1995-04-06 MNDNR EAW Review
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DEPARTMENT OF NATURAL RESOURCES
500 LAFAYETTE ROAD . ST. PAUL, MINNESOTA · 551 55-40Q I 13ct' '7-
OHR INFORMA TION
(612) 296-6157
April 6, 1995
Ronald Geurts, Engineer
Meyer-Roblin, Inc.
1111 Hwy. 25 North
Buffalo, MN 55313
Re: Residential development, T120N R24W section 2, T121N R24W section 35, Wright County
File #94236
Dear Mr. Geurts:
The Minnesota Natural HeritagE! database has been reviewed to determine if any rare plant or
animal species or-other significant natural features are known to occur within an approximate one-
mile radius of the above referenced project. Based on this review, there are no known occurrences
of rare species or natural features in the area searched.
The Natural Heritage database is maintained by the Natural Heritage Program and the
Nongame Wildlife Program, units within the Section of Wildlife, Department of Natural Resources.
It is the most complete source of data on Minnesota's rare, endangered, or otherwise significant plant
and animal. species, plant communities, and other natural features, and is used in fostering better
understanding and protection of these rare features. The information in the database is drawn from
many parts' of Minnesota, and is constantly being updated, but it is not based on a comprehensive
survey of the state. Therefore, there are currently many significant natural features present in the
state which are not represented by the database. Weare in the process of addressing this via the
Minnesota County Biological Survey, a county-by-county inventory of rare natural features, which is
now underway. However, Wright County has not yet been surveyed. Because there has not been
an on-site survey of the biological resources of the project area, it is possible that ecologically .
significant features exist for which we have no record. .
Thank you for consulting us on this matter, and for your interest in minimizing iinpacts on
Minnesota's rare resources. Please be aware that review by the Natural Heritage and Nongame
Research Program focuses only on rare natural features. It does not constitute review' or approval by
the Dep3rtment 'of Natural Resources ~ a ,,~'hcle. AIl invoice for the work completed will be
forthcoming. You are being billed for map and computer search and staff scientist review.
Sincerely, .
L~X ~~
Endangered Species Environmental Review Assistant
Natural Heritage and Nongame Research Program
612/296-8279, FAX 612/297-49~1
nhp #950364
AN EaUAL OPPORTUNITY EMPLOYER
12. PHYSICAL IMPACTS ON WATER RESOURCES
Physical or hydrologic alteration of surface waters outside the Project area
will not occur. Development of the residential area within the Project will be
consistent with the existing wetlands and wetland regulations. Outflow of
stormwaters to downstream water courses will be controlled and will be discussed in
the section of Water Quality-Surface Water Runoff.
Stormwater detention (sedimentation) ponds will be constructed that will
control the stormwater outflow rates. This will also benefit water qualit~T. The
location and size of these facilities and the overall stormwater control for the
Project will be discussed in the Water Quality-Surface Water Runoff section to this
Environmental Assessment Worksheet.
13. WATER USE
(a) The abandonment of an existing well for the single farmstead located on
the property is expected. Upon available information and belief, this well does not
have a unique well number. This well will be abandoned and sealed in accordance
with Minnesota Department of Health Requirements. See Map "c" for a location of the
existing farmstead and well.
(b) Appropriation of ground or surface waters is not anticipated during
construction. The sole exception to the absence of ground water appropriation is if
minimal dewatering of perched water is required for installation of the sanitary
sewer collection system. The determination of whether any dewatering is even
needed, or to the extent it may be needed, is dependent on whether water bearing
seams are encountered during installation of the utilities. Dewatering during
construction, if any, should not affect groundwater conditions, but will only affect
perched water during the period of construction.
(c) The Project will receive water for domestic and fire protection purposes
from the Joint Powers Board system for Albertville, St. Michael, Hanover and
Frankfort Township. The DNR Water Appropriate Permit Number for the supply is
146359 and 455787. Estimated daily water consumption for the Project upon its
completion is approximately 31,000 gallons per day assuming typical rates (100 gcd)
for water consumption.
