1997-03-14 WSWCD Wetland Plan
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WRIGHT SOIL AND WATER CONSERVATION DISTRICT
306 C BRIGHTON A VB
BUFFALO MINNESOTA 55313
NOTICE OF WETLAND CONSERVATION ACT DECISION
Name of Applicant: Kenco Construction Inc. CO/Don Jensen
Application number:
Type of Application (check one):
_ Exemption Decision
_ No Loss Decision
---X- Replacement Plan Decision
_ Banking Plan Decision
Date of Decision: March 11, 1997
DECISION ON APPLICATION:
Approved_ Denied_ Postponed_ Approved with revisions1C..
DESCRIPTION OF ACTIVITY: Kenco Construction Inc. is proposing Park Side Fourth Addition
development, within the City of Albertville Minnesota. Original proposed impacts were 26,828 square feet of type II
wetland. The Local Governing Unit decided to approve the development with the stipulation that the wetland impact
due to Block 2 Lot 1 will be eliminated. Therefore, the fmal wetland impacts'approved under this revision will be
approximately 14,849 sq: ft. of type II wetland of which 12,849 sq. ft. is non-exempt. Replacement will be conducted
on-site via wetland creation and the establishment of an upland buffer. As proposed 35,624 sq. ft. of type III wetland
will be created with an additional 19,375 sq. ft. of upland buffer to be established to satisfY the 2:1 replacement
requirement.
List of Addressees:
Don Jensen Developer
Doug Norris MN Department of Natural Resources
RobertHance MN Department of Natural Resources
Keith Grow Board Conservationist
Daniel Dobbert (public)
Svoboda Ecological Resources (public)
Gary Elftmann Army Corp Engineers
You are hereby notified that the decision of the Local Government Unit (LGU) on the
above-referenced application was made on the date stated above. A copy of the Local Government
Unit's Findings and Conclusions can be obtained from LGU at the address listed above. Pursuant
to Minn. R. 8420.0250 any appeal of the decision must be commenced by mailing a petition for
appeal to the Wright Soil and Water Conservation District Board within 15 fifteen days of the
mailing of this Notice.
Date .of mailing of this Notice:
Wright Soil and Water Conservation District
March 14; 1997
By: Mark McNamara
Its: ResoUTce Conservationist
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WW'LAND CONSER VA. ACT
CERTIFICATE OF EXEMPTION OR COMPUANCE OR NO LOSS.
LGU ADDRESS
AND PHONE NUMBER
4A/1.LiSo.tJ )./~Le- C/lv of ALA~~_lIJjLt.u.-
(Name,. address, and phone of applicant) ,
p. O. f1Q. K 13/ Ai,. &; t1 j (/;/ / /~.; ;L-I~ $S 30 I
~,I"'- ~17- 338"
bO 7'/t' .5""~r=( <;'A~ ;-IAA-V .~1Lwc::/t.- -r/l-\A.. JJ k L/,JC[ /;'1/ h..::,J ~j o~.
,
(Description of projectIName of development)
. t:;;-,4 ';/ O-t ,qL8tL-,t-lU;LLe- N,J C ~~~ AH~c..I/IL.? Lt::77etl.) .
(Location oC work: Township, Range, Section, Qtt. Section, Lot, Block, Subdivision, City, County)
(For seasonal/annual exemption attach proposed general location information, i.e. maps, aerial photos)
The wetland activity at the above site is exempted from or in compliance with the Wetland Conservation Act (WCA) for the
following reason: [Please Circle (A).@J (C), (0), OR (E)l
This exemption certification expires A'tlt"..S'f. 3/., /997
(A) A Wetland Docs. Not ExiSt; OR
(B) ., Exemp(jon' '*
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DesCription of Ex.t?DPlion
G
t&:lc..~~'. --?'#4:S'<::!"'
€X/EA/ho,.J is #~
(C) Wetland. Loss Has Been Avoided; OR
(0) Wetland Has Bc:ca Rql1aced As Pa- Approved Plan (attached); OR
(E) No ~ Determination . (attach p~).
:1L:. tion. Provided.. for this. determination
. ;;2'~
(Applicant Signature)
is truthful and accurate to the best of my knowledge.
xC;
(Dated)
2cJ-Cf?
~~.,~t~~ _~
(LGU Official SignatUre) . \.02.. ..
9 - 4'"C;;-- 96
(Dated)
.
THIS CERTIFICATION ONLY APPLIES TO TIlE WCA OF 1991. Permits from loc,,', state, and federal agencies maybe required. Check wilh lhc
appropriate authoritics . before comme~ing~orkJn or near wetlands. . The Combined Project Notification form can be used Cor tbia purpOllC.
