1995-04-06 MNDNR Review
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DEPARTMENT
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NATURAL
RESOURCES
500 LAFAYETTE ROAD · ST. PAUL, MINNESOTA · 55155-40(")1 13ot' 7-
DNR INFORMATION
(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 Heritag~ database has been reviewed to determine if any rare plant or
animal species or 'otlier 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 Nat'.l1'al Resources :is a ,,~'hole. A..-l 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 612/297-4961
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 quality. 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 "e" 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 quantity 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 t-1ap "c" 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 s;ystem. 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 stormwater
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 HPCA 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 facilit~7. 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 Minnesota 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. Municipal 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. ~1ajor 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 southwest 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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