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Home My WebLink About2003 [12] Dec 04 {Book 29} CITY OF ST. JOSEPH W\1(1W. cityofstjoseph .com . St. Joseph City Council December 4, 2003 7:00 PM 1. Call to Order 2. Approve Agenda Administrator 3. Consent Agenda Judy Weyrens a. Bills Payable - Requested Action: Approve check numbers b. Minutes - Requested Action: Approve the minutes of November 20, 2003 Mayor and November 25, 2003. Larry I. Hosch c. Application for Payment - Requested Action: Authorize the Mayor to execute Pay Application No.6 for the 2002 Northland Plat 6 and authorize payment Councilors to Lumber One in the amount of $20,475.90. d. Application for Payment - Requested Action: Authorize the Mayor to execute AI Rassicr Pay Application No.3 for the 2002 East Baker Lift Station and authorize Ross Rieke payment to R. L. Larson Excavating, Inc. in the amount of $7,487.42. Gary Utsch e. Application for Payment - Requested Action: Authorize the Mayor to execute Dale Wick Pay Application No.3 for the 2003 Liberty Pointe Improvements and authorize payment to R. L. Larson Excavating in the amount of $1 ,280.00. f. Application for Payment - Requested Action: Authorize the Mayor to execute Pay Application No.4 for the 2003 Liberty Pointe Improvements and authorize payment to R. L. Larson Excavating in the amount of $168,570.29. g. Application for Payment - Requested Action: Authorize the Mayor to execute . Pay Application for the 2003 Northland Plat 7 Change Order No.1 and authorize payment to R. L. Larson Excavating in the amount of $840.00. h. Application for Payment - Requested Action: Authorize the Mayor to execute Pay Application NO.4 for the 2003 Northland Plat 7 and authorize payment to R. L. Larson Excavating in the amount of $4432.70. i. Non-intoxicating liquor, Cigarette, Amusement Licenses- Requested Action: Issue licenses for 2003 based on completed licenses. 4. 7:00 PM - Public Comments to the Agenda 5. 7:05 PM - Dave Theisen- 6 month Fire Report 6. 7:15 PM - Central Minnesota Credit Union Parking plan 7. 7:30 PM - Tim Erkkila, ARCON Development, Update on AUAR 8. 7:45 PM - City Engineer Reports a. Storm Water Management Plan - Draft Goals and Policies b. Field Street Project Memorandum c. 2004 Cloverdale Area Improvements Feasibility Report d. Well Field Investigation and Pilot Study, New City Well Field 9. Department Head Reports 10. Mayor Reports 11. Council Reports 12. Administrator Report a. Maintenance Worker update . b. Truth and Taxation- Adopt Resolution 2.) College Avenue North' PO I}ox 668 . Sdint. Joseph. Minnesota )"6'74 Phone ï2.o,,6'.72.0 1\, x ï2.(),ïbï.O,42. · I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION' DATE: November 25 , 2003 Engineering Joseph R. Bettendorf, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2002 Northland Plat Six Application for Payment No.6 PREVIOUS ACTION None. · RECOMMENDED COUNCIL ACTION Approve for payment. FISCAL IMPACT $20,475.90. COMMENTS/RECOMMENDATIONS None. X:\Slstjoe\common\D39 Req Council Action\02l3 pmt 6-lI2503.doc · "'SfH 1200 25th Avenue South, P.O. Box 1717, S1. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX architecture . engineering . environmental . transportation · November 25,2003 RE: St. Joseph, Minnesota 2002 Northland Plat Six SEH No. A-STJOE 0213 14 Lumber One Mr. Ted Schmid Lumber One 101 Second Street North P.O. Box 7 Avon, MN 56310-0007 Dear Ted: Enclosed please find Application for Payment No.6 for this project. · We reviewed this application and it appears to be in order. When payment is made, sign all copies and distribute as follows: S. J. Louis Construction, Inc. SEH Lumber One Sincerely, h~~ AmyB. 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I- 0 W W W ~ 0e:~ www ~ == > 0 wwe: CJCJCJ ...J :æ 0 :ï "")zl- zzz « == 0 e: 0. o==z ~~« I- ID 0 0. 0. e:0 :]::J::J: 0 ::> w 0. ~ 0.00 000 I- C/) e: ~ I Attachment: Yes or No I · REQUEST FOR COUNCIL ACTION DATE: November 25. 2003 Engineering Joseph R. Bettendorf, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2002 East Baker Street Lift Station Application for Payment No.3 PREVIOUS ACTION None. · RECOMMENDED COUNCIL ACTION Approve for payment. FISCAL IMP ACT $7,487.42. COMMENTS/RECOMMENDATIONS None. X:\S\o;¡joe\common\D39 Req Council Action\0211 pmt 3·112503.doc · ....seJ 1200 25th Avenue South, P.O. Box 1717, S1. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX architecture . engineering . environmental . transportation . November 25,2003 RE: St. Joseph,~innesota 2002 East Baker Street Lift Station SEH No. A-STJOE 0211 14 Honorable ~ayor and City Council c/o ~s. Judy Weyrens City Administrator City of St. Joseph P.O. Box 668 St. Joseph, ~N 56374~0668 Dear ~ayor and ~embers of the City Council: " Enclosed please find Application for Payment No.3 for this project. We reviewed this application and it appears to be in order. When payment is made, sign all copies and distribute as follows: . R. L. Larson Excavating, Inc. SEH City of St. Joseph If you have any questions, please feel free to call us. Sincerely, Am~;~ Project Engineer djg Enclosures X:\Slstjoe\021 tOOlspecslAPL-O.doc . Short Elliott Hendrickson Inc. . Your Trusted Resource . Equal Opportunity Employer C\lt") 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0: Q.e 0 0 0 0 0 LO 0 0 0 C\I 0 0 0 0 0 0 0 (0.... Ó c5 tri «i ex) C\Î ó ó có M r...: ex) ó ó ó Ó l- I- :!:::~ 0 0 f'. C\I 0> (0 0 0 C\I C\I (0 C\I C\I C\I .... 0 · W 1.0 .... LO 0 (0 (0 .... {¡; LO .... fF7 0 (0 LO t") .... .... 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Bettendorf, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2003 Liberty Pointe Improvements Change Order No.3 PREVIOUS ACTION None. · RECOMMENDED COUNCIL ACTION Approve for payment. FISCAL IMPACT $1,280.00. COMMENTS/RECOMMENDATIONS Adds water for dust control. X:\S\stjoe\comrnon\D39 Req Council Action\0306 C03-112503.doc · "'SeJ 1200 25th Avenue50uth, P.O. Box 1717, 51. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX architecture . engineering . environmental . transportation · November 25,2003 RE: St. Joseph, Minnesota 2003 Liberty Pointe Improvements SEH No. A-STJOE 0306 14 Judy Weyrens City Administrator City of St. Joseph 25 College Avenue North P.O. Box 668 St. Joseph, MN 56374-0668 Dear Judy: Enclosed find Change Order No.3. This change order adds water for dust control. · If you find the document to be in order, we ask you sign all copies and distribute as follows: R. L. Larson Excavating, Inc. SEH City of St. Joseph Sincerely, ~~~ Amy B. Schaffer, PE Project Engineer djg X:\Slstjoe\030600lspecs\CO-O .doc · Short Elliott Hendrickson Inc. . Your Trusted Resource . Equal Opportunity Employer DOCUMENT 00640 CHANGE ORDER NO.3 OWNER City of St. Joseph DATE November 24, 2003 CONTRACTOR R. L. Larson Excavating, Inc. · ENGINEER SEH Contract A-STJOE 0306 OWNER's No. N/A Project 2003 Liberty Pointe Improvements, St. Joseph, MN You are directed to make the following changes in the Contract Documents: Description: Add water. , UNIT ITEM DESCRIPTION UNIT COST QUANTITY AMOUNT 89 WATER MGAL $20.00 64.00 $1,280.00 TOTAL ADD $1,280.00 Reason for Change Order: When grading was being done in summer through the months when there was a lack of rain and strong winds from the south, water was required to keep the dust down and prevent it from blowing into the existing residences adjacent to the project. Attachments: N/A · - CHANGE IN CONTRACT TIMES CHANGE IN Substantial Ready for Final ITEM CONTRACT PRICE Completion Payment Original Contract Price: $895,020.99 10/17/03 06/25/04 Net increase (decrease) from previous Change $239,982.80 I No Change No Change Order No.1 to 2: Contract price prior to the Change Order: $1,135,003.79 No Change No Change Net increase (decrease) of this Change Order: I $1,280.00 No Change 06/30/03 Contract price with all approved Change Orders: $1,136,283.79 10/17/03 06/30/04 RECOMMENDED: APPROVED: ACCEPTED: SEH City of St. Joseph R. L. Larson Excavating, Inc. PO Box 1717 PO Box 668 2255 12th Street SE St. Cloud, MN 56302-1717 St. Joseph, MN 56374-0668 St. Cloud, "tv 56304 By: ~~~ By: By: ~ Title: Title: Title: vI ~r Date: 11/24/03 Date: Date: II / 2~/(J3 x ;\S\s tjoe\03%OO\s pees \CO#3.doe · I Attachment: Yes or No I · REQUEST FOR COUNCIL ACTION DATE: November 25, 2003 Engineering Joseph R. Bettendorf, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2003 Liberty Pointe Improvements Application for Payment No.4 PREVIOUS ACTION None. · RECOMMENDED COUNCIL ACTION _ Approve for payment. FISCAL IMPACT $168,570.29. COMMENTS/RECOMMENDATIONS None. X:\Slstjoe\common\D39 Req Council Action\0306 pmt 4-112503.doc · '-'S£H 1200 25th Avenue South, P.O. Box 1717, S1. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX architecture . engineering . environmental . transportation · November 25, 2003 RE: St. Joseph, Minnesota 2003 Liberty Pointe Improvements SEH No. A-STJOE 0306 14 Honorable Mayor and City Council c/o Ms. Judy Weyrens City Administrator City of St. Joseph P.O. Box 668 St. Joseph, MN 56374-0668 Dear Mayor and Members of the City Council: Enclosed please find Application for Payment No.4 for this project. We reviewed this application and it appears to be in order. When payment is made, sign al1 copies · and distribute as fol1ows: R. L. Larson Excavating, Inc. 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N I- W I- _ l- e: ~ en a: : ~'¡C Z Z Z I- .;: .8 :;: m £ I- a:: N en en a.. en ü a.. en o 1'< - e: e: a: C u. r'CDwww w Z . e: },?'\encco C o 0 0 F',:¡¡ a: e: e: C Z - Z I- '>' 'w 0 0 0 W C I- I- (,,) 11 w w <I: (,,) c:: 'a:; ~ w w w ~ :¡¡ > sa w a: e: , ¡.C:: j..J ø ø ø ...J - :¡¡ 0 . ...J ~ ~ I- ':E ':¡¡', c:: Z Z Z ct :¡¡ 0 a: 0. 0 Z iW ,:¡¡, I- c:: c:: c:: I- m () c.. c.. a: s: 01- ;~i 0 :z: :¡: :z: 0 ~ w c.. <I: c.. 0 () ;en, I- () () () I- (/) a: c:: I Attachment: Yes or No I · REQUEST FOR COUNCIL ACTION DATE: November 25,2003 Engineering Joseph R. Bettendorf, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2003 Northland Plat 7 Change Order No.1 PREVIOUS ACTION None. · RECOMMENDED COUNCIL ACTION Approve for payment. FISCAL IMPACT $840.00. COMMENTS/RECOMMENDA TIONS The farmer renting the land had planted corn on a portion of the site, which was to be mass-graded. The maturity of the corn prevented the Contractor from just re-spreading the stocks with the topsoil. The farmer was unable to cut the corn in time as to not hold up construction. One large boulder had to be removed from the site. · X:\S\stjoe\common\D39 Req Council Action\031O COl-112503.doc 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX architecture . engineering . environmental . transportation · November 25,2003 RE: St. Joseph, Minnesota 2003 Northland Plat 7 SEH No. A-STJOE 0310 14 Judy Weyrens City Administrator City of St. Joseph 25 College Avenue North P.O. Box 668 St. Joseph, MN 56374-0668 Dear Judy: Enclosed find Change Order No.3. This change order removes com and adds rock excavation to this project. · If you find the document to be in order, we ask you sign all copies and distribute as follows: R. L. Larson Excavating, Inc. SEH City of St. Joseph Sincerely, ~-þ~ Amy B. Schaffer, PE Project Engineer djg X:\Slstjoe\031000lspecs\CO-O.doc · Short Elliott Hendrickson Inc. . Your Trusted Resource . Equal Opportunity Employer DOCUMENT 00640 CHANGE ORDER NO.1 OWNER City of St. Joseph DATE November 24, 2003 · CONTRACTOR R. L. Larson Excavating, Inc. ENGINEER SEH Contract A-STJOE 0310 OWNER's No. N/A Project 2003 Northland Plat 7, S1. Joseph, MN You are directed to make the following changes in the Contract Documents: Description: Corn removal. , UNIT ITEM DESCRIPTION UNIT COST QUANTITY AMOUNT 48 REMOVE CORN LUMP SUM $575.00 1.00 $575.00 49 ¡ROCK EXCA V A TION CUYD $50.00 5.30 $265.00 TOTAL ADD $840.00 Reason for Change Order: The farmer renting the land had planted corn on a portion of the site which was to be mass-graded. The maturity of the corn prevented the Contractor from just re- spreading the stocks with the topsoil. The farmer was unable to cut the corn in time · as to not hold up construction. One large boulder had to be removed from the site. - CHANGE IN CONTRACT TllvIES CHANGE IN Substantial Ready for Final ITEM CONTRACT PRICE Completion Payment Original Contract Price: $331,245.76 09/01/03 06120/04 Net increase (decrease) from previous Change $0.00 Order No. to Contract price prior to the Change Order: $331,245.76 Net increase (decrease) of this Change Order: I $840.00 No Change No Change Contract price with all approved Change Orders: I $332,085.76 09/01/03 I 06120/04 RECOMMENDED: APPROVED: ACCEPTED: SEH City of 51. Joseph, MN R. L. Larson Excavating, Inc. PO Box 1717 PO Box 668 2255 12th Street SE S1. Clou ,MN 56302-1717 S1. Joseph, MN 56374-0668 St.C~ . By: By: By: ~~ Title: Title: Title: Co.rdr dlLer Date: 11/24/03 Date: Date: I ( /2£/'03 · X:\S\stjoe\031000\specs\CO#I.doc . I Attachment: Yes or No I . REQUEST FOR COUNCIL ACTION DATE: November 25, 2003 Engineering Joseph R. Bettendorf, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2003 Northland Plat 7 Application for Payment No.4 PREVIOUS ACTION . None. '. RECOMMENDED COUNCIL ACTION Approve for payment. FISCAL IMPACT $4,432.70. COMMENTS/RECOMMENDATIONS None. X:\Slstjoe\common\D39 Req Council Action\031O pmt 4-112503.doc . "'SEH 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX architecture . engineering . environmental . transportation . November 25,2003 RE: St. Joseph, Minnesota 2003 Northland Plat 7 SEH No. A-STJOE 0310 14 Honorable Mayor and City Council c/o Ms. Judy Weyrens City Administrator City of St. Joseph P.O. Box 668 St. Joseph, MN 56374-0668 Dear Mayor and Members of the City Council: Enclosed please find Application for Payment No.4 for this project. We reviewed this application and it appears to be in order. When payment is made, sign all copies . and distribute as follows: R. L. Larson Excavating, Inc. SEH City of St. Joseph If you have any questions, please feel free to call us. Sincerely, Amy6 Project Engineer djg Enclosures X:\SlstjoeI03! OOOlspecslAPL-O.doc . Short Elliott Hendrickson Inc. . Your Trusted Resource . Equal Opportunity Employer a:w a:o ILU 8 8 ..... 