17. EROSION AND SEDIMENTATION
Grading of streets within the Project will be performed. Because the
topography in the proposed residential areas is relatively flat, only minimal cutting
and filling will be required for establishing street grades. See Map "c" for
contours. Grading outside of street right-of-ways will be performed as necessary.
The developer's intent is to perform as little grading as possible for the Project and
to perform only that grading which is necessary for home construction and drainage
purposes.
Erosion control by the use of silt fences will be used to preclude erosion into
downstream water ways or wetland areas.
The Project does not contain steep slopes that will require additional erosion
control measures.
All erosion control during construction will be performed in accordance with
the City and MPCA's requirements that include the measures identified above.
Sedimentation ponds will be in place after construction that will serve as
detention ponds for stormwater purposes as well as sedimentation basins for
stormwater runoff prior to stormwater entering the existing wetlands and County
Ditch No.9. The sedimentation basins and stormwater runoff will be further
discussed in the following section.
18. WATER QUALITY - SURFACE WATER RUNOFF
(a) & (b) The quaritity of runoff from the developed Project will not increase the
rate of discharge to downstream water courses nor will the quality of stormwater be
adversely affected. This estimate is based on standard runoff parameters for the
soil cover conditions that presently exist on the property, and the soil cover
conditions and impervious areas that are expected to exist at the time the Project is
fully completed. The quality of stormwater runoff is expected to improve during
and after construction due to the installation of sedimentation ponds.
The stormwater from the Project will ultimately discharge into County Ditch
No. 9 (see Map "c" ) that is located on the west edge of the Project and flows to
the south and empties into the Crow River. Prior to stormwater entering County
Ditch No.9, the majority of stormwater from the Project will enter one of three
sedimentation ponds prior to overflowing to existing wetland areas that drain to
County Ditch No.9. Thus, stormwater from the Project will be used to provide a
source of water to existing wetlands. None of the stormwater from the Project is
discharged into lakes or protected streams of high water quality.
The rate of stormwater discharge to County Ditch No. 9 will be controlled by
the three sedimentation/detention ponds that will store runoff during storm events
and then release stormwater to the existing wetlands at controlled rates. Thus, the
rate of flow of stormwater to County Ditch No. 9 will not be increased as a result of
the Project. Stormwater from the Project enters the sedimentation ponds through
storm sewer piping and overland flow. See Map "e" for the sedimentation pond
locations and storm sewer piping.
Regarding stormwater quality, the Project will not degrade stormwater quality
when compared to existing conditions. At the present time, a substantial percentage
of the existing area is utilized for crops and agricultural purposes. As such, runoff
from the existing agricultural property contains typical nutrients such as
phosphorous and nitrogen that exists in fertilizers and agricultural waste. Runoff
from the existing property also contains silt from erosion of crop land. Runoff from
the completed Project may contain some nutrients from lawn fertilizers and contain
some soil that may wash off streets into the storm sewer system. The sedimentation
ponds in the Project will, however, provide a mechanism for, sedimentation of soils
and other foreign materials prior to the stormwater flowing' into the existing
wetlands. Thus, settleable solids discharged to the wetland areas should be reduced
by construction of the Project. Therefore, the long term quality of storm\vater
runoff to County Ditch No. 9 is expected to be improved.
19. WATER QUALITY - WASTEWATERS
(a) The residential area of the Project will generate approximately 22,500
gallons of domestic wastewater per day based on an average of 2.5 persons per
residential living unit and a flow rate of 100 gallons per capita per day. Based on
an estimated wastewater flow of 500 gallons per acre per day for the two lots zoned
as B-3, a wastewater flow of 6500 gallons per day is obtained. The wastewater
generated by the Project will be from domestic and business sources with no
industrial contributions.
(b) and (c) Albertville has recently upgraded and expanded its wastewater
treatment facility. All necessary hearings were conducted and permits and
approvals obtained from the MPCA for the recent upgrade and expansion of the
Albertville wastewater treatment system. The wastewater treatment facility as it
currently exists consists of a pond system that provides secondary treatment prior
to tertiary treatment to remove phosphorous before discharge to Mud Lake. The
organic treatment capability of the facility can be expanded by incorporation of air,
if needed, into the pond treatment system. The existing wastewater treatment
facility, as recently upgraded and expanded, is designed to treat 315,000 gallons per
day with a CBOD loading of 368 pounds per day. Existing flows to the wastewater
treatment facility average approximately 150,000 gallons per day (6 month average
from September 1994 to February 1995). Therefore, excess capacity of approximately
165,000 gallons per day currently exist without any modification to the existing
wastewater treatment facility. Thus, at the present time, the Albertville wastewater
treatment facility has the capability to accept and treat all wastewater from the
Project.