FOR AlL 1tlCEMP11ONS: A landowner. draining' or filling a wctland under an exemption ahall c.naure that; appropriate erosion co~ meaaurcs arc
taken to prevent scdimentation of the water, the drain or fill docs not block fish pussgc, and the drain or. file is conducted in compliance wilh all other
applicable Cedetal, state and loclIl requircmenta, including best management practices and water resource protection requirements C81ablished under
Minnesota Statutes, Chapter 103H.
A:exmpcett.Cor (BWSRlJJ. 10117/93)
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"RIGHT SOIL AND WATER eNSERVATION DISTRICT
306C Brighton Avenue
Buffalo, Minnesota 55313
Telephone (612) 682-1933
682-1970
May 15, 1996
Kent Roessler
Kenco Construction Inc.
13763 Johnson Street NE
Ham Lake MN 55304
RE: PROPOSED DEVELOPMENT PARK SIDE THIRD ADDITION LOCATED, PART OF
NEl/4 SECTION 2 T.120N.-R24W. FRANKFORT TOWNSHIP WRIGHT COUNTY
MINNESOTA.
Dear Mr. Roessler,
This letter is a follow-up to the letter dated February 15, 1996. The LGU has decided to allow the final
proposed project which includes all changes identified on the final plat and mitigation plans dated 4-26-
96. Approval of the project is subject to the following conditions.
1. Construction of the Sedimentation Ponds must be completed prior to any other construction activity.
2.. A nwnber of platted lots abut wetlands. These wetland areas as identified on the plat must be protected
with a conservation easement identifying the wetland areas, and stating that the wetlands are protected
under the 1991 Wetland Conservation Act. To assure the wetlands integrity a grass buffer with a
conservation easement must also be developed. The buffer must be a minimwn 16 feet wide and the
easement should protect against alteration of the vegetation. The buffer should be clearly identified and
prior to any lots being sold. Potential homeowners must be made aware of their obligations to protect both
the wetlands and the buffers strips.
3. The proposed replacement wetland must be excavated 6-12" below proposed grade. Any wetland soils
excavated from adjacent wetlands on the property should then be spread 6-12" deep in the basin bottom to
assure a viable seed source exists for establishment of wetland vegetation.
4. Water from tlle adjacent ditch could be routed in a manner that would flow into the proposed
replacement wetland and an overflow pipe could be established which would produce a permanent pool of
3.5 to 4 feet deep. This type of system would create a flow through type of wetland which would closely
resemble what originally occurred. Also a pipe or other outlet control could be designed to increase the
residence time, which would allow the wetland to hold more water and distribute it over a longer period of
time, thus decreasing the pressure to the ditch.
5. The excavated replacement wetland area must be graded to blend with existing natural contours and
must feature gradual slopes and irregular shoreline to ensure a functional wetland edge.
6. Newly graded slopes within the proposed wetland replacement area must be 5: 1 (horizontal to vertical)
or flatter to reducecthe. potential for erosion and encourage slope stabilization.
7. All graded..area must be seeded in a timely manner and if possible must be ~eeded within 10 days after
final grading has occurred.
.
.
).
8. The replacement wetland must be protec\ed with a permanent easement (see enclosures Form A-AI for
example). Once this is accomplished a copy of the easement must be submitted to this office to be placed
in the file. Please keep in mind if this is not done the certificate of compliance is null and void.
I have enclosed a copy of a WETLAND CONSERVATION ACT Certificate of Compliance this form
must be signed and returned to our office. Upon receiving a copy of the signed form we will then make a
copy of the Certificate for our files and return your copy which you should keep on-site when the work is
being done.
Please be advised this permit is not valid until 30 days have passed from the date you receive this notice.
Please feel free to contact me If you have any questions or concerns regarding this matter.
Sincerely,
~..( ~ ,A..'
Mark McNamara
Resource Conservationist
Wright SWCD.
-_.~.,
cc: Garrison Hale City Administrator. V
Bob Rholin Engineer
enc1:
,.
~
~ CONSERVA~N ACT
CERTIFICA7!IlJF EXEMPTION OR COMPUtE OR NO LOSS*
LGU ADDRESS
AND PHONE NUMBER
JLl.:-~ t (Lo.cssLc(J... 1{~Nc..O COJ.)S-/-IJ.lALli"dAl ::IAlC.. 13763 IJofl..Jso...J sl. JJ{;f J.I:IA. uC AJ ss30V
(Name. address, and phollC of applicant) .., S" '7 ... ~QS'7.-
/J,,q 1'1-/ L 5;' LJ &;' 71/; /LA ;://7/1; I; 0 .,J
(Description of project/Name of development)
PAA-! ~+ A}~'~ .. ...~(- 2. .. "7:/W.,J- Il.ZqW .. FiVl,J,t:.Ftrtt--r;"JJ$lf/;tf} ,OLiff-Jr'o,V..J1y
(Location of work: Township, Rang!l,Section, Qtr. S!lction, Lot. Block, Subdiviaion, City, County) p. )
(For sea80natlannual cxemption .ttach proposed gcncnl loc.tion information, i.c. mapa, .crial photoa) f.
