HomeMy WebLinkAbout5.f. Storm Water Utility Complaint - Lockler �
,� CITY OF ROSEM�UNT
,� EXECTJTIVE SUI+Il�SARY FOR ACTION
CITY COUNCIL MEETING DATE: August 3, 1993
AGENDA ITEM: Storm Water Utility Complaint - AGENDA SECTTON:
Lockler Old Business
PREPARED BY: Stephan Jilk AGENDA ��� � �}"'
�.�
ATTACHMENTS: Letter of Complaint APP .._ Y-
Staff Memo
This item was tabled at the July 20, 1993 meeting and is brought back
for tonights discussion.
This is a discussion item on the request received from Mr. & Mrs.
Dan Lockler, 2187 128th Street, regarding a high water problem `
at their residence.
Mr. Ron Wasmund, our Public Works Director and Bud Osmundson, our City
Engineer, have been involved in this matter for sometime. Information
that they are able to provide in working with the DNR and our own
Building Department is contrary to what the Locklers' are suggesting.
Mr. Wasmund and Mr. Osmundson will be prepared to discuss this with
you.
RECObIl+2ENDED ACTION: None
COUNCIL �iCTION:
5
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PHONE (612)423-4417 2875•145th Street West.Rosemount,Minnesota MAYOR
FAX (612)4Z35203 Mailing Addrsss: Edward B.McMerwmy
P:O.Box 510,Rosemount,Minnesota 55068�0510 COUNGILMEMBERS
Sheila Klasaen
James(Red!Siaau
MEMQRANDUM "�`"w11C87
Dsnnis Wippertnann
ADMINISTAATOR
TO: Steve Jilk, City Administrator st���r��k
Ron Wasmund, Director of Public Works/Building Official
FROM: Bud Osmundson, Assist Director of Public Works
DATE: July 1 fi, 1993 {Revised 7-30-93)
RE: White Lake Water Elevation
Attachments 1 . 1984 Council Meeting Minutes for Aug 21, Sept 4, Sept 17
2. Letter to and #rom DNR requesting survey & result of survey
3. Three DNR letters to Locker {2), Erdrich
Introduction
The Public Works Department has had numerous calls regarding the water elevation
of White Lake for the past year. Speci#icalty, Mr. Dan Locker, 2187 128th Street
West, has been concerned about the water level of White Lake and its affect on his
home and welL
Backaround information
The White Lake water elevation (or Bacardi area pond as it is referred to in past
cauncil minutes) has been an item of discussion at least since 1984. The attached
council meeting minutes document that it was discussed at three council meetings,
and action was recommended to be taken, but due to funding considerations nothing
was done.
White Lake is a Department of Natural Resources protected water body with a DNR
number of�19-8. Because it is a DFVR protected water body, the City cannot work or
.� excavate lower than the ordinary high water level (OHWL) which is set by the DNR.
Prior to May of this year, the ordinary high water was assumed to be at particular
elevations by visual observation. In May of this year we requested that the DNR
survey and complete a study which woufd determine that OHWL. The DNR completed
this study an July 12, 1993. This attached DNR hydrographic survey reports that the
OHWL is 966.9.
Further information which we have in house includes the November 1974 Aerial
Photography which has the water elevation to be 964.5. The 1991 aerial phot4graph
shows the exact same elevation. As part of the DNR survey, the water e(evation on
June 28, 1993 was 967.4 or approximately 6 inches higher than the ordinary higfi
�ver�t�tngs �oming �VL�i C7�.osemourii��
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water elevation.At the present time, water flows northerly through Dick Erdrich's
driveway through the Bacardi Avenue east ditch. It then proceeds northeasterly
across the Erdrich property to Robert Manseau's driveway, then northerly through a
6" tile pipe to a point on Manseau's property where it outlets, then easterly thraugh
a ditch to the pond on the Wolfson and McMenomy property.
Recommended Corrective Action
We are investigating the same corrective action which was discussed in the 1984
couneil minutes, which is to excavate a ditch on the west side af Bacardi Avenue
north of White Lake. The excavation cannot not be Iawer than the OHWL of 966.9.
Ramifications of the proposed work, are that the water will drain to the north, then
cross Bacardi Avenue easterly through an existing cu(vert, and then easterly across
Robert Manseau's property across a natural drainage way, to an end point at a pond
further east in Section 16. At this tirne, we do not have easements for White Lake
on the Locker property, or across the natural drainage way on the Manseau property,
or final tlestination pond in Secfion 16 on land owned by Woifson Properties and Mary
McMenomy. Our recommendation is to acquire the necessary easements prior to any
excavation which will take some time to camp(ete. If directed to do so, we would try
to acquire Rights-of-Entry to allow us to direct water through the mentioned
properties, while we are assembling the necessary easements. These easements
shauld have been acquired when Bacardi Avenue was constructed and the flow
changed, which was sometime in the late 1960's or early 1970's.
�
Sunday , July lltl� , 1993
Mayox E. 3. McMenomy ;
Enclosed , please fi.nd our current invoice for City of Rose-
; mounti "Storm Water Fee" . We have been paying for this service
for a pear , and feel that i.t is time to receive something in
return for our money .