The wastewater treatment facility is designed in such a manner that it can
easily be modified to treat significantly higher flows and organic loadings. It is
estimated that the wastewater treatment facility can be increased to treat an average
daily flow of 1,373,000 gallons per day with a CBOD loading of 2,380 pounds per day
with modifications to enhance its treatment capabilities. Thus, Albertville's
wastewater treatment facility has the capability to be easily modified for future
wastewater flows and loadings from areas outside the Project.
20. GROUNDWATER-POTENTIAL FOR CONTAMINATION
(b) The potential for groundwater contamination is not a concern. The
property to be developed does not contain any special geologic/land form features
that would be of a special concern regarding potential groundwater contamination.
Further, the development is primarily residential, with a small portion zoned as
business, that will be totally serviced by Albertville's municipal wastewater collection
system. An existing domestic well on the Project will be abandoned and sealed in
accordance with applicable requirements and Hinnesota Rules.
(c) Because the Project is residential, with a small portion zoned as business,
no toxic or hazardous materials will be generated from the Project.
21. SOLID WASTE: HAZARDOUS WASTE: STORAGE TANKS
(a) Because the project is a residential development with two business lots
adjacent to County Highway No. 19, no hazardous wastes will be generated from the
Project. Hunicipal waste will be generated from the Project and this waste will be
collected and either disposed of or recycled in accordance with the contracts that
the City of Albertville has for garbage pick-up and recycling.
Construction of the Project will generate waste that is typical of residential
home construction. Solid waste from these construction activities will be disposed of
in accordance with applicable requirements. The exact location of disposal of
construction materials is not 'known.
(b) No permanent above or below ground tanks used for the storage of
petroleum products or other materials (except water) are expected to exist after
construction of the Project. During construction of the Project, it is expected that
mobile fuel tanks will be on the property for the purpose of providing fuel for
construction equipment.
23. VEHICLE-RELATED AREA MISSIONS
Based on the traffic data obtained from Question No. 22, and the fact that
there is no reason to expect traffic congestion due to the Project, the Project will
not cause any significant decrease in air quality due to vehicle related air
emissions.
25. DUST; ODORS; NOISE
During construction of the project dust may be generated as a result of,
grading, utility installation and street construction. The significance of any dust
will be minimal and can be mitigated by the use of water trucks, if needed, during
construction of the streets. Once the streets are paved, dust should not be a
factor. The City requires that the streets be paved prior to occupancy. Therefore,
dust generation should not be an issue after street paving is complete. Further,
park acreage, open areas, and County Hwy. No. 19 are directly adjacent to the
project that provide buffer areas during construction.
Strong or potential odors will not exist during construction or after project
completion.
Noise generation will be typical of that for grading, utility installation, street
construction, and home building. Major noise sources such as blasting will not
occur. Especially sensitive receptors such as hospitals, etc., are not located in the
vicinity of the project.
29. IMPACT ON INFRASTRUCTURE AND PUBLIC SERVICES
As stated in prior sections, sanitary sewer and water utilities will be extended
to serve the Project. The sanitary sewer servicing the Project will be designed to
accommodate acreage in Albertville that is located southwest of the Project.
Both the water supply system and the wastewater treatment system have
available capacity to accommodate the Project.
30. RELATED DEVELOPMENT; CUMULATIVE IMPACTS
(a) It is anticipated that the area to the southwest of the Project that is
located in Albertville (approximately 360 acres of developable land) will someday be
developed for residential use. The timing of this potential development and how it
may be staged is not known. The potential for development of this area is being
considered at this time so that utility extensions into the Project can be designed to
accommodate future development to the southwest.
(b) This Project is not a subsequent phase of an earlier project.
(c) Development of adjacent land may occur. See response to 30(a) above.