1Ue wetland activity at the above site is exempted from or in compliance with the Wetlllnd Conservation Act (WCA) for the
following reason: [Please Circle (A). (B). (C). (0). OR (E)]
This exemption certificntionexpires /'Z - 3/- q i
(Oo..)
(A) A Wetland Does Not Exist; OR
(D)
Exemption'
(per MN Rule Chapter 8420)
Description of Exemption
~
,rt- ..;/-( i s-
Uo; () ,
-----
Wetland Loss H.l'UJ Been Avoided; OR
(C)
@)
(E)
Wetland Has ncen Replaced As PCI' Approved Plan (attached); OR
No Loss Determination (attach plawi).
The information provided for this determination is truthful and accurate to the best of my knowledge.
X
(Applicant Signature)
X
(Dated)
(LGU Official Signature)
(Dated)
.
THIS CERTIFICATION ONLY APPLIES TO TIlE WCA OP 1991. Pcnnita from local, atatc, and fcdcnl aJcncica may bc R14Iuircd. Check with the
appropriate authoritics bcfore cOffilllcncing work in or ncar wctland.. The Combincd Project Notification fotlll c.n be used for thia pUIJlOlC.
FOR AIL F.XEMPTJONS: A landowner. draining or filling' . wetland under an exemption shall ensure that; appropriate ero.ion control moaaure. are
taken to .prevcnt sedimcntation of tile watcr. the dnin or fill doc. not block fish passage, .nd thc dnin or file i. conductcdin cOlllpliance with all other
applicable fedenl, slate. and local requirements. including best management practice. and water rcBOUt'Ce protection rcquiremenb cstabli8bed UDder
Minnesota Statutes, Chaptcr 103H.
A:exmpccrt.for (BWSRlJJ 10/17/93)
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~;.: lvironmen~~ment W~!Jeet(EAW)
jTE TO PREPARERS~ . . ,
': This worksheet is to be completed by the Responsible Governmental Unit (RCm or its ageIl~ The project proposerm~t supply
. any reasonably accessible data necessary for the worksheet, but is not to complete the final worksheet itself. If a complete answer
~oe~ not fi_t_~.~~.s~cec~ottt:d! a~.~~~d~!ti~~sh~ as ~~saIY~ , .", ...__
For assistance with'this worksheet contact the Minnesota Environmental Quality Board (EQB) at (612) 296-8253 or (toll-free)
1-$00-652-9747 (ask operator for the EQB ~~enta1 review program) or cons~ "E.AW_9~d.enn~,"'a book1~ ~vai1aOle!rom th~ EQB.
NOTE TO ReVIEWERS-__. .,- - . . . .
Comments must be submitted to the RCU (see item 3) during the 3O-day comment period following notice of the EA W in the EQB
Monitor. (Contact the RGU or the, EQB to learn when the comment period ends.) Comments should address the accuracy and
completeness of the information, potential impacts that may warrant further investigation, and the need for an ElS. If the EA W has
been prep~ fo~ ~.e. $COping ~f an ElS (see i~ 4),' co11lp\ents should address the a~cy and completeness' of the-information
and sugg~issues lOr ~'.:estigation in the ElS." . ,. .- . ~ '.: _._.-. ~ '. ~ . ., , .:' :.~ '. :
.. -- -. - '.- ..... .. . ... .
1. proJectTltll ,., Parkside Third Adeii tion'
. .
2. Proposer"-' ,c; Kenco 'Constructior(,' Inc~' ..~ 3.
ContastpU~n . 1(PT'lt: 'R("H"~!=; 1 Pro .
Address 13736 Johnson street NE
Ham Lake, MN 55304
City of~Albert~ilie
RGU
Contact person ; Garrison Hale
and title City Administrator
Address 5975 Main Avenue NE
Albertv~ll.. MN 55301
612-497-3384
Phone
F;1?...7C:;7--'OC:;?'
Phone
4. Reason for EAW Preparatlon
.;,: 0 ElS $COping sa mandatOry EA W 0 citizen petition 0 RCU discretion 0 Proposer volunteered
"
If EA W or ElS is mandatory give EQB rule category number(s)
5. Project location
1/4 NF. 1/4 Section
County Wright
At14ch tDpies of each of the fol1cwing to the EA W:
( a. a county map shoY-ing the general )~tion of the project;
( b. copyCies) of uses 7.5 minute, 1:24,000 sc:ale map (photocopy is OK) indicating the project boundaries;
* C C. a site plan showing all significant project and natural features. .