0 0 0 0 0 0 0 ;0 ex> 0 ,.... 0 0 _ _ 0 0 0 0 0 0 0 ~ 0 m 0 ~ 0 ~ ZI-(J) 0..... Ó ~ Ó Ó Ó Ó Ó ~ Ó ~ Ó ~ "Ó ~ :š:9 ,.... ~ ~ ~ N ~ ~ ~ ~ ~ ex> ex> ~ ~ ~ ~ ..... 00c I- ~ ;: or-:. ~ ~ ~ "!. ~ CC!. ,....~ ¡g . .- ~ N ~ ~ 0 ::::ï ~ ~ '<t C\I C\I ~ ~ ~ ~ o Q Z e:( ~I 0 0 0 0 0 0 000 ~ 0 ,.... 0 0 o 0 0 0 0 0 0 ~ 0 ,.... 0 ex> 0 0 ~~. ~ Ó M Ó ~ ~ Ó ~ Ó m Ó ~ Ó ~ O ~ N ..... ~ ex> 0 ~ ~ ,.... ~ m N '<t ~ ~ Z 0 ...: Ñ ,..: ..... 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I Attaclunen~: Yesl or No I REQUEST FOR COUNCIL ACTION DATE: 12-04-03 Administration ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Approval of annual licenses for the year 2004 as follows: Non-intoxicating Liquor Licenses, Tobacco Licenses, Amusement & Entertainment Licenses and Strong Beer Licenses. PREVIOUS ACTION N/A . RECOMMENDED BOARD ACTION Approval of licenses as listed. FISCAL IMP ACT None. COMMENTSIRECOMMENDA TIONS . . NON-INTOXICATING/ CIGARETTE/AMUSEMENT / ENTERTAINMENT LICENSE APPLICANTS 2004 Licensee Name Cigarette Off-Sale On-Sale Amusement Entertainment Strong Beer License Non-Intox Non-Intox License License License Am Legion X 4 1 Bo Diddley's X Casey's X CSB X 4 X EI Paso X 11 JM Oil Co. X X La Playette X 10 Liç¡hthouse Loso's Pub X X 8 1 Loso's Store X Sal's Bar X X 7 1 SJ Amoco Liquor X X SJ Liquor Shoppe X SJ Rec Assoc X . SJ Saints X SuperAmerica X For approval at the City Council Meeting of December4, 2003. . · I Attachment: Yes or No I REQUEST FOR PLANNING COMMISSION ACTION Development Plan - Central Minnesota Credit Union DATE: December 1,2003 AGENDA ITEM Central Minnesota Credit Union - Development Plan PREVIOUS ACTION RECOMMENDED PLANNING COMMISSION ACTION · COMMENTS/RECOMMENDATIONS Enclosed in your packet is the extract from the Ordinance regarding parking in the Central Business District. As you can see the Planning Commission and City Council have the authority to waive the strict parking regulations. In determining the amount of parking the City first determines the parking that would be required if the business were not located in the Central Business District. After that is determined the Planning Commission and City Council can determine the amount of off street parking that would be required. The Ordinance further allows the parking to be a shared space provided that the parking is located within 350 feet of the business for which the parking is needed. Based on the size the building, 8 parking spaces would be required. The property owner would be willing to compensate the City for the parking if approved and the rate would be determined by the City Council. The City has more than sufficient parking and leasing 6 spaces would not have an impact. With regard to the sidewalk issue, that matter needs to be resolved with the City Engineer and Public Works Director. They will be meeting with the property owner to discuss the logistics. · C:IDocuments and SettingsIJudylMy DocumentslPlanning Commission Correspondence\2003 Request for ActionlCredit union.doc ~.0-SCI . ,,;>-- ...':~ ,,~~> , , . Sand Companies, Inc. November 14, 2003 366 South Tenth Avenue PO Box 727 Waite Park, MN 56387-0727 City of St. Joseph Office: (320) 202-3100 Fax: (320) 202-3139 Planning Commission E-mail: SCI@SandCompanies.com 25 College A venue North Website: www.SandCompanies.com St. Joseph, lv1N 56374-0668 Re: Central Minnesota Federal Credit Union Building at 35 College Avenue North S1. Joseph,:MN Dear Commissioners: As agent for the owner we request your approval and/or consideration in three areas: 1. Your Ordinance 52.30, Subd. 7 indicates the Planning Commission must approve exterior finishes and design prior to issuance of a building permit. Our proposal for renovation of the building at 35 College Avenue North will make only modest changes on the exterior but more substantial changes on the interior. . ' We 'will plan to provide ramped handicapped access to the front door (see part 3). We will remove the existing awning and remaining wood canopy and replace it with a slightly larger canopy of more historic design. We will enlarge the existing east window and add another in a location of an original window. We plan to repair and repaint the existing wood siding, add some wall mounted lighting and signage, and add railings to the new ramped access. 2. Your Ordinance 52.10; Subd. 4 j) requires one parking space for each 250 sq. ft. of floor area. This would require a total of 8 spaces. The site this building is located on is only 66 feet square, so there is little opportunity for on site parking. We plan to provide one HC space in the present driveway, and the existing garage may provide one additional space for employees at times. This leaves the building some 6 or 7 spaces short of the requirement. The Owner would expect to arrange to make payment to the City for lease of parking spaces in public or city lots. 3. A public walk: serves the east side of the building, but the sidewalk is approximately a foot below the building floor level. We ask a variance (or other device) to allow the Owner to construct an arrangement of sloped walks with railings in the public right of way north of the building. . This walk arrangement will serve the public as public access between College Avenue P:\SCI - Cons!. & Dev. Div\Central MNFederaI Credit Union - St. J05e>h 0Ilice-I/Œ-I04\DoaJments\CodesOrdinances\CityStJ05e>hlll403.doc Construction . Property Management . Development Equal Opportunity Employer o u ·f ~ ~ oo::¡¡ ð m ~~~~ C/) I=>-m<c c - - o.f.,: œ ~ I-<~u. Z 5::¡¡11,.. x ~ ~~a~ 0 :::> z -0::-10 .: ~~~~ 1 ~-:gm ~ 0 a..::>oz of3w- Q) Ü ('f) Cl)o::<:1E æ ~zf3ffi 02> "'0 ~ ~O:ãu. <f.¡!:.. 0 ..c w<CQ ~~~m ge'~~ . o...~~CI) E LL Q.. 21~«3 W ægm~ ~~~~ Q) ~ ¡!:O¡!:w ooz:> Q) W ~Wcð:r: :¡; @()i~~ a:: ~. 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ZO~u. 5H~ a!!' 0 .c: (L ~ ~ ¡~~~~~ðð :3w<a Ü:~LLZ 8·~~ . a.:æ~tI) õDQW E LL 0- ~¡~~~~~]J !!.!.~<~ oil ægmt: ~:r:::: <V œ: ~ ¡!óa¡!ów (lJZ::J" ~a::;:: <V ~ i~c~~~I@ ~~~t ~ ~~~;: a: ~ CIJ 0 « z <u.o:!:; 0 ~fb~ffi a ": 0 ~ U :C)~!:ì\¡. tJ ~ ~ 00°00 J "=t."5 =-¡¡~ c.:¡ (;:fE~~ "'~z¡!ó >' i!! C'? -I ~ ~!~ ·i~~.~~ ¡¿~~=> C2 5 hº§: 0 Ü ....; ~3:U)tJ ill a. ¡::: gg¡¡¡ >~ ð 0 en u.. ~ ~ ä ~ ~~ ~:rt;~ a:: gs ~ ~Œ8ª "'w 0 E 0 <J .. ~ðüi~ C\I u ~W;'¡ ~&~~ z ~ ëi I!! (l)a.ua::m W-J a. a:: ~!1!~j¡j * ~ ~ ~ :J:OWQ _a::Dc{ ....WD::u.. QUOO:: G G ~@] 00 '" I- ~fID <I) ~OO '" Uo uO ~IID ;:0 1E0 ¡) uo 0 EO 0 0 ~OO ~@] ~8 <0 ",0 ~fID @ <0 ",0 M~ @d,~ g)IID &00 ~@] ~- ¡¡j0 00 I- ~o Iii ;: II " .~ "' U 1\ >-¡m ~ ~[ID ~o "'''' II gõ " " 0 9 " 2-; :S . " CL! Q! O\Ü IIŒEJ I 0;;' --'u 0 IL<I) II ~ . ^ c L:=::J I ~ ¡ a ti < "'00 g ð "'- ~ . ",0 ti [ji " " 5 ;< ;< <I) ~ u.J 0 b ~ 0 ~ Z <I) , - I CD I - - - I I I Ì"0 ~ J 0 I I 0 0 ~- 0 ò ¡;, 0 <0 <Þ ~ . " " § j '" 0 " " Û1 II II 1/ ¡:, Z " :S II IL Q! 0 0 --' II "- 1/ II IL u.J I>! IL 0 .. 0.. ::ë~ L:=::J IU<) D<I) - - -l- I ~ - - - - - - - · ORDINANCE 52.30: B-1 CENTRAL BUSINESS DISTRICT. Subd. 1: Intent. The Central Business District has been established to encourage the continuation of a viable downtown by promoting uses dependent of high volumes of pedestrian traffic; to provide for regulation of the high intensity commercial uses located within the original core of the City; and, to encourage parks/greenspace in the downtown. The Central Business District provides space for concentrated general business and commercial activities at locations where they are easily accessible to residential areas and, at the same time, minimizing negative impacts to residential neighborhoods. Subd.2: Permitted Uses. The following uses shall be permitted within the Central Business District: a) Antique stores. b) Appliance stores. c) Apparel shops. · d) Artisan shops. e) Bakery goods, sales and baking of goods on premises. £) Barber and beauty salons. g) Bicycle sales and repairs. h) Book stores. i) Boutiques. j) Business/professional offices. k) Coffee shops. 1) Farmers market for the sale of produce only. Notification and the submittal of a plan to the Planning Commission is required. 1m) Financial institutions, including insurance companies. I · n) Florist. 52.30-1 0) Fruit, vegetable and meat stores. . p) Government buildings. q) Grocery and drug stores, not more than 10,000 square feet in size. r) Hardware stores, not more than 10,000 square feet in size. s) Hobby shops and gift stores. t) Interior design services, including floor and wall covering stores. u) Jewelry sales and service. v) Laundry and dry-cleaning services. w) Library. x) Medical, optical and dental clinics. y) Parks and Open Spaces. z) Pet shops, excluding kennel services. . aa) Photograph sales and repair. bb) Record and video stores. cc) Restaurants, coffee shops, excluding drive-in service. dd) Sporting goods stores. ee) Postal facilities ff) Other use detennined by the Planning Commission to be of the same character as contained in this Subdivision. Subd. 3: Special Uses. The following uses shall require a Special Use Pennit based on the procedures set forth in Section 52.07.03 of this Ordinance. a) Convenience stores, excluding fueling facilities. b) State licensed day care and nursery school facilities provided that: 1. Adequate off-street parking and loading is provided, and; . 52.30-2 . 2. The facility meets all State licensing requirements pursuant to Minnesota Statutes 245A.02 and 45A.11. c) Motor vehicle service stations. d) Bars and liquor stores. e) Auto, service and repair shops. £) Mixed use of a Permitted Use and a multiple residential dwelling units; but only if at least 50% ofthe interior square footage (exclusive of the basement or cellar) is used full time for a Pennitted Use, and said pennitted and residential uses are not conflicting. The area consisting of multiple residential dwelling units must meet the standards of Section 52.29, Subd. 5 and 6; and said residential uses occupy only the upper and/or rear portions of structures. Offstreet parking requirements " shall be separately detennined for the commercial and residential uses in accordance with Section 52.10. g) Lodge. h) Commercial Planned Unit Developments. . i) Other uses detennined by the Planning Commission to be of the same character as contained in this Subdivision. Subd. 4: Pennitted Accessory Uses. The following uses shall be pennitted as an - Accessory Use in the Central Business District. a) Commercial or business building for a use accessory to the principal use, not to exceed 50 percent ofthe size of principal building. b) Business identification signs as regulated in Section 52.11. c) Temporary buildings for construction purposes for a period not to exceed construction. d) Off-street loading and parking areas. e) Signs that meet the criteria of Subdivision 9 of this section. Subd. 5: Setback Requirements. a) Front yard setbacks shall be ten (10) feet from the lot line. Ifthe building front is located on Minnesota Street from College Avenue to Second Street Northwest, no :£font yard setback is required. e 52.30-3 b) Side yard setback shall be five (5) feet from the lot line. No structure shall be . placed closer than twenty (20) feet from the boundary of any residential district. If the building front is located on Minnesota Street from College A venue to Second