(d) Because the remaining area to the southv,rest in Albertville is relatively
small, cumulative environmental impact of this Project and all future stages to the
southwest, even if full residential development occurs, is negligible. The existing
utilities can accommodate future development, and a major county highway runs
adjacent to the property which will adequately serve the Project and future stages,
if developed. Future development in Albertville to the southwest of the Project will
simply abut against the northerly city limits of St. Michael which currently consists
of residential development.
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6. DESCRI~UON
'fhis Project consists of developing residential and business property on a 70
acre parcel of property in the City of Albertville, Minnesota (the "Project"). The
planned residential development consists of 89 single family lots with a typical size
of 12,500 square feet, and the planned business area consists or two lots with a
t.otal area of approximately 11 acres. The remainder of the property, approximately
15 acres, consists of parks and wetland areas.
The City or Albertville 1s included in the Joint Powers Water Board System
a.long with the cities of Hanover, St. Michael, and Frankfort Township. Domestic
water et.nd fire protection service will be provided to the Project by the Joint
Powers Board Water System.
Albertville recently upgraded its municipal wastewater treatment facility, and
the wastewater from the Project will be treated at the upgraded facil1ty through an
exten6ion of Albertville's sanitary sewer collection system. The sanitary sewer main
line installed t.hrough the Project will be designed to accommodate the wastewater
flow trom udjacent properties to the southwest in Albertville that are expected to be
developed in the future and tor which sanitary sewer service will be required. It
is estimated that 360 acres to the southwest of the Project will ultimately be
l5erviced with sanitary sewer trom the main lines within the Project. The timing,
extent, and type of residential development of the land area to the southwest of the
Project is not known. However, the utilities within the Project will be designed so
tha.t subsequent extensions to the southwest can be accomplished.
Construction activities for developing the Project include typical earthwork
operations as neces5ary for grading or streets, installation of piping for extension of
the municipal water and sanitary ::sewer systems, and minor earthwork operations for
the development. MPCA appro'Ved erosion control methods such as silt fencing will
be used to mitigate potential erosion onto adjacent properties or into drainage 'vays
or wetlands. '
The timing and duration of the construction is not established. The proposer
desires to commence development of the area as expeditiously as possible. The rate
ot development of the Project is dependent upon' timing of approvals as well as the
rate at which housing is needed.
<:::e"d
<:::6t>6 <:::89 <:::t9
"8NI 'NIIHO~-~3^3W 8S:8e NOW S6-60-L80
9. LAND USE
The majority ot the existing land use is a.griculture, with pOl.tions of the
property eXisting as wetlands. The estimated acreage ot cover types before and
after development are identified in the following section. Adjacent land uses include
l'esidential, agricultural, and commercial.
The proposed development 1s adjacent to a recently constructed residential
development within the city of Albertville. See Map "DIt. The Project is compatible
with adjacent and nearby land uses which consists of recent residential expansions
of the city of Albertville. Because adjacent land uses are consistent with the
proposed Project, no environmentally negative impacts are anticipated.
The majority of the 360 acres to the southwest or the Project are also
primarily agricult.ural with portions of the property existing as wetlands. Future
residential development of the acreage to the southwest of the Project is compa.tible
with adjacent and nearby land uses because it abuts the northerly boundary of the
city of St. Michael which currently consists of agriculture and reSidential
developmenl&;. AlsoJ the Albertville-St. Michael High School is located due east of
the future residential development south of the Project. ThusJ existing land uses
are compatible with the Project and surrounding areas. The rate of future
developmellt is unknown. In addition, no preliminary plans have been submitted for
review.
There aloe no known past land uses that would contribute to present
enVironmental concerns in the Project.
'.
;.-,
19. WATER QUALITY - WASTEWATERS
(a) The residential area at the Project will generate approximately 22,500
gallons of donleatic wastewater per day based on an average of 2.5 persons per
l'esidential living unit and a flow rate of 100 gallons per capita per day. Based on
an estimated wastewater flow of 500 gallons per acre per day for the two lots zoned
as B-3, a wastewater flow of 6500 gallons per day is obtained. The wastewater
generated by the Project will be tram domestic and business sources with no
industrial contributions. The developable land to the southwest is expected to
genera.te similar residentia.l flows once developed.