{ d. Zon:lng map
6. Description Give a complete description of the proposed project and ancillary facilitieS (attach additional sheets as necessary).
Emphasize construction and operation methods and feat\1l'e5 that will cause physical manipulation of the en,ironment or
. produce wastes.. Indicate the timing and duration of construction activities. .
4410.4300 Subo. 18
? Township 1 ?O Range 24
City/Twp City of Albertville
':
- see attached -,
.~
..../.
..
\'
Provide a SO or fewer word abstract for use in EQB Monitor notice:
1
7. Project Magnitude .Data.. .
Total Project Area (acres) .- 7 O. 7 . acre 5 o~ ~~ (mU~?
Number 'of Residential Units' .... : ~ - , , " - ,.
Unattached - 8 9 ',' Attach~'
CommercialjIndustrial / Institutional Building ~ea (gross ~oor space) _
Total. -.., . ,', " -" square feet; : .
Indicate area of specific uses: . ,
Office
Retail
Warehouse -
Light Industrial
Other Commercial (specify)
Building Height(s~
8. Permits and Approvals Required List all kno~ local, state, and federal permits, app~vais, and funding required:
Unit of Govenurient Type of Application : .. Status
MPCA General storm Water Permit to be acquired_
MPCA Sewer Extension Permit to be acquired
DNR __ Wetland Mitigation Perini t to be acquired
Joint Powers; Water System Watermain.,Extension _ to be acquired
MN Dept> of'Health' watermaifi"Extensl.on' to be' acquired
Army Corp'~ of Engineers Wetland Mi tigation--. to be acquired
Wright County:' C . R. Access Permit . ,,- to b~' acqui red
Final Plat' ~', to be' acquired
- ,~_. ~. ".
-r . ~ ~
......... ~:.. :
See Attached ~
"
S.
Manufacturing' ,
Other Industrial
Institutional ~. .
Agricultural
.~ ; i
c".-.
..., _. .'. -
:--:" _:. -.' .
. ,. - '- ,
9. Land Use Descibe current and recent past land use and development on the site and on adjacent lands. Discuss the
compatibility of the project with adjacent and nearby land uses; indicate whether any potential conflicts involve environmental
matters. Identify any potential environmental huard due to past land uses, such as soU contamination or'abandoned storage
tanks.
- See Attached ~
10. Cover Types Estimate the acreage of the site with each of the following cover types before and after development (before and
after totals should be equal): - ,
Types 2 to 8 Wetlands
Wooded/Forest
Brush/Grassland
Cropland
Before
6.8
o
4.1
R4.1
After
6.8
o
3.75
l~.n
Before
Urban/Suburban LaYton 0
Land~ping
Impervious Surface 0
Other (descn"be) 0
Park & Sedimentation
After
34.3
26.6
9.S
11. Fish, Wildlife, and Ecologically Sensitive Resources
8. Descn'be fish and wildlife resources on or near the site and discuss how they would be affected by the project. Describe any
measures to be taken to minimize or avoid adverse impacts.
- See attached -
b. Are there any state-listed endangered, threatened, or special-concern species; rare plant communities; colonial waterbird
nesting colonies; native prairie or other rare habitat; or other sensitive ecological resources on or near the site? 0 Yes 0 No
If yes, describe the resource and how it would be affected by the project. Indicate if a site survey of the resources was
conducted. Describe measures to be taken to minimize or avoid adverse impacts.
- See Attached -
2
JI
tal Impacts on Waler Resource. Will the project involve the physical or hydrologic alteration (dredging, filling, stream diversiolV
' structure, diking, impoundment) of any s.urface water Gake, pond, Wetland,. drainage dit.ch)? 6a Ye. 0 No
identify the water reseu.- h, be affected and describe: the alteration, inc. the construction process; volumes of
i or fill material; area af . ; length of stream diversion; water surface affected; timing and extent of fluctuations
.--c surface elevations; spoils disposal sites; and proposed mitigation measures to minimiz~ ~~~~ :~ .: ~ ::
See Attached
:.' ~,
"-.: .. ~ .- . .....
,.
13. Water USI r-, ,'::;3 j ,
a. Will the project involve the installation or abandonment of any weDs? ~ Yel 0 No
For abandoned wells give the location and Unique well number. For new wells, or other previously unpermitted wells, give
the location and purpose of th.e well ~d the Unique ~ellnum~ (if known). _ ' '
- See Attached _
b. Will the project require an appropriation of ground or surface water (including dewatering)? 0 Yes 0 No ( unknown)
If yes, indicate the source, quantity, duratiolV purpose of the appropriation, and ONR water appropriation permit number of
any existing appropriation. Discuss the impact of the appropriation on ground water levels.