Five years ago , after obtaining permits and permission from the
City o� Rosemount and the DNR, �re raised the level of our prap-
ertp . We r+ere assured by�=the D2iR and the excavator that the
�+ater on White Lake uas at it 's highest Ievel then . The water
which Was approximatelp 1$" lower than the present level , xas
allowed to flow through a series of ponds and culverts , bp
opening the blocked culvert under Mr . Richard Erdrich ' s t�rs.ve-
way , which was near the end of this partieulaz drainage system.
After Mr. Erdrirh was forced to open his culvert , the ��ater
on Wliite Lake receded to the normal level .
Over the past several pears , the Erdrich ' s have again been
• depositing dsbris and ;fill in the ditch along Bicardi Avenue.
This has been witnessed by a City of Rosemount='•.Maintenance
Offictal and Mr . Earl Marotzke , whose land is also being
flooded by this . The efficiency of the culvert has been re-
duced to a trickle, backing the water up onto our yard , kil-
Iing trees and shrubs , and threatening our well .
At the time that I purchased my property on White Lake , 17
years a�o , the City of Rasemount approved the elevation to be
suitable for building . Since that time , I have spent over
$20 , 000 .00 to increase the elevatian of my pxoperty next to
the lake , and to install approved erosion material, to protect
this investment .
Over the past two years , we have requested assistance from the
City of Rosemount . The City Engine� and Mr . �dasmund have been
out several times , and nothing has been done .
�- � �Je feel that payin� a storm xater fee , when we in iact are the
� neighborhood stoxm water reservoir, is rather counter-productive .
We solicit your assistanee in immediate attention to aur water
probxe8:�. Our past attempts have been ignoxed - as our future
storm water service bi1Zs will be .
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'••` .
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Sincer�lY�'
�' �� ,�.��'�,�.�
Dan & Barb Lockler Residence � 423-3053
� 2187 128th Street West Business rr 550-0555 {Barb)
Rosemaunt , MN ,55Ob8
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NA-02684-03 �
ReY.a�so REQUISITI4N FQR �
INNESOTA
� SURFACE WATER/HYDROGRAPHfC
Department of Natural Resources SER\/ICES
Division of ��`aters
ProjeCt Unnamed (White Lake) OHW survey - Lake No. 19-8W
.i
City �osemount County Dakota Req. No.
Sec. 16 Twp. 115N Rng. 19w Quad No. 517d
Inver Grove Hei h s
Statement of ProblemlSituation tProvide dexai�ed`►nformation)
Wetland ;19-8 (White Lake) is regulated under the Shoreland Zoni.ng
program. High water corr:plaints have been xeceived by the City
of Rosemount. Area Hydrologist has recently inspected. One house
has its wellhead nearly inundated with water. City is interested
in doing outlet work along Bzcardi Avenue on the east end of the
wetland. OHW needed to determine appr�priate outlet elevation
and building setbacks.
ServiCes RequeStQd (Attach mapas necessary) "
Ordinary high water (OHw) detezmination and curzent runout elevation
at northeast end of wetland under Eacardi Avenue_ Note: Bacardi
Avenue has been changed to Ba1d �Eagle Avenue effective May 11 , 1993 .
New stre�t signs may or may not be up.
Area Hydrologist avaiiable to assist.
Landowner(s): unknown
Permission obtained for access: ❑ Yes C� No ( apnroximately 7 - 10 homeowners )
Requested By � � Date Phone Na
Pat Lynch 5/i2/93 ?72-7910
��prov�d/by iRegionat or Unit Supervisor) Date
X�t-'��tt Llovd Knudson _ , , ,�� -
nNR MtTRO REGIGN 6 TEL �612-772-7977 Ju1 12 93 1? � 15 Na .02� P .02
. , •
,
The Q.H.W, level is ba�ed on the avcrage reduced cicvation of the 24 best trees of the 20 vyhich
were documented (oak, e}m, cottonwood and ash). Vde also recorded a washlineltoe in the lakc at
966.8. A semi-distisict stainline on an ash tree was recorded at 968.4, but it was not visible dn
numerous other smaii trees in water at this timc. Sornc saplin�cottonwood and willows were
reeorded in 1.8' of water indicatin�a lower stage of water levels.
White Lake is presently separated into three portions (atI of wlu,ch are at the same level� by 126th
Street which runs E-W and Bacardi Avenue which runs N-S. The connectutg culvert through
126th Street is a 24" C.M.P. and the connecting elevation is 963.54{at the end of the south
apron). 2he connecEing culvert through$acardi Avenuc is a 30" C.M.p, lac.ated ZgS�north af
12th Strcet and the conneeting elevation is 964.03 (at the enti of the east apron}.
.