Street Northwest, no side yard setback is required. c) Rear yard setback shall be five (5) feet from the lot line, except: 1. vVhere a lot abuts an alley, the rear yard setback shall be ten (10) feet; 2. Where a lot abuts a residential district, the rear yard setback shall be twenty (20) feet. Subd. 6: Height Requirements. Any portion of a structure shall not exceed 3 stories or 40 feet in height. Benning the building does not allow a building to be constructed higher than 35 feet. Elevation for the building shall be detennined by the average grade of the land. Subd. 7: Other Requirements. a) Before the issuance of a building pennit, all buildings constructed in the Central Business District must have a landscape plan approved by the Planning Commission. b) Before the issuance of a building pennit all buildings constructed, or undergoing exterior renovation or remodeling in the Central Business District must have the . exterior finish design and materials approved by the Planning Commission. c) Where a use exists pursuant to a special use pennit in conjunction with a pennitted use, the required parking shall be computed for the pennitted use and special use separately with adequate parking required to satisfy both uses. d) No outdoor storage shall be allowed. e) Single tenant retail buildings shall not exceed 10,000 square feet. f) A Lock Box shall be installed on all buildings before a certificate of occupancy will be issued. Subd. 8: Site Coverage. No structure or combination of structures shall occupy more than 90 percent of the lot area. Subd. 9: ~. In the Central Business district, the general provisions apply to all signs: a) Business signs may be erected and maintained in conjunction with a commercial use provided: e 52.30-4 . ORDINANCE 52.10: OFF STREET PARKING. Subd. 1: Intent. The intent of this section of the zoning ordinance is to establish general standards for off-street parking. The regulations provided herein shall apply equally to all districts except where special provisions provide otherwise. Subd. 2: Scope of Parking and Loading Requirements. a) In all zoning districts, off-street parking facilities for the storage of motor vehicles for the use of occupants, employees and patrons of the buildings or structures hereafter erected, altered or extended after the effective date of this Ordinance shall be provided and maintained as herein prescribed. Subd.3: General Parking Provisions. a) Loading space shall not be construed as supplying off-street parking space. Minimum parking dimensions shall meet the requirements of Section 52.10, Subd. 5K. . b) 'When units or measurements used in detennining the number of required parking spac~s result in requirement of a fractional space, that fractional space shall be rounded up to the next highest whole number. c) Whenever a use requiring off-street parking is increased in floor area, and such use is located in a building existing on or before the effective date of this Ordinance, additional parking space for the additional floor area shall be provided and maintained in amounts hereafter specified for that use. d) For the purpose ofthis section, "Floor Area," in the case of offices, merchandising or service types of uses, shall mean the gross floor area used or intended to be used for services to the public as customers, patrons, clients or patients as tenants, including areas occupied for fixtures and equipment used for display or sale of merchandise, less ten (10) percent. e) Off-street parking facilities for dwelling shall be provided and located on the same lot or parcel of land as the building they are intended to serve. £) When off-street parking is required, it shall be designated for that purpose and the individual parking stalls appropriately striped. . g) Where a use is not specifically mentioned, off-street parking requirements shall be the same as for similar use. 52.10-1 h) Nothing in this section shall be construed to prevent collective provisions of · off-street parking facilities for two (2) or more buildings or uses provided, collectively, such facilities shall not be less than the sum of the requirements for the various individual uses computed separately in accordance with the table, and Subdivision 4 below, said buildings or uses are within 350 feet of the parking area. i) Nothing in this section shall prevent the extension of, or an addition to a building or structure into an existing parking area which is required for the original building or structure when the same amount of space taken by the extension or addition is provided by an enlargement of the existing parking area. j) No curb cut access shall be located less than twenty (20) feet from the intersection of two (2) or more street right-of-ways for residential uses, and thirty (30) feet for commercial and industrial areas. This distance shall be measured from the intersection of lot lines. k) Curb cut openings shall be a minimum of five (5) feet from the side property line. 1) All properties shall be entitled to at least one (1) curb cut. Single-family uses shall be limited to one (1) curb cut access per property measuring no more than 24 feet in width. · Subd. 4: Required Off-Street Parking. The amount ofrequired off-street parking space for new uses or buildings, additions thereto and additions to existing buildings as specified previously, shall be detennined in accordance with the following table, and the space so required and shall be irrevocably reserved for such use, except these requirements shall not apply to uses in existing buildings within the Central Business District of St. Joseph. The amount of required off-street parking in the Central Business District for existing or new uses and improvements to existing buildings which do not increase the area used for commercial or residential/rental use shall be detennined by the Planning Commission with approval by the City Council prior to the issuance of a building pennit. The amount of parking space required shall be based on the anticipated demand for parking and loading space, the length of visits generated by the particular business, and the availability of other parking spaces in the Central Business District. The Central Business District shall be located within the following boundaries: Properties lying to the West of First Avenue Northeast; lying East of Second Avenue Northwest; lying North of Minnesota Street; and lying South of the east/west alley which is between Minnesota Street and Ash Street. The lots within the Central Business District are: Lots 4, 5, and 11 through 15 of Block 10; Lots 7 through 12 of Block 9, and Lots 7 through 12 of Block 4, all in the Original Townsite of St. Joseph. '--- a) Single family, two family non-rental residential units. Two (2) spaces per unit. b) Boarding house, rooming house, bed and breakfast, multiple family dwellings and · rental residential dwellings. One and one-half (1 2) spaces for each single- 52.10-2 . bedroom dwelling, two and one-half (2 2) spaces for each two-bedroom dwelling, four (4) spaces for each three-bedroom dwelling, and an additional 1.25 spaces for each additional bedroom within the dwelling. Any bedroom larger than 140 square feet shall be considered as two bedrooms for the purpose of detennining the total number of bedrooms within a dwelling. Fractional numbers shall be rounded up to the next highest whole number. c) Motels, motor hotels, hotels. One (1) space per each rental unit and one (1) space for each employee on any shift. d) Church, theater, auditorium. At least one (1) parking space for each four (4) seats based on the design capacity ofthe main assembly hall. e) Hospitals. Three (3) spaces per each bed. f) Medical. chiropractic, dental or hospital out-patient clinics. One (1) space for each one hundred ten (110) square feet of net floor area or seven (7) spaces per doctor, whichever number of parking spaces is greater. g) Long Tenn Care Facilities, Assisted Living Centers, Rest Homes and Retirement Homes. One (1) space for each two (2) beds for which accommodations are offered and one (1) for each employee on any shift. . h) Elderly (senior citizen) housing. One (1) space per unit. i) Drive-in restaurant and convenience food. At least one (1) parking space for each thirty-five (35) square feet of gross floor area, but not less than fifteen (15) spaces. j) Office buildings and professional offices, other than medical, chiropractic, dental or hospital out-patient clinics. One (1) space for each two hundred fifty (250) square feet of floor area. k) Bowling alley. At least five (5) parking spaces for each alley, plus additional spaces as may be required herein for related uses contained within the principal structure. 1) Automotive Service Station. At least four (4) off-street parking spaces plus two (2) off-street parking spaces for each service stall. Those facilities designed for sale of other items than strictly automotive products, parts andlor service shall be required to provide additional parking in compliance with other applicable sections of this Ordinance. m) Retail store and service establishment. At least one (1) off-street parking space . for each three hundred (300) square feet of floor area. 52.10-3 . I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION Arcon Development - AÚAR Update DATE: December 4, 2003 Planning/Engineering ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Tim Erkilla, Arcon Development - AUAR Update PREVIOUS ACTION The City Council authorized the Acron to utilize the AUAR process to complete the required environmental assessment. The process was started earlier this year and was anticipated to take one year to complete. . RECOMMENDED COUNCIL ACTION FISCAL IMPACT COMMENTS/RECOMMENDATIONS Tim Erkilla representing Arcon Development will present a proposed transportation plan for the purposes of completing the AUAR. The AUAR process requires that you attempt to identify to the best of your ability the placement of future roads. Future roads indicated on the following map will not be required to be constructed. Joe Bettendorf will also be present at the meeting to discuss the progress on the transportation planning . I ..J,; mn .~ - I . SubS~~ ,_. ;-,.. =-J':::-·I. /..~.~.,~ "" , , """ ; ; \ . . - (;.) - 1/ I / -' ./ Arcan Site Sl Joseph, MN ty 121 Access PI~ Coun October 15, T. -1 . ~ --.... W-=~- ~-- L · I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION DATE: November 26, 2003 Engineering Joseph R. Bettendorf, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Storm Water Management Plan - Draft Goals and Policies PREVIOUS ACTION None. · RECOMMENDED COUNCIL ACTION ~Counci1 review and approval. FISCAL IMPACT None. COMMENTS/RECOMMENDATIONS None. X:\S\<;tjoe\common\D39 Req Council AclÌon\0315 storm water plan-l 1 2603.doc · . 11/26/03 Storm Water Management Plan St. Joseph, MN A-STJOE 0315 Goals and Policies Assessment of the Current Situation Classification of Significant Storm Water Management Problems Classification of significant storm water management problems within St. Joseph will help to establish priorities for making necessary improvements. The priority will be dictated by the severity of existing problems, maintenance issues, or future development pressure. Determine Existing Conditions Establishing existing conditions helps to quantify the operational problems of the in place systems. By identifying deficiencies in the existing system and projecting for future needs, the cost for needed improvements can be developed. Analysis of Management Strategies A philosophy for handling storm water runoff is developed based on one or more of . the following: Conveyance Philosophy A conveyance philosophy involves the collection and discharge witho_ut the use of ponding areas. This strategy is less land intensive, but requires construction of large storm sewer or ditch systems. Ponding Philosophy A ponding philosophy uses natural low areas to until the conveyance system can safely discharge the runoff ¿F~h-.,_ Combination Ponding and Conveyance PhilosophY,:;;;òpW;i!;'¡~ It is likely that a combination of ponding and CJð~;~"~ý1~,~ will provide the most ,#! $Pi'd/wryy"'/, economical solution. This philosophy~akes j,äva~~~~i¥iôf available low lands for storm water storage and optimizes the'Î\ P11fe cóï!l~Ðyance systems. Based on full utilization of the existing systems, i~8J!§}'1r.s can be planned. A~; ¡¡iRk It' Develop and Treat Philosophy,,;:::: i,,;'t;'y 'l-*i:®1lØÍ$V The develop and treatment philosdprrý is practiced in most communities (the opposite is land use control philosophy). The develop and treat philosophy encompasses the ponding philosophy by allowing full development of the land, with on site rate control and pollutant removal requirements, resulting in a multitude of small onsite . ponds and other Best Management Practices (BMPs) throughout St. Joseph. 