- See Attached _
::. :."-
C. WiD the project require connection to a public water supply? IS Yes 0 No
If yes, identify the supply, the DNR water appropriation pennit number of the supply, and the quantity to be used.
- See Attached _
14. Water-related Land Use Maneg&mant Dlstrlc18 Does any part of the project site ulVolve a shore1and toning district. a delineated l()()..year
flood plain, or a state or federally designated wild or scenic river land use district? 0 Yes 2l No
11 yes, identify the district and discuss the compatibility of the project 'with the land use restrictions of the district.
"
- .
15. Water Surface Use Will the project change the number or type oE wateraaft on any water body? 0 Yes to No
If yes, indicate the current and projected watercraft usage and discuss any potential overaowding or' COnflicts with other users
or fish and wildlife resources.
16. SoU. Approximate depth (in feet) to:
Ground water: minimum 0 average 1 0-1 ~ Bedrock minimum N / A average N / Ii.
Descn'be the soils on the site, giving SCS classifications, if known. (SCS interpretations and soil boring logs need I!.e1 be attached.)
Dundas and Ames silt loarns
Hayden 1 oarns '
17. ErosIon and Sedimentation Give the acreage to be graded or excavated and the cubic yards of soil to De moved:
acres 70 ; cubic yards 35.000
Describe any steep slopes or highly erodible soils and identify them on the site map.
Describe the erosion and sedimentation measures to be used during and after construction ot the project.
..~~. r:
- See Attached _
3
18. W.t~r'Ou.nty-.sun8ceWiter Runoff,. .' . ..' . ' ",. .... .. :'.' 'i,,<:.,;.. '~':~- . .'
a. Compare the qu~tity ~d quality of site riinoff before and after the project. Describe ~~~s to. be used to~ge and/or
'. 'treatrunoff.', ,'.: " '.. .. ".. . . ....
.... ~". ' ;... \ .
- See Atf~ched~-
- ;~ -:-{::..:5 j ~ ..~. .: ';", ::-
'\
b. Identify the route(s) and receiving water bodies for runoff from the site. Estimate the impact of the runoff on the quality of
the receiving waters. (1f the runoff 711/lY affect a lake consult "EA W Guidelines" about whether a nutrient budget analysis is needed.)
- See Attached
.. --:-
'.
. -- ".. -,.
19. Water Oual1tY. Wastewaters. . . . . ~ _: . " : -~.. . -. .
a. Describe sources, quantities, and composition (except for normal domestic sewage) of all sanitary and industrial wastewaters
produced or treated at the site. f:: ., r' " ::. _ , 'o. ::.
- See Attached -
..... --- ,-, ,
" I .J-.J I
b. Descn'be any 'waste treatment methods to be used and give estimates of composition after treatment, or if the project
invoh'es on-site sewage systems, discuss the suitability of the site conditions for such systems. Identify receiving waters
(including ground water) and estimate the impact of the discharge on the quality of the receiving '\\oaters. (1f the discharge
mtJY tiffed a ltJke consult "EA W Guidelines" about whether a nutrient bwIget allRlysis is needed.)' ,'.:
- See Attached -
C. If wastes will be discharged into a sewer system or pretreatment system, identify the system and discuss the ability of the
system to accept the volume and composition of the wastes. Identify any improvements which will be necessary.
-See Attached -
20. Ground Water - PotentlaJ for Contamination
a. Approximate depth (in feet) to ground water: muumum; average.
b. Describe any of the following site hazards to ground water and also identify them on the site map: sinkholes; shallow
limestone formations/karst conditions; soils with high infiltration rates; abandoned or unused wells. Describe measures to
avoid or minimize environmental problems due to any of these hazards.
- See Attached -
c. Identify any toxic or hazardous materials to be used or present on the project site and identify measures to be used to
preve,nt them from contaminating ground water.
- See Attached -
.-
21. Solid Wastes; Hazardous Wast..; Storage Tanks
a. Describe the types, amounts, and compositions of solid or hazardous wa~~, !~ l?e genera!edl including animal manures,
sludges and ashes. Identify the method and location of disposal. For projects generating munici~ .solid waste indicate if
there 'will be a source separation plan; list type(s) and how the project 'will be modified to allow recycling.
"
- See Attached
b. Indicate the number, location. size, and use of any above or below ground tanks to be used for storage of petroleum
products or other materials (except water). ~- ".r'; '.~ ; ~ ,..:
- See Attached -
4
.)