�ollowing a.rc the pettinent elevatians wc found at the outlet:
Water levcl, White Lake 967.36 - •
, 0-t-00 Centerline at bcginning of ditch 966.4
0+45 Centerline of ditch 966.7
Q+-66 Centerline of diteh at sand buildup (present runout} 966.9
0+�] Upstream flowl'ute of driveway cutvert (18° C.M.P.) 966.8
�Ieadwater at driveway 967.11
0+82 CenterIine of driveway 969.4
0+92 North invert o£culvert 9Gb.47
Tailwater at driveway 967.I 1
(noticeable flaw through culvert)
1+17 ��nterline of ditch 9b6.G
1+67 Centerline of ditch g�� �
2+17 Centerline of ditch 966.1
• Water level at same locatian g�6.$2
3+�7 Centerlineofditch g�� 2
�+�2 Genterline of ditch at bend to NE 964.5
Water Ievel at same location 966.22
� Past-It'M brand fax iransmittal memo 767�f r oi Pae.. ►
To . FronS
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Fax if �d� Fax�`
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PHONE (6t2)423-4411 2875•145th Street West.Rosamount.Minnesou µqYpq
FAX{612)423-5203 Maitiny Addross: � Etlwsrd 8.MeMsnomy
P.O.Boz 510,Rossmouni,Mirnesota 5506&0510 CWNCQ.MEMBERS
. S1ui►rKiassrn
� Jamas(R�Suats
May 11, 19 9 3 �+�,ry w;►�
oenn�:w�ppem,y+n
AOMINISTF1hTOR
Stephan Jiik
Mr. Pat Lynch, Regional Hydrologist .
DNR Division of Waters �
1200 Wamer Road
St. Paul, MN 55106
Rs: Water Evaluation
GNR Pond No. 19-8P
White Lake �
Dear Mr. Lynch:
7hank you for meeting with Rich Lonnquist and myself on Friday, May 7, 1993, and
investigating the water level in White Lake.
The City respectfully requests that the Department of Natural Resources perform a
survey and establish the ordinary high water elevation for this (ake. As we have
discussed, we have had nurnerous problems with residents in the area and prior to the
City taking any actian the ordinary high water level should be established.
Thank you for your cooperation on these matters. Please call me at 322-2025 iz you
have any questions.
Sincerely,
�� � :
I 1.�2��r.,����-��-.-_.--_
Bud Osmundson, P.E. �
Gity EngineerlAssistant Pubiic Works Director
cc: Stsve Jilk, City Administrator
Ron Wasmund, Public Works Director
Dan Lockler, 2187 128th Street West
Rich Lonnquist, Engineering Technician
Mike Widstrom, Pubtic Works Supervisor
S' .1 • , � . (� 1/, nG ,►
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♦
STATE OF
h t� U�](�J� �O`�La
D� PARTMENT OF NATURAL RESUl1RCE5�
PHONEN�i96-7523 METRO REGION DIVISION OF WATERS
1200 WARNER ROAD, ST. PAUL, MN S 5106 FI�E NO.
December 16, 1988 �
Mr. Dan Lockler
2157 128th St. k'.
Rosemount, MN 5�068
R.E: WHITE LAI:E, 19-8P . -
Dear Mr. Lockler: -
This letter will summarize my observations of your filZing
2c�ivi:.ies as noted on December 14, 1988. You have increased the
s�.de 5ard zrea (west of house) by the placement of fill and riprap.
That activity was pretty mucli in accordance with my July 22, 1986
letter, althaugh the encroachment c�as slightly . in excess of the
20-feet indicated in the letter.
?iore importantly, there has oeen fill placed waterward of the eage
oz the lake in the rear yard (north of house) . G3early, this is not
something discussed or agreed to in 1°86. Thpre is a very abrupt
edge zt �he I�E corner wnere the fill extends in�o tne lzkebe�.
There=ore, I nust reauest tnat you renave this �ill �ro� along the .
nortn side. i iadic��ed tne area on a s�:e4ch le�t with Tfrs.
Lockler. Tnere n�y need. to �e zs 7SiLCIl 25 I�-=eet of iill re�oved,
in order to vrovide lor a cantinuous ec�ge Zlong the shoreline o� the
lake, in zdditioa, the material you remove should be takea� :
somewhere of=-site, zs there is no room on the siue yard to continue
�illing ou�kard; you're aZready �� the edge of the 12ke. I don't
have a concern �.*itn tne placenent of this naterial on top o� the
previously pl2ced =i3.1, however, Z caution you to stay o�.•ay from
5*our we12 aad/or septa.c systen. In fact, the plzcement of �ill
nas already; covered your well head, wnicn is in �iolation ol the
well code.
A contact person =ro� tne County Iie�lth Department was iden�iZ�ed
ior your wife ov City Inspector Ron S+asmund. I� you have .any
questions regarding tnis matter, please call me. I understand that
you nay wisn to wait until next spring to begin this work, however,
I`d agprecia�e i� if you would finish by 3uly 1, 1°89. Pleasa let
me know if this is aceaptable.
Sincere'!S*, •
� � . �� �� '
�� �Q � ��
2�.ike k,uelie�
Area Aydrologist .
cc: Ron t�'as�und, Gi�y of Rosem�+unt
t,�hite Lake (15-$) =i3.e
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. , . , . .... . . . . . . . .. � . . � - ..� � • . _ - � .