1 Re?:ional Pond Philosophy . The regional pond philosophy is related to the "Develop and Treat Philosophy". But rather than requiring on site facilities, the regional pond philosophy relies on a comprehensive plan to identify (and acquire) parcels of land to serve as detention/treatment pond sites that can serve multiple properties. This philosophy often requires up-front funding to acquire the land, but resulted in fewer ponds and less overall pond maintenance. Land Use Control Philosophy The land use control philosophy may be radical to some, but is based on reducing the impervious (hard) surface areas related to development. Less impervious surface results in less runoff and less pollutant loading. If done properly, the land use control philosophy can work without adversely impacting development densities. Enhanced Practices Philosophy The enhanced practices philosophy can be used in redevelopment and new development to meet volume reductions, treatment, and groundwater recharge goals. Typical practices include infiltration and bioretention. A rain-water garden program is an excellent example of bioretention. Development of Goals and Policies Goals and policies recognize the fundamental relationship between water quality and . land use. Plan goals will include: . Storm Water Runoff Management (Water Quantity): Control flooding and minimize related public capital and maintenance expenditure necessary to control excessive volumes and rates of runoff. 0 Collection System: · New Development: Storm Drain system shall be. designed to convey 10- year storm events. · Existing Infrastructure: Storm Drain system shall be designed to convey a lO-year storm event where possible, or the largest storm possible within physical limitations. 0 Storm Water Ponds: · Release discharge rates shan be less in developed compared to existing conditions for the 100-yeafandlO:.year storm events. · Ponds with overflow outlets shall be designed for the 100-year event. Ponds without overflowoutléts shall be designed for the 100-year back-to- back storm event. · A reasonable effort will be made to reduce the runoff volume according to prudent and practical criteria. Where required for State listed Special Waters, volume controls will be met. · Pond and wetland high water levels will be two feet below lowest building . opening elevation for new construction. 2 · · State NPDES water quality requirements shall be met. · Consideration shall be given, in cooperation with St. Joseph staff, to the best use of regional or on-site ponding locations. · St. Joseph shall identify locations of potential regional ponding sites and investigate the acquisition of right-of-way to secure these sites. · Establish and implement a capital improvement plan to acquire land for regional drainage and ponding areas. · Water Quality: Achieve water quality goals in St. Joseph waters and wetlands consistent with intended use and classification. 0 Use vegetative measures where possible for erosion control and nutrient uptake. 0 Use native seed mixes or other mixes as appropriate (controlling noxious weed problems). 0 Encourage vegetation in regional ponding areas or wetlands that will utilize nutrients. 0 State NPDES requirements shall be met. 0 Encourage use of phosphorus free fertilizer. · Erosion Control: Minimize soil erosion control through enforcement and education 0 Enforce erosion control requirements of the St. Joseph Building Permit. · 0 Finalize St. Joseph Erosion Control Ordinance in keeping with NPDES MS4 permit time schedule. · -Wetland Management: Maintain the amount of wetland acreage and increase the, wetland values within St. Joseph, where feasible. 0 Utilize Steams County requirements for wetland management as required. 0 Post wetland boundaries so they can be identified · Public Participation. Information and Education: and knowledge in management of the water resources. n~tœIDftql~~ltl: · Drainageway Maintenance (Maintenance an~ ,:'8'p$wfi~~l: the function of water resource facilities through routil\~$!:iIÌ'ŠR!,<fli~~;;;~nd regular maintenance activities. 11(lt\ AiI!ttY ,lIlr¡i¡î#;i '¡if;!: "'!¡¡ o Maintain drainage easement§6'ÑJ'¡I~:flitigeways. ,ill' ,1:' 'c · Recreation, Open Space and ",!!dliftlf1anage water recreation opportunities and improve fish and wildlife habi~ìil;:1w1:%'r · Groundwater: Prevent contamination of the aquifers and promote groundwater recharge. · 3 0 Groundwater quality and withdrawal are regulated by state and county · policies. St. Joseph will coordinate studies and policies with these regulations as needed. . RegulationslIntergovernmental Relations: Ensure compliance with ordinances, standards, criteria, and policies with other governmental units that have regulatory authority within the city boundaries. Identification and Implementation of Improvements The final task associated with the storm water management program includes establishment and implementation of improvement and maintenance programs. These final tasks are necessary to ensure storm water management measures are implemented in a timely fashion and their effectiveness in maintaining St. Joseph's drainage system can be quantified. The program also provides St. Joseph with the flexibility to adjust the implementation of storm water measures to maximize effectiveness. This task will begin as the Storm Water Management Plan is completed. djg X:\Slsljoe\031500\report\Goals and Policies.doc · · 4 · I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION DATE: November 26, 2003 Engineering Joseph R. Bettendorf, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Field Street Project Memorandum. PREVIOUS ACTION · RECOMMENDED COUNCIL ACTION Approve for submittal to MnlDOT. FISCAL IMPACT None. COMMENTS/RECOMMENDATIONS X:\S\stjoe\common\D39 Req Council Action\0208 proj memorandum- I 12603.doc · STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION, · and THE CITY OF SAINT JOSEPH PROJECT MEMORANDUM FOR PRELIMINARY ENGINEERING FOR PROPOSED PROJECT: SP 233-108-01, Minn. Proj. No. STPX 7306 (37) SOUTHERLY CORRIDOR STUDY FROM: Stearns CSAH 2 TO: 88th Avenue IN THE CITY OF: St. Joseph and St. Joseph Township Minnesota SEH No. A-STJOE 0208 PROPOSED WORK: Conduct a corridor study consisting of preliminary engineering design and an environmental assessment. · Recommended s~m~ ¡112.(,,(£) .3 Date Reviewed and Recommended: District State Aid Engineer Date Approved: State Aid Engineer Date State Aid For Local Transportation · . . CITY OF SAINT JOSEPH STEARNS COUNTY, MINNESOT A . · Of ST JO N ., w1}. S./? ~ ,~~ 4Ò~ G" s p!!"-- 2000' 0 1000' 0 ! ; I ; I r I r I · I . - ....., --:--------- I I I I · · :! I . . ---- . . · , , , , , , : ---~._----- w => ------¡-- ~ - I ., I x ~ I '" I '" ! --..-- . . ;: . =71 i,..' ;, 00 RRIO OR __ -~- \ i . .L- ~__.__m__' ----1'------- .--...-... I ! '; ! ¡ I ENd PROJECT . .J I ; I I ...___.__....__1 ' -........ ·-..·--1··..··..··-- ¡ .... ': . I : I I ¡ j I __ ___"- t 121 ...-....! ---~--t--- __ ¡ . '----..- I ! ....---. -- I ! . PROJECT t '=SaJ LOCATION MAP , j¡ ! · ......--- OPENING STATEMENT This Project Memorandum has been prepared and submitted in accordance with the approved · Highway Project Development Process. PROPOSED PROJECT DESCRIPTION Develop a new transportation corridor on the southerly side of the City of St. Joseph. The corridor would connect to CSAH 2 on the west side and 88th A venue on the east side of the City. Route: Generally, the route follows the southerly city limits and lies north of Interstate 94. It runs through the SW 1;4 of Section 9, North Yz of Sections 14, 15, and 16, T124N, R29W in Steams County. The proposed corridor is 2.0 miles long. Termini: New access onto CSAH 2 Gust north of Interstate 94) to 88th Avenue Gust south of CSAH 75) in the City of St. Joseph and St. Joseph Township. Proposed Improvement: New Transportation Corridor. City, County: St. Joseph and Steams County Proposed Cost: $4,625,000 Anticipated construction year: 2006 · - PROPOSED PRELIMINARY ENGINEERING WORK: Conduct environmental studies and prepare environmental documents as required by FHW A regulations and NEP A, and in accordance with the approved Minnesota Highway Project Development process. Deliverables: Preliminary layout including profile, typical section and estimate; Environmental Assessment. Cost of Work: Preliminary Engineering and Environmental Assessment - $159,000. Type and % of federal and matching funds: STP Funds - 64% (FHW A). The 2004-2006 State Transportation Improvement Program (STIP) has £102,237 in Federal funding scheduled for this preliminary engineering work in fiscal year 2006. Anticipated Schedule: Begin Studies: January, 2004 Anticipated Completion: July, 2005 · Project Manager: Amy B. Schaffer, PE . SEH 1200 25th Avenue South St. Cloud, Minnesota 56302-1717 320.229.4379,320.229.4301 (fax) aschaffer@sehinc.com Preparer: Curtis J. Kreklau, PE SEH 1200 25th Avenue South St. Cloud, Minnesota 56302-1717 320.229.4391,320.229.4301 (fax) ckreklau @sehinc.com FEDERAL ACTION DETERMINATION STATEMENT In accordance with the Federal Aid Policy Guide, Sec. 771.117(c)(1), it is determined that the proposed preliminary engineering work is a Class II Action (categorical exclusion) anticipated to have no foreseeable change on the quality of the human environment. x:\o;\stjoeI020800\corrlprojectmemo.doc . . . I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION DATE: November 26. 2003 Engineering Joseph R.Bettendorf, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2004 Cloverdale Area Improvements Feasibility Report PREVIOUS ACTION . RECOMMENDED COUNCil... ACTION Approve feasibility report and set public improvement hearing date. FISCAL IMPACT , $474,292.42. COMMENTS/RECOMMENDATIONS X:\S\stjoe\comrnon\D39 Req Council Action\0403 feas report-1l2603.doc ~ - ~ . :~>',c):~,~/~?~~;> 2004 Cloverdale Area Improvements ~SeJ 3HOfH ELLIOTT HENDfUGK~ON ING Multidisciplined. Single Source. \ ....seJ 1200 25th Avenue South, P.O. Box 1717, S1. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX architecture . engineering . environmental . transportation ~ . November 26, 2003 RE: St. Joseph, Minnesota 2004 Cloverdale Area Improvements SEH No. A-STJOE 0405 Honorable Mayor and City Council c/o Ms. Judy Weyrens City Clerk! Administrator City of St. Joseph ;..~J 25 College Avenue North St. Joseph, MN 56374-0668 Honorable Mayor and Members of the City Council: Enclosed is the Feasibility Report for the above referenced improvement. It includes recommendations, probable costs, and estimated assessments. Please contact me at 320.229.4379 if you have any questions. Sincerely, . Amb~~ Project Engineer cah/djg x:\slstjoe\040500\report\report.doc - -- Short Elliott Hendrickson Inc. . Your Trusted Resource . Equal Opportunity Employer '" -... 2004 Cloverdale Area Improvements Feasibility Report St. Joseph, Minnesota -, '-' -" SEH No. A-ST JOE 0405 November 26, 2003 I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the . laws of the State of ~~~ Amy B. Schaffer, P Date: December 4, 2003 Lie. No.: 40543 ReViewedbà~ ~i 11!l-c,/ &23 . Short Elliott Hendrickson Inc. Date 1200 25th Avenue South P.O. Box 1717 St. Cloud, MN 56302-1717 . 320.229.4300 The proposed water main improvements (Figure 3) will consist of . connecting an 8-inch line to the existing cross at the intersection of Baker Street East and 7th Avenue SE. The existing cross does not have a stub to the south; therefore a portion of Baker Street East will need to be patched to allow for the connection. The proposed 8-inch line will also continue south on 7th Avenue SE to the joint property line of the Palmersheim property and Graceview Estates. There are existing 6- and 8-inch stubs at the east side of the project on Callaway Drive and Dale Street East. Proposed 6 and 8-inch lines will be installed and connected to the proposed 8-inch line on 7th Avenue SE, looping these streets. Proposed I-inch water service pipes will be provided to all lots. Callaway Drive and Dale Street East currently have a gravel base street connecting into a bituminous street with curb and gutter. 