22. Traffic Parking spaces added 178. . Existing spaces (if project involves expansion) 0 . . Estimated total Average
- . Daily Traffic (ADn generated ..ao.- Estimated maximum pea.' k hourtraffi.erated.. (if known) and its timing: .
. . For each affected r~di~te the ADT and the directional distrib of traffic with and without the project.
Provide an estimate of the impact. on traffic congestion on the .affect~ roads and. d~ribe any iratfic improvements which will
be necessary. .
The ADT estimate was achieved by assuming 5 trip counts per household
~;'5:):: i:. ~.-:-::~_ -
X 89 lots + l2%
23. Vehicle-related air emissions Provide an estimate of the effect of the project's traffic generation on air quality, including carbon
monoxide levels. Discuss the effect of traffic improvements or other Initigation measures on air quality impacts. (1f the project
invoWes 500 or mDTe ptlTking spaas, CDnSUlt ..~ W Gui4elines.._~ut.wht:ther /l dettri1ed /lir qUlllity llnJ1ly$is is needed.) ..
\-., ~ ... ..i. _ _._ .
- See Attached -
24. Stationary source air emissions Will the project involve any stationary sources of air emissions (such as boilers or exhaust
stacks)? 0 Yes ISi No
If yes, describe the sources, q\.lAntities, and composition of the emissions; the proposed air pollution control devices; the
quantities and composition of the emissions after treatment; and the effects on air quality.
25. Will the project generate dust, odors, or noise during construction and/or operation? Xl Yes 0 No
If yes, describe the. sources, characteristics, duration, and quantities or intensity, and any proposed measures to ntitigate adverse
impacts. Also identify the locations of sensitive receptors in the vicinity and estimate the impacts on these receptors.
- See Attached -
:.
26. Are any of the following Te$Ou.Tces -on or in proXimity to the site:- ";;. ..
a. archeological, historlc:al. or architectural resources? 0 Yes ~ No
b. prime or unique farmlands? 0 Yes sa No
c. designated parks, recreation areas, or trails? 0 Yes 6a No
d. scenic views and vistas? 0 Yes Gl No
e. other unique re5OWces? 0 Yes 50 No .
If any items are answered Yes, describe the resource and identify any impacts on the resource due to the project.
any mea$UTE!S to be taken to minimize or avoid adverse impacts.
..
See~attached letter for' 11
Describe
27. Will the project create adverse visual impacts? (Examples include: glare fr011l intense lights; lights visible in wiltIt::rmss IZTUS; /lnd large
visible plumes from cooling towers or exhaust sftldcs.) 0 Yes g) No
If yes, explain.
28. CornpatlbUity with plana Is the project subject to an adopted local comprehensive land. use plan or any other applicable land use, water,
or resource management plan of an 1oc:al, regional, state. or federal agency? 0 Yes 0 No unknown .
If yes, identify the applicable plan(s), diSiC\JSS the compatibility of the project with the provisions of the plan(s), and explain how
. any conflicts between the project and the planes) will be resolved. If no, explain.
As of July, 1995, the City of Albertville issued a work order for a
Comprehensive Land Use Plan. This projec~ has been reviewed under the
same guidelines.
\ .
5
,\
'. -.. -.
29. Impect on Infraetructure and P, ubllc seN. Will, new, or e~pa~ded utilities, ~ads, other.' ~ stru~, or public ~~ces be . ~
required to seIVe the project? 12I Y N 0'- . . _ ' -.' .
If yes, deScribe the new or additional infrastructure /services needed. (AnY,infrastructure tftat is 4 "connected action" with respect
, to the project must be assessed in this EA W; su "EA W Guidelines" for details.)' . " ,.: "
i~ '~~~O~t~;~hki ~~~
1".. ;.. -of -:
:: 7~';,-, ~:_ r~.; f .:::- ;2 E "to (:; ~-~ ~.'\" e 3: -: :... ~:
?~F:~'.. $~::.,-:~-,-:25 '~..- -" ~~.:4-~l
." ~':_:'" ~ _ _L _ .
- ',' ::'~':-:':::.c'," j~\ ;.~-~, -
30. Related Developmentsj Cumulative Impacts
a. Are future stages of this development planned or likely? fgI Yes 0 No
If yes, briefly describe future stages, their timing, and plans for environmental review.
b. Is this project a subsequent stage of an earlier project? 0 Yes Ea No
If yes, briefly describe the past development, its timing, and any past environmtm.tal review. '
C. Is other development anticipated on adjacent lands or outlots? m Yes 0 No ' . '
If yes, briefly describe the development and its relationship to the present project.
d. If a,b, or c were marked Yes, discuss any cumulative environmental impacts resulting from this project ~d the other
development.
- See Attached
31. Other Potential Environmental Impacts If the project may cause any adverse environmental impacts whicll were not addressed by
items 1 to 28, identify and discuss them here, along with any proposed mitigation.