612/29b-7523 1200 Warner Rd., St. Paul, Z�I. 55106
� July 22, 1�86
Hr. Dan Lockler
� 2187 - 128th Straet West -
P.osemount, Ziinnesotu 550b8 . - �
P�E: 19-8P - W�IITE L,AF:£ • ..
Dear �`�r. Lockler:
Since our meeting of June 24, i9S6, I have h�d discussians k�ith City
_ - staff regarding the water lecel situatio^. on F!'s�ite Lake� t"I9-8. Zn � .
. . order to avoid any iuture ai.sunderst�.ndings about the nature of your •
fill�ng� activities, ue decided to �.-rite you this letter for the ' ' �
record, . � • � . �
. Our meeting revealed that the level of k'hite Lake is suffieiently high
' : so that we Were u�able to dete�mine the outlet ele�;atioa at Bacardi .
Avenue. However, it is reasonable to assus►e the level is at least tc:o . .
to three fee� higher than the outlet. In addition, you nzve ,proposed � � , �
�iCC�Z� ,r.'i.11 uwLZ�iGiS 2i. LSIc' j�QG Oi' YC'1� t2GL'S:�c tG ;in�Z 8 ✓SL� ��2c.
'i'he fill �;ilZ encroaca iato t�e ��ters of �;nite La�e for a distance oz
ap�rosi�a:.ely 20 ieet to a depth of-�tc:o feet a� �ost.
IZozmzlly, your proposed filling would require � Dh'?Z pera�it. Hocaever, �
because � the . level of the lake is above the ordinary hi�h water, .
technicaliy your fill isn't in the lake. Therefore, no:Di�iR perrsit is
required, although adequate exosio� controls �ust be n.�incained during � . • .
the actual placement of fill. I had earlier sent you some n2terials • �
on :.he installa;.ion of a silt fe�ce.
If you have any questions please feel free_to c2ll me. �
� S�zcerely, _ . _
. - • � .. .' . _ . . ' . . ' ,, .:
�� • . . . ..
. . � . . . _ . .
� N�ike Mueller . .. . . : • • • . .
Area Hpdrologist `
� METRO REGIOh' DIVISION OF `Tw'ATERS �
cc: Ron t,'asrnund, Building I�spector - City caf Bosenount
/lkr •
. MM.21 : �
S7ATE OF
U V U V�J�`-�J�G=,�
DEPARTMENT OF N`ATURAL RESOURCE�S
PHONENO. 612/2�6-7523 1200 Warner Rd. , St. Paul, MN. 55106 Fit,ENo.
August 13, 1986
Mr. Richard Erdrich
21420 Bacardi .
Rosemount, Minnesota 55068 '
RE: LONG LAKE (a.k.a. WHITE LAR.E) �19-8
Dear Mr. Erdrich:
I have exs.mined our maps znd photos of the Long Lake area and believe
that it has most likely been traditionally a "laadlocked" basin. As
is true with all landlocked areas, if the water got high enough, it
would eventually flow out. However, according to the revised 19bb
topographic map, the water would have surpassed the 97O contour before
outletting to the Northeast. In addition, it appears the lake
periodically receives water from a small isolated wetland to the
northwest.
While we may never know where the lake outletted historicallv, we da
know that the current outlet is alongside the road ditch by Bacardi,
' You have indicated a need to roti�e outflaw through your property and
under a neighborts driveway. As long as the outflow is continued,
there appears to be a stabi.lity to the situation. The Department
would be quite concernad in the event that the outflow is obstructed,
as this would affect the lake's sur�ace elevation.
I appreciated the opportunity to discuss this k�ith you on July 30th.
The work you proposed in routing the lake's outflow should not affect
lske levels, the�efoYe the nep2rtment will not reauire a permit for
your work.
Please feel free to call me if you have any questions.
Sincerely,
� '
1����,�� i�� ��'.' ;
�
Mike Mueller
Area Hydrologist "
Metro Region Division of Waters
enclosures
cc: Don Brown, Rosemount
Lake file 19-8
MM31
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� • ROSEMOUKT CITY PROCEEDIMGS �`c.��
� � . . RE6ULAR t�ETING
. . S�P'f'EMSER I7, 1984
Mayor Knutson� advised the Council that he is in receipt of a letter
from Qrrin Thompson Homes updat�ng him on the �rogress being made in
correcting the site problems created in the aborted attempt to develope
their �roperty at this time. He noted that he has scheduled a meeting
with the neighbors of this development to u�date tfiem See Glerk's Fiie
1984-21.