7th ; Avenue SE has an existing bituminous surface, but due to the lack of right-of-way on the east side, the utilities will be installed under the road. The proposed street improvements for all streets (Figure 4) will consist of 36-foot-wide street from face-to-face of curb. The proposed pavement cross-section for all of the streets will consist of 2-inch bituminous wear course, 2-inch bituminous base course, and 8-inch Class 5 aggregate base. Design B6I8 concrete curb and gutter will be installed on all proposed - streets. Drainage will be collected by the existing storm sewer system - for Callaway and Dale Streets and by a new storm sewer system for 7th Avenue SE. 5.0 Easements A temporary easement will be required from the Pond View Ridge LLP developers to construct a portion of the street and a temporary low spot to contain the storm water flow. 6.0 Probable Costs The probable costs of improvements are indicated in Table 1. See the Opinion of Probable Cost in the Appendix for an itemization of construction and soft costs. Table 1 Opinion of Probable Cost Street Construction $262,374 Sanitary Sewer $120,315.72 Water Main $91,602.70 Total $474,292.42 . 2004 Cloverdale Area Improvements Page 2 St. Joseph, MN A-ST JOE 0405 l ~ 7.0 Assessments -- For reconstruction projects, it is current City policy to assess 60 percent of the total project cost to benefiting property owners, and cover the remaining 40 percent with City funds. One hundred percent of the curb and gutter, storm sewer, sanitary sewer, and water main will be assessed. The City's policy is to assess a property owner for 100 percent of the front footage for interior lots. For those on a comer lot, it is policy to assess 100 percent of the short side and 50 percent of the long side. Sanitary sewer and water main are assessed on a unit basis. Assuming the cost sharing program outlined above, the proposed assessments are as followed. An itemized breakdown of the proposed assessments is located in the appendix. Table 2 Proposed Assessments Reconstruct Street (7th Avenue SE) $41.75/ LF New Street (Callaway & Dale Street) $60.90/ LF Curb and Gutter $13.69/ LF Sanitary Sewer $5,468.90/ Unit Water Main $4,163.76/ Unit - - . 2004 Cloverdale Area Improvements Page 3 St. Joseph, MN Ä-ST JOE 0405 . List of Figures Figure 1 - Proposed Annexation Figure 2 - Sanitary Sewer Extension Figure 3 - Water Main Extension Figure 4 - Street Construction . . 2004 Cloverdale Area Improvements Page 4 St. Joseph, MN A-ST JOE 0405 ", -- --"-- -- . --'- -- - . t .L - -'- - "'.. o. ." , I ~ -'- -- ~ "'" '. . . ).. .:..;...... to' ,............ ,l.¿ .' , " .; ~-", . : ".". , i', " '" C", ..., '--'R" ".,. . .. I . " '" . '" ""'<' , ./ ." I . ,. '1..."" '- "'. ..' I . , "'-'-'" -, -'- to' w -I f" ~'''.,''---- <I' 1 > '''' ,---- 1 '.L " ""'''''' -..-.-.. --.---,--.---- I " ". 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Single Source. ....seJ 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX architecture . engineering . environmental . transportation · November 24, 2003 RE: St. Joseph, Minnesota Well Field Investigation and Pilot Study New City Well Field SEH No. A-STJOE 0302.00 Honorable Mayor and City Council c/o Mrs. Judy Weyrens ,Clerk! Administrator City of St. Joseph 25 College Avenue North P.O. Box 668 St. Joseph, MN 56374-0668 .. Dear Mayor and Members of the Council: Short Elliott Hendrickson Inc.® (SEH) is pleased to provide you with this New City Well Field report for the City of St. Joseph. We appreciate the help provided by the City of St. Joseph Public Works Department. Their · knowledge and experience with the water system was extremely helpful in completing the work. ~ Jeffrey R. Ledin, PE Project Manager plmldjg c: Dick Taufen, City of St. Joseph Joe Bettendorf, SEH (St. Cloud) John Thorn, SEH (St. Paul) x:\s\stjoe\030200\repons\well field invest.doc · Short Elliott Hendrickson Inc. . Your Trusted Resource . Equal Opportunity Employer New City Well Field · Well Field Investigation and Pilot Study St. Joseph, Minnesota SEH No. A-ST JOE 0302.00 November 24, 2003 I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the Jaws of the State ~inø · Jeffre~PE Date: November 24. 2003 Lie. No.: 25222 1/24/03 Short Elliott Hendrickson Inc. 1200 25th Avenue South P.O. Box 1717 St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 (fax) · Table of Contents · Letter of Transmittal Certification Page Table of Contents Page 1.0 Scope...... ................................................................ ......................................................................... ............................. 1 2.0 Fi nd i n gs ...................................... ...... ..... .............................. ...................... ....... ............... lit............".................. 1 3.0 Sum m ary ........................... a.w.... ............................ ~.......................................................................... II.............................. 2 4.0 Recom mendati ons ........ ............. ..... .............................................. ................... ......................................... 2 4.1 Preliminary Design' ........ ............... ......... ...... .......... ............... ........... ........2 4.2 Preliminary Schedule.......... ..................................................................... 3 List of Tables Table 1 Schedule... .... ........... ...................... ............ .............. .................... 3 · List of Appendices Appendix A Test Well Information Appendix B Pilot Study for the Removal of Iron and Manganese Appendix C Water Usage Report ~ · , SEH is a registered trademark of Short El1iott Hendrickson Inc. Well Field Investigation and Pilot Study A-STJOE 0302.00 St. Joseph, MN Pagei · Well Field Investigation and Pilot Study New City Well Field Prepared for City of Saint Joseph, Minnesota 1.0 Scope We completed the investigation phase of the water supply and water treatment planning for St Joseph. The major work tasks completed to- date are listed below: · Hydrogeologic literature review and recommendation report identifying potential sites for new well field. · Test well construction and testing at site southeast of County · Road (CR) 2 and 1-94 intersection. · Pilot plant study using the SEH Pilot Lab to test and identify a preferred treatment process. · Engineering analysis of St. Joseph water usage data. 2.0 Findings 2.1 The hydrogeologic literature review and recommendation report was previously presented to the City. This report fonned the basis for the test well plans and specifications. 2.2 The test well project has been completed under a contract with Traut Wells. During this project, a 6-inch test well and two observation wells were constructed. A 115 gpm test pump and drawdown gauges were installed. The test pumping was conducted and the pumping water level in the test well reached a maximum drawdown of 1.8 feet. The pumping rate in the test well was near the maximum for a small diameter test well, but did not stress the aquifer such that maximum aquifer capacity could be modeled. However, it is evident this aquifer can support wells in the 500 gpm range. When the production wells · Well Field Investigation and Pilot Study A-ST JOE 0302.00 St. Joseph, MN Page 1 i I are constructed, further testing would provide useful information. Well ! . logs and other data from the test well are included in the Appendix. 2.2.1 After the test well was constructed and testing completed, but before the well was abandoned, the SEH Pilot Lab was brought in to the site. A pilot plant study was completed to test various treatment processes for this water source. A Pilot Study Report is included in the Appendix. 2.2.2 SEH has also evaluated several years of water usage data supplied by the City. The data has been evaluated, analyzed, and recommendations have been made. This information is presented in the attached Water Usage Report in Appendix C. 3.0 Summary A location for a new well field with good production potential has been identified near the intersection of CR 2 and 1-94. Productive sands and gravels exist from 4- to 83-feet below ground level. Based on the Water Usage Report, 20-year design values for St Joseph are l.2M gpd Average Day and 2.5M gpd for the Maximum Day. 4.0 Recommendations Currently, the St Joseph wells and treatment plant have a production capacity of 1.0M gpd. In recent years, water demands have come close . to this capacity. Design-year water usage estimates indicate that both additional supply (wells) and treatment capacity are needed in the very near future for St Joseph. As discussed in the Water Usage Report, the wells and the water treatment plant need to be able to produce Maximum Daily flows. The predicted MD for St Joseph is 2.5M gpd. Therefore, we recommend an additional 1.5M capacity be added. We evaluated the option of pumping raw well water from the new well field to the existing treatment plant site and adding additional capacity at that site. The cost of raw water main construction and the site limitations at the existing "site make this option infeasible. Therefore, we recommend the new wells and treatment capacity be added near the test well field site. Furthermore, we recommend the project move forward to the preliminary plan phase. 4.1 Preliminary Design The next phase of the process is development of preliminary plans for the new treatment plant and new supply wells. Major tasks included in the preliminary plan phase are listed below: . Siting coordination with the site developer for size and location of the treatment plant site and the well sites. . Well Field Investigation and Pilot Study A-ST JOE 0302.00 S1. Joseph, MN Page 2 · Touring of water treatment facilities in the area to observe various design elements to be incorporated into the design. . · Development of preliminary floor plans and elevations. · Schematic design of control system for new plant and interface with existing facility. · Budgetary cost estimate for wells, treatment plant, and control system. 4.2 Preliminary Schedule Table 1 Preliminary Schedule January Council authorize preliminary design phase. Late January - February Tour area treatment plants with City officials, City staff, and SEH designers. April Present preliminary plans and cost estimate to Council. June Finalize well siting with developer. July Prepare Plans and Specifications for new . wells. August Construct and test new wells. September - December Prepare design documents for new treatment plant. March 2005 Open bids for Water Treatment Plant October 2005 Substantial complete Water Treatment Plant . Well Field Investigation and Pilot Study A-ST JOE 0302.00 51. Joseph, MN Page 3 . Appendix A Test Well Information A-1 - Test Well Water Quality Data A-2 - Test Well and Observation Well Construction Logs A-3 - Sealing Records A-4 - Gradation and Recommended Well Screen Data . . ~..._.Ll_ .L . , .aAA o;U 0;. 'I U~ .a..,¡ _ _ ~ -+ 5&.011 BnA.lN":'1\JJ Iwul" . Sap.1). 2UUa ¡2:4UPM MA~~IHAUI W~LlS INC. No.4;Hj/ p. l ..µ~~.:.:., he, 1In.,,rtI:II SelVil:es, '11&, 17()(} Elm Sfreøt. Suite 200 UlnnupOliJ. UN 554'4 . Pl1Oœ: 612.601.1700 Fax: 612.607.6444 - .... Sept8ÞerD8. 2000 -. . . . . '. . . ,. Hr. Joe Trout: tlitrlc ,). Traut liens, Inc. }41 28th Agenu. S WaUe' Park. tIN 56381 RE: lab Pro.1c:ct lluaœr: 1077160 Ç11C!nt Þrú~ 11). St. Juseptl Test \lel1 f69690l Deð,. HI'. Tr,ut: £ndolit'd are tile iIroiI1ytical reaults for søp1eU) reœ1ved b1 t~ l~.toryon I\IIgUst 22. 2003. Resu1t!: reported herC1n tOII10f1l to d~J1Ost current N£lAC stafldðrds. \o/tIeI'e app11c:able. un1es¡; othervtse Jlarrated in the bQdy of tile report. . If you NV~ any q~st1Þ11S concerning t.lris report please feel free tD contðCt me. Si1'JCC!I'91y. . ~'(\~. AlI!1rea Nord Andrea. ftord@pllcelabs.cOII Projr,ct Hanager tlilllltsob Certific:;stion f: 02].\)~·137 WiSalll$1n tartHic:atioD ,: ~7970 inclosures REPORT OF LABORATORY ANALYSIS This report SIIaII·.,ot Þt reprOduced. øxœþt In lull. WitflolIt IIIL' written çonœnt 01 Pace ~caI SeMm.1nc. \..(~~4 ~~,.. ~~.,} ;t. 1"\.-. . ,_t9.f..;,J..vOJ 15:07 FAX 320 229 4301 i).t..I:I -t SJ::.H BRAINt:.!(l) . ScP·II· lUUJ IZ:4UYII1 !eJul,.l . MA~~ IKAUI WtLL~ IN~. NO·Hel ~. J lWt Anll1lf;lf Urmn, 1ft. ace Analyt;car 17M Elm Sfrut Suitt 200 . , ~,tAN 5$414 . ........ PhMe: 612.607.1700 nw.MmIM.mn Far: 612.601.8444 ., ., lib Project ~: 1077160 C1idlt Þroj!!Ct ID: St. Jose~ Test Win 15%90) . -- " ,'\ .... ". '. - Ub 1iøple /lQ: 1 0A80'J6~ , . ~roj!ct s..p'e~r; 1077160·001 D~~ Ccl1e~ed: DS/Z1/0) 14;00 Client Silll?l~ 10: ST. JO£ 1m;, ~LI; 696901 Matri,¡: Water DIt~ RCO!1~1 08/2Z10J 09:U PAr~".$ . . R'SIIlts IMits IIpJ:IOrt I. iJt1 t An!lY%ed BY CAS !to. ~ ß!S!.!! Microbiology 1ruNSulfur 8I!tter1~, ~U'toø: $ttl'oWlI11&thodS Iron Bacterið Absl!!rt 09/03/03 11;00 ~IU none Total tofifortl' 'In W,tQr Prop/r.tthod: m 9zm / En. m3a Co}Ho"..· roul )rennt 08fZ2l03 1$:.5 TSst 1,2 I1eta1s Aete1s. ICP Prep/Het~: EFA 200.7 I E'~ 200.7 Iron mo· ugll 50,0 08/lliD3 10:~ Bt),\ 74,!HI9·6 HDf19aI1<)$! lO4. ug/l S.OD 08l28/D'J 1G:SS 81),\ 7439·96·5 Tot a \ liirdness 271000 II!IIl ISOD 08/28/03 10:5& BOA Oat~ Digested DaI26JD3 Qß/U1O) Wet Cheqìstry pII. WQter tlèthO<l: (PA 15Q.1 ØI! 7.4 0.1 08/22/D~ 1~:OO eJRl 3 TQt.¡ Di~~\yed So1i~ Heth~: EPA 160.1 Total )isso1v~ Sohds 28~. ngJ1 10.0 D.8J28/DJ JDl Tota) SlI$pendtd SOl ids Hathod: EPA 1611.2 1ot.1 Sv~~ iQ1id£ J.61 119" 1.00 08/28/03 JDt Anions. 1011 CI'I1'Olutogr¡pÞy ~~hcd~ EPA 30D.0 . F'\ \WI" i dt 0.290 ~1 0.100 08J2UD3 YW 1G9ð4·48·8 Chlor1dt 21.4 19/1 1D.~ oam/03 YAF 16887·OQ·6 fl1\rite es N 0.160 ¡;g/1 0.100 Ð8/U/03 vÞi A lkalini ty. 10tal HetOOd; EP4 310.2 A1kilioity, Total 257. .911 10.0 09/08/03 .Jal COmt!\~ : SafIð ÞI1,I)'5is is reP<1rttd IS TSS. ~u, mctJO) "NI 1 II 10 REPORT OF LABORATORY ANALYSIS T hiJ rEpOrt ~I n at be reørDCI uœd. C)(cept in fYI, \IriU1ou1 'he writlcJ¡ consent ot Pau AMytica! 5eMees. Inc. " Altl!. ..__!..:- ·r!. 3' i -0\."""" :5, .~ . ._~u, ...~, U... ~....UI .AA ~~U ~~9 4Jul ì).t.J1 -+ :'>¡:¡H BRA!N .l'tD ItI014 . !iep·ll· lUU3 IC4Urlrl MA~~ I~AU¡ WtlL~ IN~· 1'111·'1,)01 /': ~ p., -/rlitll SøWlef, 1M. 'ace Analyticat 1700 E/In srre8~ SUIt. 20D . . '. /rIIrmeBpoHs. MN 55414 . .. Phone: 612.607.1100 .' lIfWW.paøf..øøm : Fax: 672.601.6444 lab Project /fUllber: 1077160 . . Cl;Q", h'Oject 1"0: St. Josepll1e$t lien #696901 PAAÄMErER FOOTNOTEs ,. .. 1'.. " . . .r .e HI) Not detected af. òr ~ .djIIstêd l'ePO.rtfll9 lbñt He IIDt talÇ\1l1þ141 J £StfQteð tÓ,*"trllt1on above- the adju$t~ IIettIo4 oet4!C:tion Helt alld below the aðju$teti report1ft111illl1t tlDL ~juSted '~iflod DetectiDnltll'Ît L11 'oul CÖ11fOrll ana1ysts "initilttl!d IIOre th1l1l 6 hour$ bùt 1ess thin 24 ho\tl'$ after collect1an. (2) SlIIIþle posit;ve for tatal c:olitOl'llS l)ut ne;ative tor E.coli tliUG-reactillll) . [3) Sãillpltt WIIS tete1ve4 in ell&:e&S of ÞIe recOIIIII\enoecl J¡o1d tille. . . ~I.' "/0/111 1'Ige: e .t l' REPORT ÐF LABORATORY AIAlYSlS TIlls repDrt dIaIl nat be tell'odlJœd, e~eþt In Iul W~hDIIt tile written œnsent 01 Pace A~aI Sel\/iC!5, Ine. ~~tt~ ~~tf~r. ~ ..,. . ."! +~ . ,_---!I,1fJI/OJ 15: 08 FAX 320 229 4301 8m ... SEH BRAINERD ~015 . µ' ~e~p'II' ~uu~ U:ftH'M MAKfo. ¡KIWI WtlL~ lilt;. N::':::"':;~tøc. . 1100 EIJTt st reet. Sulfe zoo . .._ 'ace Analyt/car ,. Mifmfdpc~. Am 55414 -- ."",.pft,,,tt.t~ ..,: . QUALITY CONTROL DATA ~ ~~:f.~: ...... . ' . l..1b ProjtCt HuIIWr: 1077160 . . . . Clirnt 'rojea ID; St. Jo$tptl Tut \141) 1696901 --06 84t~: 95U4 . - AI1.\ys1~ Methodl !,~ 200.7 . . .." - Qt Batc/\ Hltho!!: fPA 200.7 AAl11Ji~ O~ro'iptiOl'\: !tetals. lCP A$$~1at~ lab SMlp1e$!.. 1~\ICì96!2 Krn!OO wllÍt:....1D4af9é7S ......, . -. , . - M$Ot,ued LI~ ,Samølu: IG4ð096SZ 81m R~ing P¡¡NMt~ lIn1h Ra:wlt Usn. FQOtnotes 'Ir'OI\ ug/l NO ~.O "¡!!Ianeie ug/1 tIÞ S.~ TOU' tlal"Gnes 5 \1911 HI) 1MO - ," , . l.A8OAATORY COIITRDL SoWlf: 104819883 Sp1ke LtS lCS PMall!rter Units COne. Result !h:£ f~M J ran '11;11 10DO. O~ 106& 107 ~anest': ~1 l00g.0~ 1039 ]04 TQtal Harnss ug/l 0.8000 ~44900 ...... . .... -. , . -"- ~TRIX SPtÞ\~ , MHHX SPIKE D\J1I!.ICAl1:-. 104819891 1048199~ l048OS957 ~pike H5 KSO MS MSD ~ Paral!etl!r Units Rewlt Cone. RHUlt RMu1t ¡Om %.B!s Bm Fl)Otnow I~on ugl1 77?3 1000.00 1836 181>2 It~ 109 1 Manganese U9Jl. 1~.1 IODD.DD 1116 11)8 lU1 103 l . Tot.' ~dne" U9/1 33730D 0.0000 6613000 674UW 2 .. ~,.- SMlPlf OOPtICATI: 104al~17 1041~3S. ÐUP ParaM't.1M" _ Unit!! ReS\llt Pnlllt m f'ootl'lC7tn Iron u\l/1 tI) HO Nt: ~" ~l 25.20 25.~ 2 Totll1 II.~ 11\111 308000 300GOO 4 Due: WOSI.) fl9C: ) tflt REPORT OF LABORATGRY ANALYSIS TI1Î$11)Oft shall not I)e ~Od!lCed. except In bH. wit hOlJt \he writtel'l ÇO(ISe nt of PftC$ ~ic.'J serviœs, II')(:, ~.. u~ ~,. .~., oN.. ~'t: ,"'r'" 'II j. e _.- J.u/"l/u" 1~:u8 rAA 3~O 229 4301 S.tJI -+ SEH BRAINERD III 016 . !iep·lI· 2UUa IC41t'M MßK~ IKAUI WtLL~ INL· NO· HO I y. D ···ßAna/yticar .... l'ðc. _Irtial im#1I. iii'. 1.700 Elm Screer. Suitt' 200 MínllelþOlis. MN 564'4 Phont:: 612.6117.1100 .. . __;. QUAlITY COIITRDl DATA nx: 61Z.607.6444 . , LIÞ Pro3!t1: Ntøber: 1077i",' '.. C1im Pro.Ject lD: St. Joseph Test Wl!1'J. ,.96901 . . .-- .. - -... ,. at Batch: 95~09 . . Analysí$ Met.tmd; EM 92231 . . QC BatCh /ll!ethod: A!lAlysis Oe¡cnpt1an: ToUl CotifOt'tll in water Associated LaÞ Snp1e$~ l048096SZ .. , . " r .. . . . ..... . ..' .... , , ". .' ", . .' " . .., . .' , . D1'U!: 09/118/0) P.,.: I ~f U REPORT Of LABORATORY ANALYSIS , . . This raport shall not be reproduced. exetØl in hll. witIHIut tile written çO/SOßI 01 Paœ Analyt~ SllViellS, Inc-. I. A~" ~ ~'......~ '. '-f'$. if ... ": . ..J,.Q[;l1/03 15:08 FAX 320 229 4301 SED -+ SEH BRAINERD ~017 , 15ep·I\, LUUi5 1l:4Jt'M MAK~ I"RUI NtLLb IN~. NO· HOI 1'. I ße~~~· Pm hú'lltIl H,,*", I"- 1700 Elm Strett, SU;U 200 , , MJ/¡neapoIfs. MIl 55414 OOALITY CONTROL DATA PMne:672,œl.17OC Fax: 612.607.6444- · Lib proJeCt NuIitIcr: 1£171160 . .. CHent Projeet 101 $t: Joseph Tnt Wen 169MOl . '-. . ___a " . - . À~l1$i$ I'Ietl!od. EPA 1S£I.1 QC 8It(h; gss2~ Uc ~.tch Ketnod: EPA 15D.1 .' Allil,)'$1s Ot¡Cf'ipticn: pi. Wattr AUO(i at~ t.D Sap'es,: 1048U96~ . .. - -" .....1- '. . ;~ - .' lAISQIIATORV c~ swu; 10~120D3 $pH;t lLS LCS Pllraeetl!r .0fÍ.1t 5 ~ tlmlt t Rtc FootftOtes ~ 5.000 ' 5.000 lOQ . . ....- .. . . SAlil'LE DUPLICATE: 104812011 104164907 DIJI parMeter units ..Bn~ RHU1t ~ footnotes pi! UDO &.500 II 1 '. , · \ .. . .; I ~. Dolt«: D'Jœ/91 Pi9t; S of 10 REPORT OF .LABORATORY AlAlYSIS . ThiS report sMli nOt be ~dUCid. w.eøt in full, wi1hout the writtel! coom'It (ß Pace ~lk:aI ~t Inc. ~ u...", ~ .¡:~ ", n' . ,I.. · -., 10/31/03 15:08 FAX 320 229 4301 SEH ... SEHBRAlNERD I4J 018 . ~ep·ll· lUUJ Il:4lrm ~AK~ IKAUI WtLl~ INv· NO·4,)OJ y. II . µAna/yticar hc.~ 6Itm:t1, 1M. 1700 f/m Stflr:t. SlIÎft 200 '. Minnapolls. UN 55414 .. . QUALITY CONTROL DATA Phone; 612.601.tllJO . ..' __.pxeIðÞuøm Fax; 612.60'f;U.f44 . , , '. Lab P''ÖJect ~er; 11177160" . . Client Þro,ect ID; St. Jon"" Test weH K9¡¡9Dl .... - ,. .. QC 8~tch; 95717 Allll"" Method; f:tA 160.2 oÇ RatcUtetl1od; EPA 160..~ Ana1,ysis OesC1'iøtton: TOt.l Suspended SaHdS .ÂS5oc:iat~ lab s.pl.~: 194809652 . - .. tll:.1HOD 1lAt«.: l~B2498l " AsscI4tollla~' iMP'": 104809652 .... Blan( Reportill§ f PIIrðlleter IJ"; t:s Result ' L;liL footlllltes Total Susþf!nøeø SOlids 119/1 NO 10.0 1.A8ORATDIlY ëóltrROL SAI1PI.£: 1048t499Q ... ..- n . ..... _.- Sp'ike lCS LCS Plrillletvl' Ul1it$ ~ Result ~ Foo!:l!ò~s ,. Tutal SllSpenGed So,~~~ 1119" ' 100.00 99.80 lØO ; '. .... . .' -¡.., .....-- SAlWLí DUPUCATE, J~2S005' 104a04B77 . I>ÍIP fatameter Units Rl!sult Rl!!Ult Bm . Footnotes . TOUI SUspended SOHds "!t/1 808Ð 7760 4 -P' .- ..' .,' $AIoWL£ DUPLICATE, ¡04ð27ó54 1114B06344 PUP -PllrallC!ter ~1ts . Result RelUlt RPÐ Foøtnott's Total Suspended SoHds asJl 125_0 145.0 15 ..... : . ~ .. ,', '. .' , '. . . .. . . " ~. . " . . '.' . . ", 0..1<': g,/U/IU PI!: , of 10 REPORT OF LA8ØRATORY ANALYSIS ¡his reøon sllan Rot be rej)roœced. except in fIIR. wiUIotrt the wriltet1 COI'I5en1 01 Pace AnalytiCal SeIViceS. I/IC. " Uf,. ~ ~, ~ .."'to ~l .,! - - .__.__,.,.10/31/03 15:08 FAX 320 229 4301 SEH ~ SEH BRAINERD @O19 . ~H·II· 1UUJ 1,:4;(1'111 MAK~ IKAUI WtLL~ IN~· NO·ltal t', , , ßeAna/yticar Pm AItflyfful SenWr, f1re. 1700 Elm Slree/, SuíB 200 Alìf1flfflll1Ol/s, UN 5$414 :. :: OOAl.ITY COOTROl DATA Phone; 612.601.1700 . ww."eelln.cø fax¡ 612,6Q7.6f44 . . '. . , . . LAb Proj9ct; ~: 1011160 .' Cli~t .P1-ojeçt tD: St. Jo$~pII Test .,.11 1696901 "" .1- .- - - Qt tiateh: -95778 . Ane1Y¡is Method: EPA 160.1 OC &etch ltethod: EPA \6Q.1 '. . . ",..1)'$i1 Dtsuoiption: Tota' D1ss.olved Solicb hsSiXiaUd lab ~iIIp'es: : 1~2 ..- . " ... .- I1rntOO BL.MI<: la.s25D3~ ^~1oçiat9d lab 5Ai91es; lM8C19&5Z Bl.~1; ]{fpOrt.~!Ig Par~ter Units Re~lt 1.1111t Footnotes Tot;\ D1SS0'~ SoI'd1 JIQIl II> 10,0 ~R..ìòRy CQ1ITR()L SAm!: 104825047 .. . "",." .- $p'~e Lts lCS Ÿat'wter Un1ts ~ Result X'Re«: FooÞlottG , TQtal DiS501~d iotids "911 200.00 161.0 60. - . .. .- SAMPLE DUPl1CÞ.TE: 10485054 lII4 B09652 D\A' . PQr!lll'ett!" unIts ReSlllt Resu1t 8m ~notQs Total. D1$~1'ed Solids .-gfl 289.0 2%,Q 2 .. c .. ~, . ,0' . . . . lIoIa. WtelOJ P~I 1 ., " ." " REPORT Of WORATOR1 ANALYSIS This reþOrt SIlaII not" be reDfOÒ4letd, ~ In full. WIthout tile wñtten c005e1'll DI P3œ AnalytitaJ Sefvim, In!:. J....i,.":'..:!~'J.~,. ..~ þJWF . . . .." ,- ~ ~ 10/31/03 15:09 FAX 320 229 4301 SED ... SED BRAINERD IïJ 020 . ~9P·II. LVU.s 1¿:4,lI'M Mfl~~ IKAUI WtLL~ IN~. NO,4.101 ". III ':µAna/ytical' I'lCt -1fIi"I SItric.., 1M. I700 Elm StINt, SrJI"r8 200 ~."'N 55414 . . QUALITY CON1ROL DATA PIroæ: 812.6IJ7.110D . __.puetats.NIfI fhr: 812.607.6444 lib ProjeCl J/uIIIwr: 1077160 . , Cl;ollt Project 11): s.t. Josoph Test lie" 169691)1 '-' ..... . ,. . . (lC blell: 95513 Analysis Muthød: El'A 300.0 OC &iUttI Htt1lod: [fA !CO.O·: A"'lYS1S O;scr;ption: Anions. Ion thrOllliltographl' A$soe.icted I.Ü $allp1es: . 104.809652 .' '. . .......,.. , - .' . !4ETftD!) BLANK: 1048108B2 f¡ssOClet9d l~ Samples: lð480t652 .' . Blank -Reporti", "4"~ Units lI¡m¡lt L itltt . footnotes :FlllO".Cfe IIgIl NO 0.100' thlorid~ 119/1 lID 1.tIO Nitrate ¡, N IIGIl NO 1.100 .'. .... - .n - LABOM1ORY CONTR<Il SAlftE I LtSD: ID48l0890 1~109O8 . Spike LCS ltSD lCS lCSD ~al·ðtIè\er !Jgl~L- tone. ~.sult Result % Rec ~ !!r.!! FoOtnotp.s fluoride IIIgI1 5.0CO 4.67U 4.570 9J 9_ 2 C"lor Ide lIIyl1 5 . BOO 5.100 5.05U 102 IDl 1 Nitratp. as II .g/l 5.000 4.1170 4.870 1t7 97 0 .' . - . .- . HAJRJX SPIKE 6 '"'t1UX SPJIC! DUPLICATE: 1048111916 1Q.481D924 104809652 Spike tIS MSD MS MSD Parameter Unib Re5!J1t ~ Result lIesLllt % ReI; ~ Itee. RI'D Footnotes fluoride 1119/\ O.29Ob !..OOO 3.840 4.050 71 75 S 2.2 Chior1de mg/~ 21.4D ~O.no 10.50 70.80 9& . '9 0 Nitrate as rt IIIgl1 0.1800 S.OOO 4.820 4.870 93 94 1 lIal~: Otll'I03 '.....: .0" 10 REPDRT OF LABORATORY ANAlYSIS This I1!KIrt shall not bl! œprodUGed, exGOD! In full. wrmaut 1118 Wllltell COMe"' of Pace Anlllyric:al Sl!J\/ÎcBS, Inc. oO _( ~~ :.', t 'J.... t! . \'. - - 10/31103 15:09 FA! 320 229 4301 8EH -t SEH BRAINERD It¡ 021 , ~eP.ll. ,UU;S {:W"M MAK~ \K~UI WtLL~ IN~· ('II) , 'iJ 0 I r· I I ß~fyt!E.~· hfp ~/}If1ØI!!nb6, 1«, '700 Elm S1reef, Sli/5 200 ~, IAN 5541.f .. QUAlITY CONTROl DATA Pbont: 612.6D7.11oo .. FaJc; 612.6fJ7.6444 . .. Ub Projei:t IUlbtr: 1om60 Client Pro~ 10; St. Jo$~1'I ìest wel1 I69ØOl ..,t1 - .'- ~ QJ; BltCII: 960'37 AAal~s1s "ethoð~ EPA 310.Z OC ktçl ~t1Iod: EM 310.'%' AQI)y¡is bestr1øt1on: Alkll;n1t~. tot., A$socia\8d ub Smp~l!S: .' l~ .. ...1.,' --- ." .. H£TJt)þ B LAN,\(; 1 Ó4B4187 P A$$~1i1tod l~''$~ln: 1~ Blank Rtport 11\0 ParnetCl' units Resutt U"it. footnotJ!s All1l.H1I1ty, Total ~11 110 10.0 ..... .. . ," . -". ~'. ", .... ". 1A8ÐAA1011Y COHfRíll SfIIol'\.E " lCSD: 104841887 t04M1895 Spike lCS LtSD ltS lC.SO Ptra!l'lêt&t' Unit¡ ~ Result Rewl t l' ~(!C t Ilee. ßm Footnotes AII:.Hnlt,r. lotil Jl9!1 ISO. 00 153.9 1S4.0 103 103 0 . ... - . -. . . .r IiA1RlX SPIKE ~ HATRIX Sl'JI(t OOPLICA'fE: 104841903 lØ4841911 104a0S049 Soike J!S 11$0 MS tISO PlrMet~ Uniù ~su1t ...ts!!£... _esult ~s\llt f.!!5 1'~ ~ f'ootnotfl' Alkalinity, Tot.' It9il m.o 1S0.00 ~D.e 39M 93 92 0 . . .' . . ..- SNf'~ D'JPllCATt: 104S41929 111480 9 ð8' CIJP P~ra~ter 011115 bsuH Rl!sult . am Footflotes Ç,fka linHy, TOt/!' II!9n 718.0 7~.O 1 0.,,, "1Ð8/0' fate: , J! 19 REPORT OF lABORATORY AlALYSIS 1h$ TeøO/1 $lIa» not b~ reprOductd, exupt 11'1 full, wi1hollt lhe WTillen consent Of m ~ Servim, Int. ~ ,~. ..' >" t~ .:~.~~ .). .',' !. - ~ 10/31103 15:09 FAX 320 229 4301 8m ~ SED BRAINERD IlJ 022 . . ~ep·II, lUU", Il·'HYII\ M~"~lnRUI "tLL~ I"~. NU·~JUI r. I ¿ µAnaMtar PM, ItIIfI1ttøI Set*tI, lnø. 1700 Elm $trrJer. S~ zoo MinllUpOlis. MN 554101 Phane.· 612.601.1'lDO . WMI/.,,--.um ',' . Fax: 612,607.6444 - I.4b Project Nløber: 107n60 Clîetlt Project lD! st., JDsepn Test lien -1696901 ijÜÄLÏ'rl'COÑÌROL DATA pAfWt£ftR. fOOTNDTES .... ." . , . .- Cohtiskent ..,it" EM ~ldeHnes."~ (01!œCItr&tiOllS are disph,yed Ind !lave been used to calCllll1te t.Reç and RPÐ values. ., . lCS(O) Lmaretor1 ,t:ôhtrol SH'911! (lNp1;cote) 1'15(0) "at.r'Jt Sp1ke (Dup1 icate) DUP Sœaþl~ DuPlicate II) NDt dètiectM at 01' 1\)01/11 adjIJ$ted reput1.ift9 \1ait. tiC IIot Calcul.ble J ~st1Nted tOncatltJOlttOß acove tile adjusted _thad detett10n Hait MJd below tfIe adjusted reporting l\alt II)t . Adjusted Ketno4 DetectiDn L i..it APD tehtlve Percent DUrerence (1) S8I\Ple wu received in excess of the. retlJMeJllled hold tiM., [2] ¡he spi~ reeovert \IIU 0\.IU1d!! of aCCG9tanct! li1ritS. . Date: ~'08n3 . 'iff: 10 of 10 REPORT OF LABORATORY ANALYSIS 'OIlS report shall not be IIIproduced. exceørln f1iU. .. wiltlout tÞa wrinen COIIsent 01 Paçe AnaJytlaal SelViæs, 1"'- .. "'-' ~ ...., "'¥',. .~I f .~ '- 10/31/03 15:09 FAX 320 229 4301 SEH -+ SEH BRAINERD I€J 023 , . ~ e P - I. L U U J It; if l 1M MAK~ I«AUI Wtll~ IH~. l'io·q~þl r· I [ ·ßAf1!