(b) and (c) Albertville has recently upgraded and expanded its wastewater
trea.tm~nt. facility. All necessary hearings were conducted and permits and
approvals obtained from the MPCA tor the recent upgrade and expansion of the
Albertville wa5t.ewater treatment system. The wastewater treatment facility as it
currently exist.s consists ot a pond system that provides secondary treatment prior
to tertiary treatment to remove phosphorous before discharge to Mud Lake. The
organic trea.tment capability of the facility can be expanded by incorporation of air,
if needed, into the pond treatment system. The existing wastewater treatment
fa.cility, a6 recently upgraded and expanded, is designed to treat 315,000 gallons per
day with a CBOD loading of 368 pounds per day. Existing flows to the wastewater
treatment facility average approximately 157,000 gallons per day. (gpd) over a. 12
month time period (September 1994 to August 1995). Higher than average flows
occur during April and May averaging 174,000 gpd. Therefore, excess capacity of
approxima.t.ely 158,000 gpd currently exist throughout the year without any
modifica.tion to the existing wastewater treatment facility. Thus, at the present time,
the Albertville wastewater treatment facility has the capability to a.ccept and treat
all wastewater from the Project.
The wastewater treatment facility Is designed in such a. manner tha.t it can
eaaily be modified to treat significantly higher flows and organic loadings. It is
el/lt.1rnated that the wastewater treatment facility can be increased to treat an avel'age
daily flow ot 1,373,000 gallons per day with a CBOD loading of 2,380 pounds per day
with modificat1ol1E; to meet higher standards. These designs are on file with the
MPCA for the original treatment facility permit. Thus, Albertville's wastewater
treatment rt~cility has the capability to be easily modified for future wastewater
flows and loadings from areas outside the Project.
to"d
<:::6t>6 <:::89 <:::t9
':::IN I 'N I 'HO~-~3""'3W .!..~: 810 NOW ~6-6a-.L:::IO
OCT-09-95 MON 08:20 MEYER-ROHL.INy INC.
612 6f32 94'32
P.C12
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~10n-If1etf"O; 1=8C}iJ:.65'j~3794.)
For furtber informa:inn regarding this list, C('1[,tact EQB (nltlio:
.ilj
llOARD (W ""!'ATER AND son. nESOURCi'....,
[}DUg
~/ [jEr~ii~RTj\.'IEN'T ()f'" IjUnr...Jf~ SI~~R-'fllt~~:
155 South \tlaba:;hilt Suite 104
SL Pa41, MN 55W1 {1 COP,}
HISTORICAL SOCIETY
S~;He- 'Historic YrC5:cr"T'Lttl()fi {)ffice
345 Kelk'gg BOl;,c'Wlrd West
SL Paul, 2v1:'{ 55 (.1 ropy)
LEGISLATIVE REFERENCE LIBRAR'i'
/
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Z(;;}l D(_\l;/iIf
645 State Office Building
St F'aul, IvlN 55155 (2 copk;~)
r.:NVlRONMENTAL CONSERV AnON LInRA1f~'
;,00 ;,jc:ulJet !\'laU
/
1-/
l\-llnr)e.apolis~ t'i.'fr~ 55401 (2 cor.ics)
lIS ARMY CORP OF ENGINEERS
Bf:n
Regulatory Funcfions Branch
Army COrps of Er,gineers Centre
190 Fifth Strcct&t&t
Sf. Pnu'~ },'ll~ 5510J<>1638 (1 ropy)
V,S, ENVIRON~fENTAL PROTECTION AG}',;CY
'I
\\lilHan-~ 11, FhH1~
Chief of Envtronment;! Review
77 Wcst JackscoIl Boubvanj
C:hicng()~ IT..; 606C-4..359{j (1.
S. F1SHAND WILDIJFC SERVICE
Twin CitJe.~ Field Offic~ B.s,
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and :Regi0nill I)e..veJoprnc.nt L1arary ((H' the:, rcgicn~h~', (:>f'C~
n~rg 11 i'":,.,,.'j:;:<:\.i..,' ~^".as inht~lf\.~d by a citizen~;~ pc.tition
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OCT-Ei9-'35 t'10 t-j
08:21 MEYEP-ROHLIN, INC.
REGIONAl.. DEVELONvfRNT, CO]\f~nSSION nrSnHlnJTION J..TST
612 6::::2 9492
P.EL3
l\Hn.i\UNNJ?SOTA RDC /
;<..13 \Vesf 6lh SUCCI /
Wi!!m;'l.t.1vlN 56201 \ /
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REGION,"~L UE\ELOi;.,)u~./'~'r LlHRAR1ES mSTRIDIJTI0N LiST
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525 B~Y;()k$ !A.\>t:,nth~s South
Thkt River Hills, J-.1N 56701
HEADWATH~S }WC
403 4thStrr.d r....'\v
p.o, Box\~(j{)
BcmidJi; rvft~~ 56601
ARR(H-nIEAO ROC
HCr't}' Jbnl::a
E:\e{:~liv8 blrC(tOf\\
l\ITovvhe.3.d C~'Vnlcr
330 Can:,l Part Drive
Dtdur,h~ 1ft~ 55802
REGJON FIVE RUC
611. Jov/i\ ).l!~len:je
Staple;::, MN 56479
REGION 1
PubhL Ljbrltry
} 10 Nopah ~~~sh StrCCL
Crookston"lvf:.J 56716
REraON 2
Berrddji Public Libraty
602 }:3~ltntfni
E-crnidji, }j;ft~ 56601
HEGJON 3
L)uh~~.h l)ublic Llhrarl
520 West SiJp-~ri0r SIn:..;;l
I)uJulh, r\lj--1 5502
REGION 4
,I
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f~~l!.1g Public ljbt~i;)~
205 E.1st Hanlpdcn ii
Fergus r;aHst I~.f!"~ 5657/7
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J'::itch (g~~mi F'-egi~)na;/tibrarj
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p,o, Box 84
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410 }riffh Sut.ci S\'V
\Vi1!rnlf, r.jN 56201~3298
Jtf:C;IfJN t\\' j
[yicn!ev~}j'e.f)/C:h;Vpe-v./cl County Ljbrary
224 SoGth Fir$l Str~,C[
I
~~,1CHt6,~.-i{1c(\ :\ll~~ 56265
UPPER I't'nN'NESOTA VALLEY ]lOC
3:23 West Schlie,mWI A 'fe.
Appleton, 'tv:/N 5G20S
EASI' CENTRAl. Rue
1 C() SOuln Park Street
p,O, !liJX 147
Mora; MN 5.5051
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/ 2524 Br~)a\1way Avo\ue
/ :P.o. B()~; 26,5
/ Slayton, !>{N 56172
/RJ::GION !'-nNE RDC
/ 410 S. 5rh SIRe-!
/ Box. 3367
l>:hmYJHO, 11N' S6l))2-3367
,[
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HEGJON 7E
EilSt Central Regional Library
244 S. Birch Srr.:-et
Cnml,ridgc, MN 55008
REGION "IW
Or:::-llt River Reg:(lna! UbriU)'
405 $t GCHnain
SL Clout!, MN 56301.3697
R E(;}ON 8
Marshllll-Lyon Count!' Librilly
301 West Lyon Sut-.et
Marshall, 11N 56258
\~ua;ION 9
\ Mh)ilCS(}lfl Valley R~Bional LihrW'y
\\, ReJerence Depa,'1ment
\ 100 n~ ~1;un P~O. Box 3445
REG~~~'r~~kalO, ~1N 5(;(X)2
1{ochcBlcr Pllblk Library
R~{t-r,tn(:e I)ept~
11 p\I'Sl Street S.B,
Roch~fe.r, MN 559()4-~743
'\1ETRO AREA"
EnvirOh~l;:!ltcl Conserv;ltlon Library
300 Nk\ol!et MnU
~.iimit'-i\p.:)Hsl :MN e:J54()]
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OCT-09-95 MON 08:21 MEYER-ROHLIN. INC.