Impacts have been addressed.
32. SUMMARY OF ISSUES (This section need not be complded if the EA W is being done for EIS scoping; insfea4, Dddress relevant issua in the
draft Scoping Decision document which must aceompany the EA W.) List any impacts and issues identified above that may require
further investigation before the project is commenced. Discuss any alternatives or mitigative measures that have been or may
be considered for these impacts and issues, including those that have been or may be ordered as permit conditions.
Further investigation of issues identified above before the
proj ect. is c;:ornmens;ed j-s.not deemed necessary.
CERTIFICATIONS BY THE RGU (all 3 certifications must be signed for fOB acceptance of the EAW for publication of
notice in the fOB Monitor)
A. I ~ereby ~ information con~!J4his d~mM\t is accurate and ~mPlete to the best of my knowledge.
Slgnature~4-n-- ~ ~, ... .
B. I hereby certify that the project descn'bed in this EA W is the complete project and there ate no other projects, project stages, or
project co~ponents, other than those descn'bed in thi~ document, ~hich are related to the project a~ "conn~ed actions" or
;r;:a~:ctio~~~~~;l~ p~. 4410:0~OO, subp~ ~b an~ subI:~ ~O: , '~.; ~ '--c<~:, . . .
C. I hereby certifY tha~es of the com~eted ~,.'beinvent to all points on the official EQB EA W distribUtiO, n list.
Signature 2:Zi..44~ ~ ;,.2!i!tZL ~/ScP
Title of Sign;' <17 '1" ~171 JJ/~/A".../tk2 Date {?-- 177) ,. -6 - '5
6
Minnc.sCQ Enviranmc:nl&l Qualit, 8aud. R~ June 199D.
I
-'.
.
.
6. DESCRIPTION
This 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 of two lots with a
total area of approximately 11 acres. The remainder of the property, approximately
15 acres, consists of parks and wetland areas.
The City of Albertville is included in the Joint Powers Water Board System
along with the cities of Hanover, St. Michael, and Frankfort Township. Domestic
water and 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 facility through an
extension of Albertville's sanitary sewer collection system. The sanitary sewer main
line installed through the Project will be designed to accommodate the wastewater
flow from adjacent properties to the southwest in Albertville that are expected to be
developed in the future and for which sanitary sewer service will be required. It
is estimated that 360 acres to the southwest of the Project will ultimately be
serviced with sanitary sewer from 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
that subsequent extensions to the southwest can be accomplished.
Construction activities for developing the Project include typical earthwork
operations as necessary for grading of streets, installation of piping for extension of
the municipal water and sanitary sewer systems, and minor earthwork operations for
the development. MPCA approved erosion control methods such as silt fencing will
be used to mitigate potential erosion onto adjacent properties or into drainage ways
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
of development of the Project is dependent upon timing of approvals as well as the
rate at which housing is needed.
. .
9. LAND USE
The majority of the existing land use is agriculture, with portions of the
property existing as wetlands. The estimated acreage of cover types before and
after development are identified in the following section. Adjacent land uses include
residential, agricultural, and commercial.
The proposed development is adjacent to a recently constructed residential
development within the city of Albertville. See Map "D". 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 of the Project are also
primarily agricultural with portions of the property existing as wetlands. Future
residential development of the acreage to the southwest of the Project is compatible
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
developments. Also, the Albertville-St. Michael High School is located due east of
the future residential development south of the Project. Thus, existing land uses
are compatible with the Project and surrounding areas. The rate of future
development is unknown. In addition, no preliminary plans have been submitted for
review.
There are no known past land uses that would contribute to present
environmental concerns in the Project.
.
.
11. FISH. WILDLIFE. AND ECOLOGICALLY SENSITIVE RESOURCES
(a) & (b) The DNR has determined, as described in the attached letter, that
there are no known occurrences of rare species or natural features in an
approximate one mile radius of the Project.
There are no fish resources on or near the site that could be affected by the
Project.
The existing land area of the Project will be developed to include only those
areas that are currently used for agricultural purposes. The wetland areas, with
the exception of approximately 15,000 square feet proposed for street crossings, will
not be disturbed by the Project.
. 7" .... .~
........:..."..:..::"
. ~ ._.....:... e..;'"
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.; ::"7" .
9
/
~ STATE.F
~[N]~~@Lr~
DEPARTMENT OF
.
NATURAL RESOURCES
500 LAFAYETTE ROAD . ST, PAUL. MINNESOTA · 55155-40(')' Be...... T-
DHR IHFORMA TIOH
(612) 296-6157
April 6, 1995
Ronald Geurts, Engineer
Meyer-Roblin, Inc.