~~. ... PIU AItt#yfIcaI Stfricø, f/I#. 1700 Elm Srreer. SlJiIe 200 MiMeapoIis, MN 55414 P~612.6ð1.7roa Lab Project ~er: 1077160 Far: 6f2.6Q1.S444 . C1;~ l1'O~ JD: St. Joseph Tut Wen m6901 õüM.ÍTY··CoNtRo~ DATA PAAAHriER' FOOTNÖTES .. " . . . .~ CDnsistei'lt IOI1tll (PA gu111@)11'ß. :unroUIIIJeô conctl'trit1ons ~ d;s~h)'ld and IIioYe bftn "sed to calt1.11ata t Rec and m wa1\1e$. .. \,CSCOJ LabcrCltOf'j .CDntT'Ol SMlp1e (ou,l \tðte) KS\D) "atri~ $ø1ke (þijpliclte) Dœ S&JI)lO' nupHute ND Hot ~tcttd at or above ~~justed reopot\;il'lg 1il\,t Nt ftot Cala¡1ab1e J fSt\ßttò ~onc.ei'\tl'aUon :lÞØ\'t tM aòjurted _thnIJ detmi\lll Ihrit .rd bt10w ttI& adjusted reporting JiJlit MIlL· ~d~ted ~tnod Detection Lie'\; RPD R~1ltlve Percent DHferençl [1J SðIIØle 1/" M3COivrd. 1" exœss of the NCDtIiM:IIded hold t1~, . " - .... .. . - . A-2 - Test Well and Observation Well Construction Logs . 10/31/03 15:09 FAX 320 229 4301 sm ~ SEll BRAINERD 1lJ025 Oc t ' \ 3· Z 003 lì:44AM MARK TRAUT WELLS ¡ HC· }1D· :,774 p. 1/8 - ,":=i'''~-·"' fØlNßOTA. Ð!:I'AImmIt Of' H&JI.~TK ''!....rrIJ!!:W1A ul';/UUC w~<~~ we!..l. AND BOAING RECORD I 69G..901,~ I.!1maA_SIII_ (;ftevrer ¡øJ r.;~' -- I . 12/:...._ ..2L .._. 1& 1£ ~ ~~. ¡iflii;;?tW-"rH(!f¡ -1tñR l'~ ,tt, ù¡,'1I"," ~ "~...,, ~3 ,""""t, 5 as ,"",'l/iW' 'AI Ik.'IP''''' 0 .... mi...", , ~'rl,q '5 n\;~'~ 00,;.." nD~w t1foUOð~. ~\ N.al¿ Cit>. -:~·.;';1rj, r"1fn..IWH~ lu:I'b1h rv'if¡,;ïH~~'- RA\I;¡oI' Ix "'";II' r.l.h.·n,..-ø M r"'-\ I IN(¡ ~1 ~liI.' l......\~,*H"ti:iiihil:lyl 'lotI ¡.., ~JII.4J~~~kll,l1Jl\:~"~~~!i~-·-"" ~ ITI!Ø ". ...11/IOCftI\ '*'~'" __ft. 1"0 * " ~~~~~ Iï.~ n "'-r.a l J "'HIS\IiI))O"'~ I '1'. Ur~ íI è,"''''', _ He" n,~_,C'&I · , . . · . . .. ·'r'· "1-- ''"""'7- '¡.. U'--'!\1""m¡~ n",~" n~ , . . . n.'~ f'W; n~_1 .. , - - ''''im ..~.- _..~.~ ",t: ~.. r;A.'1m~ Priw~....1 f \..... rjNò I'I'Jl\: lH.... ! 1 . , I fit!... IJ11~'"'\'" c.. Wdhl · ........ ...... .- · . . . I'\Wo.; ..... 1.1.. : i ; ; ~- · . . . 1 · ........... ..... c;r,:¡1H(; nll\Mnç R "'fJt.\IOT .. . . , · . . . ..- 3/4 W,.'I 78 þ ....6:... hili 45 .. 18.97 b.' r ''''~..--I "10 Il -- ....It!. __Irt. 19_~ PRÓ~Fr:iY ~"'I'Io\'¡:k'$ NA/.\Wú~y ~ ,",It I .!!-.~ ._._t-o.l!I, ¡",,^ ~. . _.~.. ~~N OI'~N II(~ I: P1Or)6f1!J o--..,.,e:re H't'9.~ ~~e rf~..ltIh¡ DLU\ tilkl~}.lhÌIU.III~;':; iI~"-J ~;---- ,Ip" ~ .- FHVIoI It ¡"C. ."': ro Ðœ 1717 ly:.. ~n1_ O;~" 6" TèJJ. .-- ~t.l8. 18. -2š~·D,3).3). 'J}..."Jv, 3) ft. St.. CI~, ~ .:nm-1717 ~\UI'~I h..,oi í5 I\. Fm~~ Ú X 5 BustúDg \¡IA\/,;w.qel\~¡¡o, 22 k·lIJ- Ur"r'M'~n<I"'!f>.. rlr,.....~ 8-]4.ffi >'IFI' (iWt~" N"""\;A;,>w_y ~ ~NCi lC'-ltI. (1_"1__ \,r¡,d '1017f:1-1'If'.) Illlllt( N~ ~""W'Q ð.plft W\:lL "WI Wiil'u:'11f.)N n 1'1""'" "\oJ.*" .r...~.J,"" M,II U~~ Œ 1:1 In. abOVt pfMt . 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ÜfY,I;¡IÔi.. ~\lvnÇCi or D/(f . .J" tmk J 'l£a¡t;.~.n q, Pr 71336_ Sa'ln1 Iad¢.'a M~fZ-;;;r~~;;6,?5.. 18 Slot: 4 ft 25 Slot 4f~ A¥d'Ut-H:.4 R':('It'f!.t.~¡rXr... .c;,n~,." Ib!~ 3> S43t5 ft. ~ Slot 4ft 1?11e Mi1œ 9-o17-{ß M1NN. D~'~~; H¡;p.l.TH·~~_ _ J 696901 .. .- . -- 0I:1""'-:J~ D';t/p -.- . _ .1'fe.ðl2'ðSn5!~.~ 1.II'YUmn -- , 10/31/03 15:10 FAX 320 229 4301 SED -+ SEH BRAINERD Ii! 026 Oct·ï3· 2003 11:4UM . MARK TRAUT WELLS INC. No.~774 p. 2/8 _._.- MII'tNESOTA ~AATM\!NT 01' H£AlTH [~'¡qT69~J3~':l ... . WELL AND BORING RECORD ~.. SIIIIII'ø ell."...,. IMI wt:1.1. DèM'H (.....~.i¡ - . . .._. IJmw.)I1Il.o'",,--;¡.~ . ... _ª""Jkœ ... 'I. 'IS ""'" 11Ñ~~T")f' n,:--- iODI nunYll'. ur.o,¡ n"·Jlltf ii'lNfI/ U,k'''. Qrt-fn,Itl-m!v::J n r'/;¡ ~ IITDAQrI1l'lClÙ;;:;;¡¡;;' Viti ,.., .m~ I IjA-"~J ~r.bfo ....CIIUMI6<\ ðI WII'ln U«1On """,,",,I ")C'. _ten i\\IID A ...a 100:1-. ~M X ~\~:r~~~:;¡ U~:: rrnoM n. 'II:! _.. If. N IJ lh>oii\llt;''Y n~O!In¡¡ UlMtlL~tt: HtTrwmttrl~Wf''''' n 'dU."Y~;-1! 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CYl;cuL, m 56n--1117 _~1.tTom_lII_fl Q,," ' QI'«' DY~~ QIO-> LJ ~kI.\'"""," WEB QWNI;H1> N4II'.;¡r.O~y N!.Mt SØtnNlOPEH \!OLE ....9H.cm:.œ ~ ,111. Sctel<) Itom iO IQ 7S II. ap.., HoJ,1N)m II> ___. Il Wt.~~._"",,,,,,,_,,,,,,,'~_._~.!>oot 25 ~ Ave OIISTftuet JOltS St.. h, JtJ Yß74 n Ro~,¡I)rDp PIP\' n Ch~ V.~~) n Oetl11f. n fill U...~tìI1.n)(;!OM Ty¡'ø! of O!\OJC\IC\1OI1ð (Utsffil¡~) -. Gl!O\.OGICAI. ~ COlOl'l H~~:~~ fAOJll TO (1Q:.tr...:~",,~ !~""eø? n~ nNo r~ !',-;;;¡¡;,.,.", ~~"""""'''''I_'''' ...,¡¡"'_. pUlIP Tin øril .." n.w 'J';pl> . . -.- .S. .. . 0 ..2 o A.m<M!d Ð NoI Pn!,~'" 00'....... ...... -- Cbr ._.~ ...~ S 2 4 IÆTJoIOD USED TO SIE II.l AIiNUL.A1\ $p,t,t;¡ U"NinN 2 C-' Oft CI.~I'IG AIIO ~m: I«IU> 1ft c:: t. ~ ~NnArwo1rlrr~f!""¡:;''':J'' o A."'t"'Ii'_""""'~_""'''r"'''' u~rl<'-ðil\lo""""'_ ~.. v.. !yOO'> In k o Pcrrlotw"'¡' c:! Ru,,*,oü iO'\."- 10 It. OPerior..JW o R<,II1<J'.:( ....~-- --- - Type 01 ~Of'SlOf - . -.. '- --- - .. -- .-- 0011= .. ....~.,- -_... ... 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II.:', :;¡ n1 L>J'l:.NIIi',O I'A)\I'\,¡: rI~P'1 u: !;r\'r CfJlrnN~ - -. --_.~ - - M1 IN. MI.!. . t; 1;\1 :I.~~ - ~ - -' '- - ø m&:t.:Jo -.-----.- Ii .nf-ti I~Ø _ _ - .-. - I~ .I~7 II~ . .-.--..--.- :/(, ,!KIa /1110 ¡;cnEENHECOMMENLJATlON5: DIAM.___ ._ _. 3~ It"" OM I ~ ,UtI.' 0.4:! ~,: $l()T~GETIING±Jí.N(iTH~ r .u\.: n:m -_. m .UU8 0';':, ,m QOo) U.IÞ .' .~. , . SO MANY l:o~DlFnATI[)N::i lNTm INTO nil: ~IN(\ ()I A GOOD \Nf, I 7til'I. WI1IL" we ~I.ICVF!; ()I :>IZ!:::'; fIRI'miII(t1 on R,,¡;OMM!'NOFO _ _ A_ _A ,·n".. ~...., ".,.,., .." .""'·'UJWrr.T wi" ....~-:>JMI Nt') IIF!1PON:ôllJll,Tv 1=OA II" $lJr.c:~Ul (1I'1'RAIION OF ANV WI.Ll 10/31/03 15: 13 FAX ..32U29 ..i301 _. SEH - - -. - -+ SEH BRAINERD !€J037 ..~ ~¡/A".14. H03, 3:41PM ",MARK TRAUT WEllS INC·,OON SCOQN9 No.3H9 p. 7 ~OOl aob..srøens~ .. w.hmrd CcI1!p¡n¡ . - FAX .... . Dat&: AUgust 14. 2003 Pg 1 of 2 To: Les WlrJð Traut WeU Fax # 32Q.259·0594 From: AI Smith Phtlne: 1 800833 9473· ex! 180 or 651.638.3160 (direct) F8)C: 1 800 328.9891 or 651.638.3171 Emait: smitha~nscreens.co.!!1 Subject: Gravel Pack and Screen Slot RêCOmmenctatiQns Basad on the sieve anaJy,ts data you ..nt to me to revtew, I would raconunend use of 28' of 12" Pipe SIze Johnson 304 Stainless 8t..' 100' Depth HI-FLOW Cons~on to be set from 58 to 83 feet. I suggest use of an 100 slOt screen with a Y.'" X 1/8" American Mtteriak gravet pick. Please rafar to the SUbmittal Data Sheet for additional screen information. Please ¡;;aU if any queltions regard our recommendation. AI SmIth . Techn'cal Service Eftatneer JDI'IMOn $ueooli. Inç P.O. Balf 64na - Si PtuI, M\Me&Þ'a 561ð4. USI\ Phone 6$1.636.3900 F'Þ U1.638.J'\32 WtIo'W.John$OMCÆns.com - - 10/31/03 15:14 FAX 320 229 4301 SED -+ SEH BRAINERD I1J 038 . ~oa/AU!·14. 20033 3:42PM 8SlMARK TRAUT WEllS ¡~C·1SON SCIŒENS No.~199 P. 8 IgJOO: .' 811412003 . UOhnsonscrøenslW A~COInpIfty WELL SCREEN SUBMITTAL DATA CUENT:Tæut Well PROJECT: 100' Depth HI..nOW ConsInJct,on Material 304 Stain/eat Nom SIæ 12 PS 300 mm Estimatod TottI Well Depth 83 (t 26 meters Estimaled Feet« screen 26 n 8 m"~ Dêsign Sloe $~e 0.100 in 2.5 mm Appro(. Oustde Oiameter 12.78 in 3Z~ mm SaeeD 8ImM Inside Diameter 12.09 in 307 mm Äppl'«D(. ctearlO at FiUings 11.84 in 301 mm Approx. Weight Per Ft 13 Ibs IJ kg Wn WldIh 0.071 in 1.B mm Wire HeIght 0.171' in 4.6 mm Calc. Collapse Strength · 44 PSI ~ kgtaq.cm OøenArea 68.6% JrØI<. Area 282 sq.in.lft ~9Ø3 sq.em.1metør T,ammltilng Capacity-at 0.1 Wee.;; 87 gpmfft 18 ",Slmer.,. $uøpott Rod Dìam 0.153 in 3.9 mm . ND ROds 64 CroS$ 5edional Rod Areø 1.38 sq. in. 8.92 sq.cm. Design Vield Strength 30.000 PSI 2,109 Irg/sq.cm Calc. Tensile Strength . 35,300 Ibs 18,000 kg Mu.Recomended Hang Wt. .. 17,600 IÞs 8,0lJD /(g CoIurrtn LOad - 38.800 IbG 1',700 kg . " bJœd range cA aka conditions can impact the physJoaf auengt.h 'equîn!mel'\t$ fvr a successfu screen InstaUltlon. Consult Johnson Screens Wltn q!,leltions reguarding the perametera presented above as they relate to 'JfNf specific requlrementl. - Vertical weight on ecreen that shouJd "01 be exçeeded YAthout consulting mllrúaocurer. Column load Clieu18t1ons should inctutte $Ome allowance 10t gravel pack c:anlrubiUon, Prepared bV AI Smlth.Watw Well Technical Service Subjeçt to Jatmeon Screens Standard Terms end Conditions - . Appendix B Pilot Study forthe Removal of Iron and Manganese . . I I I November 24, 2003 SHORT ELLIOTT HENDRICKSON INC Multidisciplined. Single Source. . Pilot Study for the Removal of Iron and Manganese St. Joseph, Minnesota SEH No. A-ST JOE 0302 November 24, 2003 I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the . JaWSOf~ Jeffrey ,. din, PE Date: November 24, 2003 Lic. No.: 25222 ,. Short Elliott Hendrickson Inc. 1200 25th Avenue South P.O. Box 1717 St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 (fax) - - Table of Contents . Certification Page Table of Contents Page 1.0 I ntrod u cti 0 n ...... II............ II 11.1.....1..................1.... 11.....................1......................... 1.1.......1 1 1.1 Source............................. ..................... ........... ................... .... ................. 2 2.0 Objectives II II II ........ ...... .... ......................................... II II II ...... ............. ................2 3.0 Pilot Testing Processes and Equipment ...............................~..................... 2 3.1 Pilot Testing Processes ............. ......... ...................... .... ..................... ...... 2 3.2 Pilot Testing Equipment............. ..................... .............. ....... ..... .......... .....3 3.2.1 Chemical Feed System ................ ...... .................. ..... ...... .............. 3 3.2.2 Detention Tank................ .......... ........... ............... .................. ....... 3 3.2.3 Filters................................ ......... ................................................... 3 4.0 Pilot Study Operation........ ......... .............. ............ .............. ....... ..... ..... .......... 4 4.1 T est we II .................................................................................................. 4 5.0 Sam pi ing and Analys is ....... ........... ....................... .............. ............ ........ ...... 4 6.0 Resu Its.. II .... I....... ... .... .... .... .... ...... .... 11...1.1.... II II II .... .... ... ...... 1.1 II ....1 ...... II II ...........1....5 . 6.1 Test Well................................................................................................. 5 6.1.1 Results with 30 Minute Detention Period ...................................... 5 6.1.1.1 Silica Sand with Anthracite Cap ..................................... 5 6.1.1.2 Manganese Greensand with Anthracite Cap .................5 6.1.2 Results with No Detention..................................................... ........ 6 6.1.2.1 Silica Sand Anthracite Cap .................................... ........ 6 6.1.2.2 Greensand Anth racite Cap............................................. 6 7.0 Co nc Ius ion s ... .... ........1 .... II ... II" II II ...... ..... ... ... ..... ............. ..... ....... .... .......... ....6 7.1 Recommended Treatment Process......................................................... 6 List of Tables Table 1 Influent Water Quality........ ............................. .................. ............ 2 Table 2 Filter Effluent Quality (Detention) ........................................... ...... 5 Table 3 Filter Effluent Quality (No Detention)............................................ 5 - ~ SEH is a registered trademark of Short Elliott Hendrickson Inc. Pilot Study for the Removal of Iron and Manganese A-ST JOE 0302 St. Joseph, MN Page i . Table of Contents (Continued) List of Figures Figure 1 - Water Quality Silica Media No Detention Figure 2 - Water Quality Greensand Media No Detention Figure 3 - Water Quality Silica Media detention Figure 4 - Water Quality Greensand Media Detention Figure 5 - Headloss, Silica Media No Detention Figure 6 - Headloss, Greensand Media No Detention Figure 7 - _Headloss, Silica Media Detention Figure 8 - Headloss, Greensand Media Detention . Pilot Study for the Removal of Iron and Manganese A-ST JOE 0302 City of St. Joseph, Minnesota Page ii November 24, 2003 . Pilot Study for the Removal of Iron and Manganese Prepared for City of St. Joseph, Minnesota 1.0 Introduction SEH conducted a pilot study for the City of St. Joseph. The pilot study was completed to assess the effectiveness of various treatment processes for the removal of iron, and manganese from the City test well. Iron and manganese contamination is quite common in waters of the . upper midwest. These contaminants are not considered health risks, but they do have a negative aesthetic impact on the water quality. This impact will cause staining of household plumbing fixtures, discoloration of clothing, and plugging of the piping systems in the water supply. It is not mandatory that iron and manganese be removed from the potable water supply, but with the levels that are present in the City of St. Joseph's water, all of the above problems are present in the consumer's water. Iron and manganese are nonnally easier to remove than other contaminants, such as calcium or magnesium that are found in groundwater supplies. Iron can usually be removed by aeration of the water followed by filtration. Manganese typically requires chemical oxidation followed by filtration through specially prepared media designed for manganese filtration. These processes are simple, but there are many factors to be considered in the selection of a treatment process. The test well was high in iron similar to the present wells that the City uses for water production, but this well was also high in manganese, which is not the case in the present wells. A-ST JOE 0302 Page 1 4.0 Pilot Study Operation . Jar tests were conducted on the water to establish the required doses of chlorine and potassium permanganate for the iron and manganese removal process. The sample that produced the best effluent quality below 0.3 mg/l for iron and 0.05 mg/l for manganese provided the starting point for the chemical feed equipment. Jar testing indicated a demand for chlorine of approximately 4 mg/l, a demand of 0.5 mg/l of potassium permanganate (KMn04). The chlorine solution was mixed using 3 grams chlorine per liter of distilled water. The potassium permanganate solution was mixed using 3 grams of potassium permanganate per liter of distilled water. 4.1 Test well The pilot study was conducted with the following flow pattern using water from the test well: " ..' · Chlorine feed 4.75 average mg/l as Clz · Potassium permanganate - 0.5mg/l · Pressure aeration for columns without detention · Draft aeration for columns with detention . · 30-minute detention Filter loading - 3 gpmlft2 · · Flow rate - 1.05 gpm per column The chemicals for the columns without detention were fed in the influent line before filtration. The water was aerated using a pressure aeration unit with an air flow of 1 cubic foot of air per hour. The chlorine was fed first followed by the potassium permanganate. The chemicals for the columns with detention was aerated first using a draft aerator 1;>efore detention with the chlorine and potassium permanganate fed after the 30 minute detention before filtration. 5.0 Sampling and Analysis Field testing of the raw water was conducted before each filter run. Field tests of the filter effluent were conducted hourly for iron and manganese. Tests for iron and manganese were performed using a Hach digital colorimeter model 2010. Dissolved oxygen was measured using a Yellow Springs Instruments dissolved oxygen meter. The pH levels - were obtained using a Hach probe pH meter. - Pilot Study for the Removal of Iron and Manganese A-ST JOE 0302 S1. Joseph, MN Page 4 The chemical feed system was monitored using calibration cylinders . on each of the chemical feed systems to measure the amount of chemicals fed per hour to each treatment train. 6.0 Results 6.1 Test Well This filter run was conducted with a total detention time of 30 minutes in the detention tank chamber. The filters were operated at a filter rate of 3gprn/ft2 with the following results from columns one and two: Column 1 2 6.1.1 Results with 30 Minute Detention Period 6.1.1.1 Silica Sand with Anthracite Cap The iron was reduced to a level below the secondary standard after the first hour and was maintained at a low level throughout the filter run, The manganese removal was started after the third hour of the filter . run and was lowered to a level below the secondary standard after the fifth hour, The manganese remained low until hour 33 when it broke through the filter media. The headloss remained low for the first six hours and then started to increase to a level of 58 inches after 36 hours. Table 3 Filter Effluent Quality (No Detention) Column Iron Manganese Filter Rate (mgll) (mgll) (gpmlft2) 1 0.07 0.03 3 2 0.09 0.04 3 6.1.1.2 Manganese Greensand with Anthracite Cap This filter column reduced the iron below the secondary limit and maintained very low levels throughout the filter run of 39 hours. This filter lowered the level of iron in the effluent to an average of 0.05 mgll. The manganese was reduced in the first hour to a level below the secondary level of 0.05 mg/l with an average of 0.01 mg/l. The levels of iron and manganese remained below the secondary standard. The headloss increased over the 39 hour filter run. - - Pilot Study for the Removal of Iron and Manganese A-ST JOE 0302 81. Joseph, MN Page 5 . 6.1.2 Results with No Detention 6.1.2.1 Silica Sand Anthracite Cap The iron was reduced to a level below the secondary limit immediately and remained below this level for the 25 hours of the filter run. The average level of iron in the filter effluent was 0.07 mgll. The manganese averaged 0.03 mgll during the filter run. The filter run was tenninated due to filter breakthrough rather than headloss. The headloss on the filter after 27 hours was 27 inches. 6.1.2.2 Greensand Anthracite Cap The iron was reduced immediately to a level below the secondary limit and remained below the level for a period of 25 hours. The level of iron in the effluent of the filter averaged 0.09 mgll. The manganese averaged 0.04 mgll during the filter run. The filter run again was tenninated due to breakthrough of iron rather than headloss. The headloss after the 27 hours was 33 inches. 7.0 Conclusions 7.1 Recommended Treatment Process The treatment process of aeration, followed by 30 minutes of detention, followed by the addition of potassium pennanganate after . detention and before filtration provided the best filter effluent. The addition of chlorine after the aeration caused the level of manganese to increase in_ both of the filter columns. The iron and manganese were both reduced in the silica sand and the greensand filters. The greensand filter prefonned better over the length of the filter run and we recommend the filters use green sand media. Pilot Study for the Removal of Iron and Manganese A-ST JOE 0302 St. Joseph, MN Page 6 . List of Figures Figure 1 - Water Quality Silica Media No Detention Figure 2 - Water Quality Greensand Media No Detention Figure 3 - Water Quality Silica Media detention Figure 4 - Water Quality Greensand Media Detention Figure 5 - Headloss, Silica Media No Detention Figure 6 - Headloss, Greensand Media No Detention Figure 7 - Headloss, Silica Media Detention Figure 8 - Headloss, Greensand Media Detention . - - . [] I"- C\I co C\I II) C\I '<:t C\I C') C\I ..... C\I 0 C\I (J) ..... CO () ..... - ë3 () I"- ~ E ..... .c .- CO .c-~ ..... Q.cf/ () <C > II) ,... f/.c ..... ()o_c íiì ~""').- 0 '<:t .... ~ .3:;: ~ . ..... 0 0)- ca ::I: ._ 00 "C ~ C') - LL_C- Q o ca C ..... E >000 8 C\I ¡:: -cac ..... .- 0 0._ 0 =0 ..... 00 ..... 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C I'- ::s C)-« U) or- 0 ._ CJ) > 6 u.._..em CD 0r- () 0= E It) E >03:._ ¡:: ="'C.... or- Oc '<t ctJ or- CJ) C') or- ctJ U C\I or- ëñ or- or- 0) W I'- CD It) '<t C') C\I 0r- a a a a a a a a a 0 0 0 0 0 0 0 0 I'- CD It) '<t C') C\I or- OQ) E..c:(/) (/) (/) 0 'ë . ro Q) I + 0) C') CO C') ,.... C') <D C') l!) C') """ C') C') C') .... C') CO N - ,.... s:: N 0 <D +:ï N s:: l!) Q) N - '<t Q) Q N -II) C') J: Q) II) N c.~ 0 .... Q) 0 N 00 II) (13 "'0 0 o Jo.. (13 N Q) J: Q) û) Jo.."""_:I: 0) ... :J . s:: ..- ::s C) - <t II) CO 0 . ._ (fJ > .... ~ u.._J:Q) ,.... C> 0- ~j E .... E <D ¡:: - .- .... . - "'0 .... o s:: l!) (13 .... VI """ s:: .... Q) C') Q) .... Jo.. N ~ .... .... .... 0) co ,.... <D l!) """ C') N .... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0) CO ,.... <D l!) '<t C') N .... uQ) £.c (/) . Appendix C Water Usage Report . i ~SeJ TECHNICAL MEMORANDUM I . 1200 25th Avenue South, P.O. Box 1717, SI. Cloud, MN 56302·1717 320.229.4300 800.572.0617 320.229.4301 FAX DATE: November 24, 2003 RE: Water Usage Report St. Joseph, Minnesota SEH No. A-STJOE 0302.00 14 The past several year's water records were compiled by City staff and provided to SEH for analysis. We tabulated the data, analyzed the historical trends, and fonnulated predictions of future usage. For the purposes of this study, AD usage and MD usage values were considered. AD flow, represents the total amount of water pumped in a 24-hours for a typical day. This is calculated by dividing the total annual gallons pumped by the wells by 365 days. MD flow, represents the largest value of water usage in a 24-hour period for the year. Data values for St Joseph are tabulated and graphed below: . Year AD (GPD) 1986 208,000 1987 250,000 Average Daily Water Usage - 1988 221,000 St Joseph, MN 1989 331,000 1990 231,000 500,000 1991 267,000 400,000 1992 281,000 1993 235,000 300,000 1994 249,000 200,000 I-+- AD (gpd) I 1995 261,000 1996 209,000 100,000 1997 290,000 - 1998 289,000 1999 305,000 1985 1990 1995 2000 2005 2000 356,000 2001 385,000 , 2002 441,000 As can be seen in the table in graph above, AD flow in St Joseph is approaching 500,000 gallons per day (gpd). Review of the data and discussion with the City Utility Superintendent, indicate the MD has been slightly more than twice the AD value. A multiplier (peaking factor of 2.0-2.5) for AD to MD is in the range expected for a system such as St Joseph. Short Elliott Hendrickson Inc. . Your Trusted Resource . Equal Opportunity Employer \ ¡ Water Usage Report November 24, 2003 ¡ Page 2 i I I· Design Year AD and MD values are used for sizing water supply (wells) and water treatment systems. Wells need to be able to produce the MD flow with the largest well out of service. Water treatment facilities need to be able to produce MD flow with a reasonable percentage of í the day remaining for maintenance (backwashing ....). In order to be able to size facilities for future growth in usage, a prediction of AD and MD values are needed. For planning purposes, a period of 20 years is often used in engineering studies. Mathematical prediction fonnulas were applied to the AD values tabled above. Two different models were applied. A polynomial fit curve was applied to the entire data set (1986-2002) and a linear fit curve was applied to the last seven years. Both curves were plotted to 20-years into the future. City of St Joseph Average Daily Flow 2,000,000 . AD 1,800,000 II Last 7-yr AD 1,600,000 1,400,000 - - - Polynomial projection of AD >- data . ,.g 1,200,000 Linear Projection of last 7 -yr .. CII ~ 1,000,000 c .2 800,000 iij c¡ 600,000 400,000 200,000 - 1980 1985 1990 1995 2000 2005 2010 2015 2020 2025 Year The plotted trend lines are reasonably similar out to about 2015 and then diverge somewhat. But it is clear from this data analysis that AD usage in the next 20 years will at least double. For planning purposes we recommend using a design year AD of 1.1M gpd. If the MD peaking factor of 2.3 is applied, the MD design value is 2.5M gpd. In early 2002, the City began a process of identifying and correcting problems related to unaccounted for water usage. While this process is on going, major problems have been identified and corrected. It is estimated that unaccounted water in the range of 100,000 gpd has now been found and fixed. This usage reduction will extend the need for additional capacity for a year or so, but the resulting recommendation would remain the same. X:\s\sljoe\030200lrepons\tm_ waler usage report.doc - . I Attachment: Yesor No I REQUEST FOR COUNCIL ACTION DATE: December 1,2003 - Police Department ORIGINATING DEPARTMENT DEPARTMENT APPROVAL Snowmobile Patrol AGENDA ITEM None PREVIOUS ACTION - RECOMMENDED BOARD ACTION - I . $1000.00 FISCAL IMPACT I I The Police Department is currently looking at applying for a DNR Grant. This grant would be in the amount of$1000.00. This money would be used to cover any training that would be needed by officers in I the operation of snowmobiles. Bee Line Marine has agreed to provide the police department with a snowmobile. The Police Department would have use ofthe snowmobile and would turn it back to them in the spring with no cost to us. The Police Department would cover all gas and oil along with insurance I and any registration cost that is incurred. Officers would operate the snowmobile on normal shifts as to not incur any overtime. With the number of complaints that we get each year. along with the new trail now open, this would give us the tool to stop and enforce regulations. I COMMENTS/RECOMMENDA TIONS I I .- I --