612 6:32 '3492
P. C14
n'RAF'r Jl:IS DIS'fRWUT10N LIST
ENvmONMENfl,L Ql.JAUT\' ROAR))
En\eiroHrne-ni,al Rcv1cl~./ hogrtim
300 (\~J~t(:lltiial ()ffice B~f~lding
658 Ceda.!.' Stre:~~t
Sf" Psul~, ,~,:{~1 55155 (; (;opy)
DEPARTI',-fENT OF PUBLIC SER \lICR
Jim Ahn
200 :Meiw Sqlla.0 Building
121 7th F"lacc East -
$1.. PtndJ l'.fll~ 55101 (1 CCtP}')
~l!.~rtJR.~L RESt)lfRCES
Torn Ba1ctJm
Ctff1cc of Ijlarti'1ing
500 Ltlfayette Road. Box 10
St Paul, I>1N 55155 (3 copies)
POLLUTION CONTROL AGENCY
riltil Hoff
BnvirOtJment~li Analysis Offle:o
520 Lt.tfdyeHe Road
S~i I~aul~ 1v1}-~ 55155 (~cor)i~)
trRA~NSI1()RT.A ~rI()r~
HEALTH
Rl!a }.1~s,-_; n H
MI]'",. D;;pt. (',J Health
ninnaJ:_tr Building
p,O, B(1\ 59{)40
925 DeJaWl1.fe SUe,ef SB
Iv1inn(,..1polls, b'rN 55459.0.040 (1 copy)
AGRICtJLTUR}~
Palll B~m5
90 West Plato Boulevard
Sf. Pauli MN 55107 (1 cOP:r')
HOAIW OF WATER AND SOH. RESOURCES
Doug Thomas
155 South \V1\bllSha, Suite 104
St. Paul, }.1J'.1 55107 (1 copy)
LEGISf.,ATIVl<: REFERENCE UnRARY
Zona DoWiU
64S State Office. BuiMing
St, Paul. M..."4' 55155 (2 wpie.s)
ENVIRONMENTAL CONSERVATION LIDRARY
300 NicoUet Mall
MinnUlpoli~, MN ~~401 (2 copies)
M"~TROPOLJTAN COUNCIl. (r\1'elro Artft ONLY)
Lynda Voge, Rderrd:!i.
Mears Park Cenlre
230 E;;iil Fiflh Street
Sf. P~1111. 1t'\l' SSW} (l copy)
Geritld L~\.r$on
l\-'frvno'1' :E:nvironmental Service!:
3485 }hdley A\-'!',nue North
OnkdJle, IvlN 55128 (3 copie~)
ALSO DISTRIIllJTE TO:
A public lihra:y Or public plnc:e where the. drafc wJll (yJ. :l\'ailnble for public review in r.leh COUllty wkre- the pro,ke! '.viIi
1<tk..C place
Regional Dtvekmrt,C!H CommiSSIOn. where. n.ppHc-ablc. ttt\d R.:siorl<11 Development Library for the:- region of tile projed
site (s;;", nc:cornpal1>'ing lists and mtlp)
;\ny governmental imil',;,I'd(:h ha's ttutliorlty to petTl\il OJ approve the proposed ptbject
The NOJ)(;,;er uf the project
T6 the exfe.nt r;;:;ssible, any person requesting the DEIS
THE SllMr.'JARY OF THB f>RAf"T LIS SHALL BE PROVIDED TO:
..\.ii inf.,.b(o(;;; (If tho E,'\ W distlibutjon Ust that do no rocd..-c th(~ draft ETS
,1,n)' vCrson Ih,,! submitled l\Ub,.;;tr.ill[ve commclllS On the RAW lhnt did Mt receive thc- entire (lraft ETS
/'-11)' !-",;r~\.-'fl rtoquestbg the summary
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FINAL, EIS DJSTRIllUTION IJS]'
SHALL PR()VInB COPIES OF TI--rE FINAL E!S TO:
persons receiving c;::.pies oi lhe eo!!re draft ElS
Any persmjl; that ~llbmHied suhslanllve COmment!; Oil the dmft ms
the extent I)Osslble, 10 any l)ersO!\ tC-qU<llUl'Ig the- final I;TS
QCT--09--95
MON 08:22 MEYER-ROHLIN,
I :1C.
612 6:=:2 '34'32
P.05
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