1111 Hwy. 2S 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 HeritagC! database has been reviewed to determine if any rare plant or
animal ~ecies 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 Natnral 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 M'mnesota'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 M'mnesota, 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. We are 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 DO record.
Thank you for consulting us on this matter, and for your interest in minimh.iTlg iinpacts on
M'mnesota's rare resources. Please be aware that review by the Natural Heritage and Nongame
Research Program focuses only on rare natural features. It does DOt constitute review'or approval by
the Dep3rtment 'of Natural Resources ~ ~ v:hcle. An 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 EQUAL OPPORTUNITY EMPLOYER
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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 Wa.ter 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.
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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.
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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.
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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 afte:r 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 "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 a:rea 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 sewe:r 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 stormwater
runoff to County Ditch No. 9 is expected to be improved.
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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. The developable land to the southwest is expected to
generate similar residential flows once developed.
(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 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
approximately 158,000 gpd currently exist throughout the year 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 meet higher standards. These designs are on file with the
MPCA for the original treatment facility permit. Thus, Albertville's wastewater
treatment facility has the capability to be easily modified for future wastewater
flows and loadings from areas outside the Project.
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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.
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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.
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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.
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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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MINNESOTA
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/
WRIGHT SOIL AND WATER CONSERVATION DISTRICT
306C Brighton Avenue
Buffalo, Minnesota 55313
Telephone (612) 682-1933
682-1970
February 15, 1996
Kent Roessler
Kenco Construction Inc.
13763 Johnson Street NE
Ham Lake MN 55304
RE: PROPOSED DEVELOPMENT PARK SIDE THIRD ADDITION LOCATED, PART OF
NE1/4 SECTION 2 T.120N.-R24W. FRANKFORT TOWNSHIP WRIGHT COUNTY
MINNESOTA.
Dear Mr. Roessler,
This letter is to inform you of the decision reached by the Local Governing Unit (LGU) in regards to the
above mentioned project. The LGU has decided to allow the final proposed project which excludes the
impact, due to stubbing of 55th St. NE which was initially proposed. The approval of the project is subject
to the following conditions.
1. Construction of the Sedimentation Ponds must be completed prior to any other construction activity:
2. A number of platted lots abut wetlands. These wetland areas as identified on the plat must be protected
with a conservation easement identifying the wetland areas, and stating that the wetlands are protected
under the 1991 Wetland Conservation Act. To assure the wetlands integrity a grass buffer witll a
conservation easement must also be developed. The buffer must be a minimwn 16 feet wide and the
easement should protect against alteration of the vegetation. The buffer should be clearly identified and
prior to any lots being sold. Potential homeowners must be made aware of their obligations to protect both
the wetlands and the buffers strips.
3. The proposed replacement wetland must be excavated 6-12" below proposed grade. Any wetland soils
excavated from adjacent wetlands on the property should then be spread 6-12" deep in the basin bottom to
assure a viable seed source exists for establishment of wetland vegetation.
4. Water from the adjacent ditch could be routed in a manner that would flow into tlle proposed
replacement wetland and an overflow pipe could be established which would produce a permanent pool of
3.5 to 4 feet deep. This type of system would create a flow through type of wetland which would closely
resemble what originally occurred. Also a pipe or other outlet control could be designed to increase the
residence time, which would allow the wetland to hold more water and distribute it over a longer period of
time, thus decreasing the pressure to the ditch.
5. The excavated replacement wetland area must be graded to blend with existing natural contours and
must feature gradual slopes and irregular shoreline to ensure a functional wetland edge.
6. Newly graded slopes within the proposed wetland replacement area must be 5: 1 (horizontal to vertical)
or flatter to reduce the potential for erosion and encourage slope stabilization.
7. All graded area must be seeded in a timely manner and if possible must be seeded within 10 days after
final grading has occurred.
""\
8. The replacement wetland !!Y!lbeprotected with a permanent easement (see enclosures Form A-AI for
example). Once this is accomplished a copy of the easement must be submitted to this office to be placed
in the tile. Please keep in mind if this is not done the certificate of compliance is null and void
I have enclosed a copy of a WETLAND CONSERV AnON Acr Certificate o/Compliance this form
must be signed and returned to our office. Upon receiving a copy of the signed form we will then make a
copy of the Certificate for our tiles and return your copy which you should keep on-site when the work is
being done.
Please be advised this permit is not valid until 30 days have passed from the date you receive this notice.
Please feel free to contact me If you have any questions or concerns regarding this matter.
Sincerely,
,A-{c:.-< Ae.'l~~'"
Mark McNamara
Resource Conservationist
Wright SWCD.
cc: Garrison Hale City Administrator /
Bob Rholin Engineer
encl: