277059 ,
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,� :� A :
ciTY oF sT.Pa,u� COUNCIL FILE NO.
FINAL ORDER
By
I�7l8+� ,
File Na
In the Matter of�tolbCZ�4S��i1� • i�lA17t �q�1 1�l!'i111 �hs acistia�g 11��t�r�e� A� ste�
saratf� of th� �t. �e�asa� �Its�t+�x�vaio ��a+� �cera Natrr �flis� sa�x '�r+aa�tl
awx �ss tasa A� �los t� a� � �e�c�zs ta c� ii� to s pois t bsa�a ei► �+ura►rs
Av�ue b�t+� 1rw�1 �t�rai t aai iia�t�a ,�w�ws llos ti; tb�s is • aor�ir�r c�r
dire�stio� to a c��d+ws poiat ir� �ha saat�ass� r+��awtr o�t Mi�tahs rlar� �
I�tct�at�1 A��a �sC � K�t�' �tl�r �o�ai. �'�r�tlfr a��h�ts bx�ia� �l+a� tb• '
potat b�ea�a ,��� ,�rMta+a�r � a tlx�d�w �ia�t at flair �►� asd tlfslt 8t�reslt.
City �reje�mt l�cr. S-1��i3. �"!. ,�� �LT. �tL�! ST�l�N (�f��r�a �'u�;)
/tl�o, co�strua� opeu-aue st�rn e�r� �r appr�ia�tsly i�S loa� aai �►�art Cfe�► �
sla�l� la �h� i�t�ra �ub-pi�tri{�� a# � ��. ,R�t�ar �11 tieai�t�r �istriat !
fwrt�s dist�rib�d u birw�ded �rrllr �y �set�e H�rrt�aot ot ?�c��tporra�tio
�nt:rrtst�s 9!4 aad Co�w �,w�t; B�I� 8tat�et •od' iie� �t�+�tt� Cit�r l�,�et llo. 13 .
8"r. �11f!'�i11Y` �#TLt� k�LIl�P' �!�!"Ai (pp�n-Cwt �atNxs j
i
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under Administrative Order ~� approved "" �
under Preliminary Order ��'�-'�� approved ',uN '�` ��,
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The Council of the City of Saint Paul has conducted a public hearing upon the above improvement, due not�ce
thereof having been given as prescribed by the City Charter; and I
WHEREAS, The Council has heard all persons, objections and recommendations pertaining to said proposed impro�e-
ment and has fully considered the same; now, therefore, be it
RESOLVED, That the Council of the City of Saint Paul does hereby order that the above-described improvem nt
be made, and the proper City officers are hereby directed and authorized to proceed with the improvement; and be it �
FURTHER RESOLVED, That upon the completion of said improvement, the proper City officers shall calcul te
ali expenses incurred therein and shall report the same to the City Council in accordance with Chapter 14 of the City Chart r.
JUN 3 0 19a1
COUNCILMEN Adopted by the Council: Date
Yeas Nays
Certified assed by Council Secretary
��= 2 1981
��nt Hunt In Favor B JUL
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McMahon Against
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MG;' ,'. !tU�� Showa�ter ,
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ST. ANTHONY FLLLL RELIEF SYSTEM
F�.irther clarification & detail in connectio� with Final Order, Council File No. 277059, ado ted
6/3�/81
Constructing a stormtaater tunnel fro.m the exi.sting Western Avenue stub
of the St. Peter-Rondo Storm Water Tunnel near Western Avenue and I-94
in a northwesterly direction to a terminus point beneath the intersection
of VanBuren Avenue and Mackubin Street. Further, another branch fro.m a
point beneath the intersection of Ch�rles Avenue and Virginia Street to
a point beneath the alley between Sherburne Avenue and University Avenue
and between Western Avenue and Arundel Street.
Also, constructing three shaf�s at the following locations:
Vir�inia Street and Charles Avenue
Arundel Street and Charles Avenue
VanBuren Avenue and Mackubin Street
Also, constructing Storm Reli�f Sewers in:
Front St. from Argyle St. to Como Ave., Grotto St. from Front '
St, to Como Ave. ; Orchard Ave. from Jameson St. to Grotto St., Hatch Ave.
fro.m Avon St. to Grotto St., St. Albans St. from Como Ave. to VanBuren
Ave., Pierce Butler Route from Milton St. ta Grotto St., Milton St. from
Minnehaha Ave. to Pierce Butler Route; Minnehaha Ave. from Chatsworth
St. to Victoria St., Minnehaha Ave. from Grotto St. to Pierce Butler Route;
Minnehaha Ave., fro.m Victoria; St. to Avon St. , Mackubin St. from Minnehaha '
�ve. to VanBuren Ave., Mackubxn St. from Edmund Ave. ta Thomas Ave; Grotto
St. from Pierce Butler Route to VanBuren Ave; VanBuren Ave. from Grotto
St. to Mackubin St.; Dale St. from Blair Ave. to VanBuren Ave.; Kent St.
fro.m Minnehaha Ave. to Eci.mund Ave.; Lafond Ave. from Dale St. to Kent St. ; �
Thomas Ave. from Mackubin St., to Arundel St.; Edmund Ave. from Dale St. to
Kent St.; Blair Ave. from Mackubin St. to Arundel St.; Arundel St. from
Thomas Ave. to Charles Ave. ; ,Arundel St. from 300 feet North of Minnehaha
Ave. to Minnehaha Ave. ; Western Ave. from Como Ave. to Blair Ave., Virginia
St. from Como Ave. to Lafond Ave. ; Farrington St. fro.m Como Ave. to Lafond
Ave.; Elfelt St. from Como Ave. to Charles Ave. ; Western Ave. fro.m Thomas
Ave. to Edmiznd Ave. ; Vixginia St. from University Ave. to Edmund Ave. ;
Farrington St. fro.m University Ave. to Sherburne Ave. ; Minnehaha Ave. from
Arundel St. to Western Ave.; VanBuxen Ave. from Western Ave. to Virginia
St.; Blair Ave. from Elfelt St. to Como Ave.; Lafond Ave. from Western Ave.
to Galtier 5�.; Thomas Ave. from Farrington S�. to Maxion St.; Edmund Ave. ,
from Western Ave. to Virginia St.; Chaxles Ave. from Western Ave. to Elfelt
St.; Sherburne Ave. fram Western Ave. to Farrington St. ; Como Ave.from Rice
St. to B1air Ave. ; Lafond Av�. from Rice St. to Como Ave.
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REVISED LISTINGS OF STREETS FOR �����
ST. ANTHONY HILL TUNNEL AND STORM
SEWER
1. East Side N. CHATSWORTH from Minnehaha Ave. to Burgess Street '
2. Both Sides N. MILTON from Minnehaha Ave. to Calvary Cemetery
3. Both Sides N. VICTORIA , from Minnehaha Ave. to Calvary Cemetery
4. East Sides N. AVON from Lafond Ave. to Minnehaha Ave.
5. Both Sides N. AVON from Minnehaha Ave. to Calvary Cemetery
6. Both Sides N. GROTTO ST. from Lafond Ave. to Calvary Cemetery
7. Eas� Side N. GROTTO ST. from Front Ave. to Jessamine Ave.
8. Both Sides N. ST. ALBANS from Lafond Ave. to Como Ave.
9. East Side N. DALE STREET from 124.46 feet S . of Edmund Ave. to Lafpnd Ave.
10 Both Sides N. DALE STREET froan Lafond Ave. to Front Ave.
11 . West Side N. DALE STREET from Front Ave. to Jessamine Ave.
12. Both Sides N. KENT STREET from 124 feet S . of Edmund Ave. to Como Ave.
13. West Side N. KEIJT STREET from Como Ave. to 177.22 feet N. of Como Ave.
14. Both Sides MACKUBIN STREET from 125 feet S. of Edmund Ave. to Topping St.
15. East Side N. ARUNDEL STREET from Charles Ave. to the N. 125 feet
16. Both Sides N. ARUNDEL STREET from 125 ft. S. of Edmund Ave to Como Ave.
17. East Side N. WESTERN AVE. from Sherburne Ave. to Charles Ave.
18. Both Sides N, WESTERN AVE. from Charles Ave. to Como Ave.
19. Both Sides VIRGINIA STREET from Sherburne Ave. to Como Ave.
20. West Side FARRINGTON STREET from Sherburne Ave. to Thomas Ave.
21. Both Sides FARRINGTON STREET from Thomas Ave. to Como Ave.
22. Both Sides ELFELT STREET from Thomas Ave. to Como Ave.
23. West Side GALTIER STREET frem Thomas Ave. to Como Ave. �
24. South Side W. JESSAMINE from Grotto St. to Dale St.
25. Both Sides EDGAR STREET from Jessamine Ave. to Dale St.
26. Both Sides SIMON AVE. from Jessamine Ave. to Dale St.
27. Both Sides COMO AVE. from Grotto St. to Kent St.
28. SouthWest Side COMO AVE. from Kent Street to Galtier Street
29. Both Sides HATCH AVE. from Grotto Street to Como Ave.
30. Both Sides FRONT AVE. from Grotto Street to Dale Street
31. South Side FRONT AVE. from Dale Street t� East 200 feet more-ox-less
32. Both Sides STINSON STREET fr.ciR St. Albans to Dale Street
33. Both Sides BURGESS STREET from St. Albans St. to Como Ave.
34. BottiSides TOPPING STREET from St. Albans St. to Como Ave.
35. Both Sides ATWAT�R STREET from St. Albans St. to Como Ave.
36. Both Sides HUBBARD AVE. from Chatsworth St. to St. Albans St.
37. Both Sides PIERCE BUTLER RD. from Chatsworth to Minnehaha Ave.
3t3. Both Sides SEMINARY AVE. from Chatsworth St. to Dale St.
39. Both Sides CUMBERLAND ST. from Englewood Ave. to Como Ave.
40. Both Sides ENGLEWOOD AVE. from Chatsworth St. to Western Ave.
41. North Side W. MINNEHAHA AVE. from Chatsworth St. to Avon St.
42. Both Sides W. MINNEHAHA AVE. from Avon St. to Como Ave.
43. _ Both Sides VAN BUREN AVE. from Avon St. to Como Ave.
44. Both Sides BLAIR AVE. from Avon St. to Como Ave.
45. North Side LAFOND AVE. from Avon St. to Dale St.
46. Both Sides LAFOND AVE, from Dale Street to Galtier Street.
47. Both Sides THOMEiS AVE. fram Dale Street to Farrington Street.
48. North Side THOMAS AVE. from Farrington St. to Galtier St. !
49. Both Sides EDMUND AVE. from Dale St. to Farrington St.
50. North Side CHARLES AVE. from Arundel St. to Western Ave.
51 . Both Sides CHARLES AVE. from Western Ave. to Farrington St.
52. Nortti Side SHERBURNE AVE. from Western Ave. to Farrin�ton St.
' Y i
� � � 2�7'��59 .
I 5UMMARY OF ENGINEERING RECOMMENDATIONS
Report Prepared - March 23, 1981
. Public�Heari.ng - June 30, 1981 .
� Advisability and Desirability I
PROJECT: 'I
ST. ANTHONY HILL STORM SYSTEM
Western Tunnel City Project No. S-1263
_ Right-of-Way City Project No. S-1263R
Western Open-Cut Sewers City Project No. 5-1264
� INITIATING ACTICN:
Administrative Order D-2852, dated June 30, 1976, authorized an investigation
of the needs for the St. Anthony Hill Storm System. The result of this investi-
gation was a proposal to construct sewer relief projects for the St. Anthony Hill '
�rea in four phases. Phases I & II (St. Albans projects) are now under con-
struction. This proposal for Phases III and IV, consisting of the Western Tunnel '
and Western Open-Cut Sewer System, satisfy the stormwater management needs for
the area and will complete storrl sewer relief for the entire St. Anthony Hill
drainage basin. '
EXISTING CONDITIONS: • ,
The St. �'�nthony Hill Drainage Area consists of two smaller sub-drainage areas
known as the SL-. Albans sub-drainage area and the Western Avenue sub-drainage
area. A Stormwater tunnel and a surface drainage open-cut sewer system is
currently being constructed, ser_ving the St. Albans sub-drainage basin. This
sewer relief system will be operational in 1981. Completion of the St. Albans
Sewer Relief Project will also provide a certain measure of relief for the
Western Avenue sub-drainage area that is presently served by an existing combined
sewer system. However, during rainstorms of an intensity less than that warrant-
ing protection according to City Design Standards, residents in the Western Avenue
area will experience basement flooding with combined sewage. Local street and
boulevard flooding with combined sewage will also still occur.
PROPOSED IMPROVEMENT:
� This proposal is to construct a storm tunnel and a system of open-cut storm sewer�
which will separate all storm runoff from the existing combined sewers. The storm
tunnel will include three shafts to outlet the open-cut sewers to the storm tunnel
which in turn will outlet to the existing St. Peter-Rondo Storm 4v'ater Relief Tunn�l �
at approximately Western Avenue and I-94. The existiny St. Peter-Rondo Avenue.
Storm Water Relief Tunnel will convey the stormwater runoff to the Mississippi River.
The present combined sewer will be left in place to serve as a sanitary sewer.
I
STORM TUNNEL: �����.��
. This project consists of constructing a stormwater tunnel from the existing Western
Avenue stub of the St. Peter-Rondo Stormwater Tunnel near Western Ave. and I-94 in
. a northwesterly direction to a terminu� point beneath the intersection of VanBuren
Ave. and Mackubin St. Further, another branch from a point beneath the intersectidn
of Charles Ave, and Virginia St. to a point beneath the alley .between Sherburne Av�.
and University Ave. , and between Western Ave. and Arundel St. Also, the construct�on
of three shafts at the following locatioris:
Virginia Street and Charles Avenue
Arundel Street and Charles Avenue
VanBuren Avenue and Mackubin Street
The proposed construction will include approximately 5,200 �1in. ft. of concrete li�ed
sandstone tunnel with a design capacity for a storm having a 5 year return frequen�y.
The total cost estimate for the construction of the storm tunnel is $8,800,800.
ESTIMATED COST:
Construction Cost $7,995,000 -
Engineering & Inspection '805,800
Total Cost Estimate $8,800,800
ESTIMATED FINANCING:
1973 Water Pollution Abatement Fund $ 25,635
1980 Water Pollution Abatement Fund 15,365
1981 Water Pollution Abatement Fund 3,196,800
1982 Water Pollution Abatement Fund 5,563,000
_ Total Estimated Financing $8,800,800
These cost estimates reflect current estimates increased at an annual inflation rate
of 10� to the actual time that construction is anticipated.
The Western Tunnel Project is scheduled for bid letting in January, 1982, with a
project completion date of December, 1983. (See Exhibit A)
STORM SEWERS:
Construction Storm Relief Sewer in:
Arundel St. - Thomas Ave, to Charles Ave.
Arundel St. - 300' No. of Minnehaha Ave. to Minnehaha Ave.
Avon St. - Englewood Ave. to Seminary Ave. .
Blair Ave. - Mackubin St, to Arundel St.
Blair Ave. - Virginia St. to Como Ave.
Charles Ave. - Western Ave. to Elfelt St. .
Como Ave. - Rice St, to Blair Ave.
Dale St. - Blair Ave, to VanBuren Ave.
Edmund Ave. - Dale St. to Kent St. ' ,
Edmund Ave. - Western Ave, to Virginia St.
Elfelt St. - Como Ave, to Charles Ave, i
Englewaod Ave. - Grotto St. to St. Albans St.
Farrington St. - University Ave, to Sherburne Ave. �
Farrington St. - Como Ave, to Blair Ave. � I
Front St. - Argyle St. to Como Ave. j '
-2-
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� Grotto St. - Front St. to Como Ave.
Grotto St. - Pierce Butler Route to VanBuren Ave.
Hatch Ave, - Avon St. to Grotto St.
Kent St. - Minnehaha Ave. ,to Edmund Ave.
Lafond Ave. - Dale'St. to Kent St. •
Lafond Ave. - Rice St. to Como Ave.
Lafond Ave. - Western Ave. to Galtier St.
Mackubin St. - Edmund Ave. to Thomas Avee
Mackubin St. - Minnehaha Ave. to VanBuren Ave.
Milton St. - Minnehaha Ave. to Pierce Butler Route �
Minnehaha Ave. - Chatsworth St. to Victoria St. �
Minnehaha Ave. - Arundel St. to Western Ave.
Minnehaha Ave. - Grotto to Pie�ce Sutler Route
Minnehaha Ave. - Victoria St. to Avon St.
• Orchard Ave. - Jameson St. to Grotto St. '
Pierce Butler Route - Milton St. to Grotto 5t.
Pierce Butler Route - 290' N. of Minnehaha Ave. to Minnehaha Ave.
St. Albans St. - Como Ave. to VanBuren Ave.
Sherburne Ave. - Western Ave. to Farrington St.
Thomas Ave. - Mackubin St. to Arundel St.
Thomas Ave. - Farrington St. to Marion St.
VanB'uren Ave. - Grotto St. to Mackubin St.
VanBuren Ave. - Western Ave. to Virginia St.
Virginia St. - Como Ave. to Blair Ave. .
Virginia St. - University Ave. to Edmund Ave.
Western Ave. - Como Ave. to Blair Ave. �
Western Ave. - Thomas Ave. to Edmund Ave.
STORM SEWERS: '
Storm sewer pipe for this system ranges in size from 12 to 90 inches inside diameter.
The total cost estimate for construction of the storm sewer is $5,707,500.
ESTIMATED COST:
Construction Cost $4,700,000
Engineering & Inspection 775,500
Non-Contract Items 232,000
Total Cost Estimate $5,707,500
ESTIMATED FINANCING:
Assessments $ 400,000
1982 Water Pollution Abatement Fund 375,000
1983 Water Pollution Abatement Fund 4,932,500
Total Estimated Financing $5,707,500
These cost estimates reflect current estimates increased at an annual inflation r�te
of l0o to the actual time that construction is anticipated. ,
• The open-cut surface drainage project is scheduled for letting some time after I
June, 1983, and is expected to be completed in or before December, 1984. (See
Exhibit A) .
i
-3- �
� Ri�ht-of-Way (See Exhibit "B" for description}
ESTIMATED RIGHT-OF-WAY
Acquisition & Miscellaneous Cost $240,000 .
ESTIMATED RIGHT-OL'-WAY FINANCING
1981 Water Pollution Abatement Fund $240,000
These cost estimates reflect current estimates increased at an annual inflation-
rate of l0a of the actual time that acquisition is anticipated.
ALTERNATIVES: _
- The present proposal is the result of �:�tensive study and the screenin3 of many
alternatives for stormwater management in this drainage area. Construction o�
the stormwater tunnel and the open-cut sewer system is the most cost effective
solution to provide sewer relief for this area.
POSITIVE BENEFITS:
This tunnel project, together with open-cut storm sewers, will make it possible
to relieve the present undercapacity combined sewer system by separating storR; and _
sanitary flow. This will eliminate basement flooding with combi_ned sewage, thus
eliminating a significant health hazard, reduce street flooding and also reduce
the stormwater flow quantity and cost for stormwater treatment at the Metropolitan
Waste Control Commission Sewage Treatment Plant. This sewer system will also aid
redevelopment currently taking place for •this area and will tend to increase
property values for exis�ting residences. •
ADVERSE EFFECTS:
Temporary problems associated with tunnel, shafting and open-cut sewer construction,
such as noise, dust and disruption of traffic.� Temporary construction easements
at the Ober Boy's Club soccer field will cause an inconvenience to this establish-
ment and members or patrons during construction of the stormwater tunnel.
SOURCE OF ADDITIONAL INFORMATION:
For additional information, contact the project Er�gineer, Randal B. Grote at
292-6149.
SUMMARY AND RECOMMENDATION:
` Sewer deficiencies in the Western Avenue Sub-Drainage Basin are serious enough to
warrant correction. Construction of the Western Tunnel and the Western Surface
Drainage Open-Cut Sewer System will provide storm sewer protection equal to the
city's design standards. The project will also eliminate combined sewage backups
through house plumbing and street and boulevard flooding with combined sewage
during rainstorms. Each project is absolutely dependent upon completion of the •
other in order to provide the desired results.
The Engineering recommendation is for approval of the proposed Western Tunnel and ''
Western Open-Cut Sewer System.
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Exhibit B
Right-Of-Way Discription
For
Western Avenue Storm Sewer System .
The real property the Department of Public Works recommends the
city acquire for temporary construction surface work , commencing
- after January 2 , 1982 and ending December 1 , 1984 , subject to a 30
day notice of cancellation by the city is as follows :
� Public Works Parcels 31 thru 36
-------------------------------
� All of lots 31 thru 3� , and lots �46 and 47 of block 2 , Smith ' s Sub-
division of Stinson ' s Division of the NW 1/4 of Section 36 , T29 ,
R23 . .
� Public Works Parcel 37
All that part of lot U , block �4 , Western Area Addition lying south
of the westerly extension of the centerline of Ravoux Street , and �
all of lots 1 and 16 , and the easterly 19 feeL of lots 2 and 15 of
block 1 , Grace ' s Addition , including those portions of vacated Vir-
ginia Street and vacated St . Anthony accrued to the described
lots . . '
� Also , the city will require a permanent easement for construction
and maintenance of public sewers on , over , across and through parts
of Butterfield Syndicate Addition No . 2 , all in Ramsey County ,
Minnesota , described as follows : �
All of vacated �N . St . Albans Street located south of the south
line of Pierce Butler Route to the north line of W. Minnehaha Ave-
nue ;
� Al1 of vacated Englewood Avenue between N. Grotto Street and va-
cated N . St . Albans Street ;
The south 5� feet of lots 31 and 32 , block 2 , Smith ' s Subdivision
of Stinson ' s Division located within the NW 1/�4 Section 36 , T29 ,
R23 .
Also , the city will require a permanent easement below elevation
I
i
PAGE 2
' 88 .0 feet and above elevation 25 .0 feet City Datum, for the purpose
of constructing and maintaining a public sewer in , under , across
� and thru those parts of the following described lands , all in Ram-
sey County , Minnesota . All given bearings, c.00rdinates , and dis-
tances are in reference to Minnesota State plane Coordinate System ,
South Zone . �
All those parts of lots 31 , 32 , block 2 , Smiths ' s Subdivision , lots
19-23 , 28-32 , block 2 , lots 1�-19 , 32-37 , 58-62 , 85-89 , block 7 ,
Michel ' s Rearrangemet�, lots 14 , 15 , 28 , 41-4� , 55-58 , block 10 ,
Smith' s Subdivision , lots 8-12 , George H . Schickler ' s Addition ,
lots �-6 , 17-20 , 31-33 , 46 , 47 , block 16 ,Smith ' s Subdivision , al�l
located within Stinson ' s Division , NW 1 /U Section 36 , T2g , R23 ;
• lots 8-11 , 21-24 , block 1 , lots 1 , 2 , 30 , block 14 , Mackubin and
Marshall ' s Addition , lots 1-3 , 8 , 10 , block 1 , Central Village Ad-
dition No . 3 , lots 2-8 , block 1 , Central Village Addition No . � , '
all located within SW 1 /� Section 36 , T2g , R23 ; lot 12 , bloc.k 12 , '
Elfelt , Bernheimer and Arnold ' s Addition , lots 6 , 7 , block 1 ,
Grace ' s Addition , all located within ,SE 1 /� Section 36 , T29 , R23 ,
lying within a strip of land 60 feet in width , the centerline of
which is described as follows : .
Beginning at a point 29 feet east and 20 feet north of the S.W.
corner of lot 31 , block 2 , Smith ' s subdivision of Stinson ' s Divi-
sion , NW 1/4 Section 36 , T29 , R23 , southeasterly on a bearing of S
20-28-20 .9 E for a distance of �128 feet to a point 67 feet east
and 122 feet south of the SW corner of lot 7 , block 1 , Grace ' s Ad-
dition , SE 1 /� Section 36 , T29 , R23 .
All those parts of lots U-10 , block 2� , Warren and Rice ' s Addition
of NE 1/4 of Section 36 , T29 , R23 , lots 19-26 , 41-45 , block 16 ,
Smith ' s Subdivision of Stinson ' s Division of NW 1 /4 Section 36 ,
T29 , R23 , lying within a strip of land 60 feet in width , the
centerline of which is described as follows :
Beginning at a point 3g feet east and 15 feet north of the NE
corner of lot 10 , block 2� , Warren and Rice ' s Addition , NE 1 /4 Sec- �
tion 36 , T29 , R23 , southwesterly on a bearing of S 60-21 -38 • 9 W for
a distance of 9�1 feet to a point 25 feet east and 11 feet north of
� the SE corner of lot 19 , block 16 , Smith ' s Subdivision of Stinson ' s
Division , NW 1/4 Section 36 , T29 , R23 .
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ST. PAUL CITY CO 1
PU6L1C H'EARING NOTiCE �
PUBLIC IMPR4VEMENT CONSTRUCTION
FILE N0. 17986 i
NEIGHBORHOOD There will be a neighborhood meeting on this project to answer
INFORMATION questions on Thursday, June 18, 1981, at 7:00 P.M. , St. Vincent's
MEETING Church Hall 651 Vir inia.
PURPOSE To decide on whether to proceed with construction of the
� AND St. Anthony Hill Storm Sewer Relief System Western Tunnel
LOCATION also
� open-cut storm sewer.
See map attached.
HEARING Tuesday, June 30, 1981, 10:00 A.M.
City Council Chambers, 3rd Floor City Hall - Court House
ASSESSMENT If the Council approves the project, a portion of the costs
INFORMATION will be assessed (after construction) against benefitted
properties. The estimated cost and financing of this
project are as follows:
TOTAL ESTIMATED COST $14,133,300.00 I
ESTIMATED FINANCING:
FEDERAL WATER POLLUTION AID FUND 13,733,300.00
PROPERTY ASSESSMENTS 400,000.00
TOTAL $14,133,300.00
The assessment rates are:
$.025 per square foot 1 & 2 family prop�erties. �
$.065 per square foot all other properties.
The City Council will hold another hearing after the construction
to ratify the assessments. You will receive a notice at that time
advising you of the exact amount that you will be required to payr
QUESTIONS Construction 292-6281 Assessments 292-7029
Also, City staff will be available to answer any last minute
questions on this project in Room 21$ City Hall from 9:30 -
10:00 A.M. the same day as the hearing.
Notice sent June 12, 1981,
by the Valuat�ons and
Assessment Division, '
Department of Finance
and Management Services, �
St. Paul, Minnesota
55102 '
i