Steve Campbell presented dravrings indicating his �roposed corrections
to the storm water problems .at 147th St. and Chippendale in the Broback
' 1Qth Addition. In discussion with �the Council and the affected
property orrner it was determined that the first correction to �e
attempted would be a dry well strategicaily placed to accept some of
this run off and reshaping of the ditch to direct v�ater to an area to
e develaped to fiold some of this water in an attempt to keep the w ater
evel below a ]evel that �hreatens th2 home on this lot,
#40TIOK by Knutson to authorize the Engineer and Don 8rown ta proceed
with clearirg a channel and installation of a dry well as discussed with
regard to storm water on -Lot 7, �Block 3, Broback 1Qth Addition. �Second
by Wi 1]ard. Ayes: �!i l i ard, Walsh, Stauffer, �Cnutson, Tu�ker. Nays:
Steve Campbell presented drawings and informat�on on his proposal to
correct the storm water problems on Bacardi Avenue north of 130th
Street. Discussion followed with the Cauncil and affected property
\ owners in the area. The estimate p:-=:_�-;tied for the proposed
� corrections was $20,000.00. �No im mediate Council action could be taken
due fundirg consideration. Immediate action to be taicen will be
provided by property owners who will attemat t� provide added s*orage
space for water_ and some run off areas. This wi11 be StUa;�� furtr�er�
after the property owners fiave made their tarrections and report hack
to the Council at the second Regular Cauncil fiieeting in October.
Fire Chief Gist presented a request to proceed with specification
preparation for the Fire Department Pumper that is in the 1986 Ca ital
Im rovement Pr �
A
P ogram budget. See Clerk s File 1984-21.
�SOTIQN by Knutson to authorize the Fire Department Committee to proceed
with preparation of specifications for the Fire Derartment Purrper as
requested. Second by Tucker. Ay�s: Walsh, Stauffer, Knutson, Tucker,
Wi 71 ard. �1ays: 0.
Don Brown presented a draft Resolution outlining proposed stop sign
7ocations in newly developed areas. Council proposed an additional
. � sign at the McDonalds/Pizza Hut private entry as it approaches Canada
Ave.
�tOTIQH by Stauffer ta adopt Reso7ution Z984-37 A RESOLUTION CAUSIKG �
PlACEKEKT 0� '[RAFFIC COKTROL SIGNS AT CERTkIH LOCATIOKS KITNIFi THE CFTY
OF RQSEMOUMT. Second by Walsh. Ayes: Stauffer, Knutson, Tucker,
l�illard, Walsh. Nays: 0. - �
Don Bror,�n requested the Council approve a "traffie study for the 145th
Street, Chippendale and Chiii Avenue intersection. tie nated that his
� request is more specifically a re uest to use the Traf '
4 f�c Eng�neer �n
reviewing the cross �waik marker locations and traffit flow stripping
configuration. See Glerk's File 1984-2L
� itOSE�10(1KT CI7Y PROCEEDINGS
RE6ULAR MEETING
SEPI�?dBER 4, 1984
The agenda was amended to include: Item 3b, Introduction af the
Rosemount Area Chamber of Commerce Executive Director: Item 5g, was
deleted: Item 5h, Postal Gurbside Delivery Service Discussion: Item
6f, Temporary Maintenance Position: Item 6g, South Rose Park Replat
Simple Lot Division.
MOTIOH by ►dalsh to approve the Consent Calendar as corrected. Second
by Stauffer. Ayes: 1�'alsh, Stauffer, Knutson,Tucker, Willard. Nays:
0. See Clerk's Fi le 1984-20.
Steve Campbell, City Engineer presented bid information on the Schwari
Park Trail indicating that only one bid was received. The bidder on
this project has been a contractor on other SEH projects and the
: Engineer recommends that the bid be awarded to. the single bidder noting
that it is a good bid as indicated by its being considerably lower that
the estimates.
M OTION by Knutson to accept and award the Schwarz Park Trai1
Improvement bid to Barber Construction Company of Hapk�ns in the amount
of $29,079.20. Second by Willard. Ayes: Stauffer, Knutson, Tucker,
k'iliard, 4�'alsh. Nays: 0. See Clerk's File 1984-20.
�.,._ .d.:,,..,..�..g...z...�r..,.....r._._._
Discussion was held on the Bacardi�Avenue�=�drainage �problem:' The City
Engineer reviewed that area topo maps with the Cauncil indi�ating how
.he would propose to correct the problem that exists in the area. Mr.
: Erdrich; Mr:• Marotzke and Mr. Manseau were in atte�dance to discuss
this mutual�problem with the Council.
Discussion of this item was interrupted at -8:0� p.m., to allow the
Council to conduct a public hearing scheduled far this time.
. Mayor Knutson opened the public hearing on the proposed vacation of
easements along the com mon lot line between Lots 1 & 2, Block 1,
Sroback 2nd Add i ti on.
The Clerk had in his presence the A€fidavit of Published Notice and the
Affidavit of Mailed Hearing Notice. See Clerk's Fi-le 1984-20.
Mayor Knutson ezplained the purpose of this public hearing is to
consider vacation of easements that were recorded as part of a plat and
have since had garages constructed on portions of the easements.
The Clerk explained that these easements have been review�ed and
inspected by City Staff who are recom mending that the entire easement
be vacated as no future need for these easements can be justified at
this time.
Mr. Harry Jacksan informed the Council that he rras owner of one of the
lots affected and he would concur with Staff recommendatian that these
easements wi11 never by required.
\ The Clerk further explained that during Staff review it was revealed
� that some years back eff orts were expended to vacate several easements
�in the 8roback Additions but had not been tompleted. Time permitting
Staff could resume this research and complete the vacation of all the
� � . � ��T1!'1DrAC�?r�r o?fOT.bn}� in ��+.�+ �.^�? � . . .
' RQSEMOUHT CITY PROCEEDINGS
REGU:LAR FtEETING
SEPTEMBER 4, 1984
Members of the Council indicated that they `had reviewed the easements
in question and wouTd agree that complete vacation would be in order.
I There were no others in attendance wishing to comment on this issue.
MOTIQt{ by Wal sh to c 1 ose the pub1 i c hear i ng. Second by Tucker. Ayes: .
5• Nays: 0.
hOTIOR by Tucker to adopt Resolution 1g84-34 A RESOLUTIOM CAUSING
FASEKEHT YACATIOFl. Second by Stauffer. Ayes: Knutson, Tucker,
�r.., 4�i llard, , k'alsh, Stauffer. N;ys: 0.
.�,,,.r..,.�.�.:...r...�.,�...
Discussion was resumed on the -Bacardi.�AVe'�stor.m_wate�r b em`s `�.�
.;, :
. �,
Steve Campbell, City Engineer, informed the Council that an extensive
survey of the area will be required to determine the best method of
correcting the problems in the area.
Area residents questioned whether this problem could be compounded in
the nEar future should the City Council approve the proposed plat to be
known as white Lake Acres as that area contributes to the problem being
discussed.
MOTION by Knutson<-to- authoriie-the Gjty°E.ng�neer�to: pe,r#orm .the:
necessary�"survey�of ,the_Bacardi:�Ave:xarea;to�proy�yde_�cost�estim'ates��and�
plans�rLfar'�the correction of the ponding prablems. � �Second �by'$ta`uffer:
Ayes. �-.:Tucker,- �illard; Walsh,� Stauffer, Knutson. �-hays: 0. � =- - � � �
Discussion was held reg�rding the status of the On-Sale Liquor
establishment. Frank Goggin presented information� an insurance for the
establishment. It was questioned as to why the insurance providers
have not offerred more concrete quotes on the covera9e as requested.
It was explained that they do not wish to go through the work of
preparing a formal quote until such time as the City Council indicates
their desire to reopen the On-Sale.
Discussion was held on the possibility of a closed session to allow
m eaningful discussion of 'this issue with the insurance agent and Staff.
MOTIOH by Knutson to set an Executive Session of the City Council at
7:00 p.m., Tuesday, September 18, 1984 for the. purpose of discussing
the insurance problems at the Liquor Store. Second by Stauffer. Ayes:
Nillard, Walsh, Stauffer, Knutson, Tucker. Nays: 0. '
Dean Johnson advised the Council that the Netropolitan Council
estimates of population for the City of Rosemount have been amended. to
reflect what the City has deemed correct population estimates for 1984.
Dave Bechtold, Park & Rec Director presented pencil quotes for the
laying of the blacktop on the Chippendale Trail Project. He presented
four pencil quotes ranging from a low of $3,406.00 to a high of
57,530.00, recommending award to the iower bidder. See Clerk's File
1984-20.
;
M OTIQ!! by Stauffer to accept the quotes and award the Chippendale Trail
6lacktop Project to the 1�w b;+��o�- i �, �, �� .,�� ,_ �.,_ _.._ _� : _ _ .. :
,
. ROSE��10Uh(T CITY PROCEEDIM6S
� RE6ULAtt KEETIN6
AtJ6�UST 21, 2984
Mr. Nervig spokesperson for U.S. Nomes, explained a clean-up plan which
wi ] 1 be done im mediately f or the NighPointe Addition, where earth
moving has been done. BasicaTly, but not entirely, this clean up wi11
\ cover that area north of the Connemara Trail praposed street, and will
involve grading, iaying of straw, grass seed, filling af the pond
behind the Flikeids property & grading and building of a biem to
present further run aff or erosion onto adjacent properties.
MOTIOK by Knutson that at this time the Councfil has agreed ta the
clean-up as outlined by the U.S. Homes, namely, Jime Nervig and that
they will procee� expeditious to carry it out, with the understanding
that this is not to be considered the solution to�the problem that we
have discussed with residents of LeForet tonight, and tfiat those
problems will hopefully be discussed further and resolved to some kind
of mutual satisf action. Second by Stauff er. Ayes: 7ucker, Willard,
lsh; Stauffer, Knutson. Nays: 0. See Clerk's File 1984-18.
Dave Bechtold presented informatian on the requested purchases for the
park maintenance of a fork lift an�d trimmer. .
M OTIOH by Willard to authorize the Park & Recreation birector to
purchase a f ork lift for the Ford Tractor Loader at a cost of S 595.00.
and also a trimmer fbr � 368.00 to replace the used one presently in
bad candition. Second by Waish. Ayes: Willard, Walsh, Stauffer,
Knutson, Tucker. Nays: 0.
Dick Erdrich, Dan Lockier & Eart Narotzke, residents on Bacardi Avenve
• were present requesting the Counril to correct- the _ surface water
problem affecting their properties. -
FtOTION by Knutson ta author�ze the Engineer to investigate the surface ',,
water problem on 8acardi Avenue and report back to the Council with his
recommendations. Second by Stauffer. Ayes. 1�'alsh, Stauffer, Knutson,
Tucker, Willard. Nays: 0.
Gene Stiles, resident of 147th Street & Chippendale was present to
request Council to assist in correcting surface water problem on his
lot.
M OTI{�N by Knutson to authorize the Engineer to check the surface water
problem on 147th & Chippendale and come back to the Council with his
recom mendations. Second by 4falsh, Ayes: Stauff er, Knutson, Tucker,
Willard, Walsh. Nays: 0.
The Fire Department request for louver drapes far the �ire Ftall windows
was returned for further information & additional quotes for the entire
. Fire Nall as needed.
Mayor Knutson reported on a meeting with Liz Fedourik, Cierk Darling
and himself on locations of a possible future County Library in the
Rosemount/Apple Valley area. The County proposes in the iong range
planning to construct a 20,000 sq. ft buildina on a 5 acre plat
somewhere in this area. '
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MEMO
TO: Mayor McMenomy
Councii Members: Klassen
Staats
Wilicox .
_ Wippermann
FROM_ Ron Wasmund Director of Public Works . - _ .
DATE: Ju(y 16, 1993
SUBJ: Dan Lockler tetter
i have reviewed the file for documentation regarding grading permits issued to Mr.
Lockier for filling in around his yard and into White Lake. I have attached this
documentation for your review. Contrary to what Mr. Lockler may feel regarding his
treatment or lack thereof, i think that the attached material demonstrates that a fair
amount of hand hoiding and conferencing has taken piace over 'the years that Mr.
Lockler has been aitering his shore front and lawn.
Bud Osmundson has also provided you a memo regarding the more recent
discussions that have taken place. In that memo he aiso provided you the orciinary
higt�-uvater levei as estabiished by the DNR. —
This a natura! water body that has no outiet, nor does it have any storm water piped
to it. The drainage that is contributed to White Lake is influenced only by the
deveiopment of houses such as Mr. Locklers, which have been built around it. With
the help of the DNR, which controls this water as a protected water body, we are
looking at possible ways to control the level ofi this lake.
We have reviewed the drainage pattern through the Erdrich property and found no
obstru�tions. In fact, there is reason to believe that this is not the way White Lake
�ver maintained a constant level. The culvert under Bacardi has been cleaned by us,
and the culvert under Erdrich's driveway has been cleaned by us. The only way to
get rnore water to flow through them is to adjust their elevation. Since this is a DNR
controlled water, we have no jurisdiction to adjust the elevation without their input.
We have sought this solution by having the DNR establish the Qrdinary High Water
Level.
It is aur position that the unusuafly heavy rains are contributing to the.problems that
Mr. Lockler is experiencing. We have not ignored his requests for action at any time.
Though the answers we've provided to date are not what he wanted to hear, I think
that Mr. Lackler is very much responsible for his storm water fee.
. . i
�� .-_� . . . . � . . . i .
s .,�.., �� ���� �UILd1NG PERMIT . .
ry N° 1 38 City of Rosemoun�t ' ..
� .
.._-- -
' Rosemount, Minnesofia,- -��N� � 197� �
. �
Permit is ronted to_ ��� ��G�C L ec.� ' �
, ,
to ild o i Yt(� J�.J ! �/7 7`;. lter �
� t.2 �'d 1lC�y � . �ion . '
. ,
at: --� -- /2� � _sT— � �s
upon she property described as Lot � ��--•
�..-- / ' I
Block � � .�� O,� � •
Addition
Work to be do�e in confo with the Ordinonces and City Chorter of the City of Rosemount ond the Laws -
of the$tote of Minnesoto pertoining the�eto. � '
F�S Po�d��_S'o 3 �S,"o o � •
�
Surcharge$ �v , 0� � •.
. . � �V1lWK�IM�I[CTp4� � � � .
..�� �. . .�.�.��..�� . ��� '"�. .��.'� .� . ��r'�� �"��'�'���' '�"���... �. . ..�»��.�. r��� . .
. In addition size of original strueture
. Number of stories j (With - Withou+ Basment)
- � � � I
Occupancy Classification �-
' Type of Construction: �p p�
- (fr , masonry steel, etc.)
Ezterior surface �..(,G.�. •�f'
(Siding, bri�k, sheet metal, E�,c.
Type of roof _ ��-C.-T Tp�e material � ,Q--L�_
. Estimated cost of pro j ect -- �..�j, �f'�-7)
Off-Street Par�.ng wi3.1 be furnished for a11 occupants of the build'�? covered
.by ttiis application. -
------ --- ----.-. . . . .__ _.� . ..___ .—..------ ---- --- ----• --.__..._. ..._._ . ..._. . .... ---�_ . :. ._._.__.
In eonsideration for the permit issued on approval of thia application,
(I or�)
�ereby agree that the work to be perfor�ed ahall be in aceordance with the above
statements and as required by law. Construction � l be starte wi�;hin 9p days
from date of this pezmi.t. The work shzll be sub`e t to �.nsp � the Bui1cl- �
ing In.Sl�eetor. � . (
. Date � f}-rlJ, �j � _ � Signed
'� Prope er - Contractor
Permit No.
Fee _��C�,SC� 3�j�',QQ ' _
- � �lan Check Fee
Surchar8e !�.�p •
Tota1 J�� . Zj`� �
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. i40f�MAIN STREET P.t�. BOX'M:,. _ , . ROSEMOUNT,MINMESOTA 5.�068 , , _ . . • :
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�
rr'"AP �' �LICATION F0R BUILDING PERM�IT .
CITY OF ROSFr'IOUNT, I+'�IESOTA �
BUILDING INSPECTOR .
City of Rosemount, Minnesota . ... ..---�._ ._....__ _......._ .. .
, the undersigned hereby make appZication to erect, move, slter
(I �r We) ,
or repair struc�ure (s) on Lots � , Block No. � addition '
Street address � -- 2 %` ��-7ri The Structure is' •
to be used as a � -
__ • ___
(Res. , Office, Stare, Waxehouse, ete. •
P�INEt�T.� IN��UF�iATION :
Work to be perfozsned: �fJ V,. d A �� � .
� (Erection, alteration, moving, repairing, etc.
W� / •
Size of structure or ad 'tion: CS�' -0 � �
In addition size of original. structure
Number of stories ' � (With - Without ga��ent) ,
_ �. - � - !
Qccup2ncy Classification
Type of Construction: �.,cJ b O� •
(fr , masonry ateel, etc.)
� Exterior surface �t.L.. '��
(Sidi.ng, brick, aheet metal, Etc.
Type of roof _ ��j-�C-f� T'y�e material � �Q-'�T_ �
Estim.ated cost of prn3ect ��:.(�, (�"�--z�
T-
Off-Street Par�ng will be fl�rnished for all occupants of the bui.ldi.ng eovered
:by this �applicatian.
V� Zn considexta.tion �or the permit issued on approval of this application, �
(I or�z)
�iereby agree th,at the work to be perfor.ned sha11 be i.n accardance wi.th the above
statements and as requi.red by law. Construction be� starte wi#,hin 90 days -
from date of this pezmit. The work sha11 be sub s t to insp � the Build- �
ing Ir,�pector. � �.
Ddte �1 �fV,� f Signed ,,�. '
Pezmit No. Prope er - Contractor
Fee �90,5� 3 (',60
• Plan Cheek Fee
Surchar8� ��.c`�b � '
Tota1 _ ��6 . b`2�
Minutes of Planning Commission , �
Tdeetin� - Janua r�� 27, 1977
t
•�
� Pursuant to due call and notice thereo£, a Public Hearing of the Rosemount
City Plannin� Commission requested by Daniel J. Lockler was called to.
order at 7:�5 Pv1. Hearing was for the purpose of�;requesting a variance .
for on-site seotic systerr. and drain£ieYd, on less. than requirec� 2-1/2 acres. ..
After hearing his request and there being no �further discussion, Chairman
Corrigan deelared khe hearing closed. . -
Chairman Don Corrigan then called the regular meeting of the Rosemount
Planning Ca�::^ission to order at 8:00 PM. Members .present were Mrs: : .
- Alice Anderso.^.. \tzssrs: C.� Cunningham, _R. Bazton, D.� Corrigan •-and_. . �
C. 1'ovak, a: •.. r_l as -Planner John Sanger. '-° . . .. .
Motio:� by Bzrtoa second by Novak �ta approve�-tlze :minutes of the last .regular
meeeino on Deczmber 16, I976 as corrected. Chairman �Corrigan rioted;that
Mr. Ozment ma�e -a motion regarding approval of Rosemount Do�ge site �lan .
as presenteri and requested that his name be shown as having mad� the ' _
znotion in the minutes. Ayes 4 Nays 0. Motion carried.
Plznning Comrnission unaninnously agreed to add to the aoenda under New _
Business, the rr� tter of interior construction at Broc�way Glass Co. znd
a reauest by �David ��Tachter �or hearing to locate a mobile home in tlie
� City of Rosemount. � ,
Comrnission then discussed with Ivir. �Vachter, his request for a hearing
and he was informed that a rnobile home cannot be located on the farm of
Donald Z'�'achter, David Wachter withdrew his request for hearing.
Building Inspector has reported that' a sign has been erected by Saint Paui •
Ammania Product�, Inc. and the sign=is approximately 12°fo over th� size ' '
permitted. � :. .. � �
MOT.ION by Barton to set a variance hearina for February 2�,. .1977. at
7:�5 PM� to hear� the request for variance for size••�f sibn located 'at S�. ';;�.
paul Arnmonia Products, Ir.c, Second by.�Vo�ak._ �-Ayes 4 Nays 0. hlotion
c4r�ied. . . � � � �
Commission discussed with Bart Dunn and Del.Schwanz a plat as presented . '
� for Rosemount Hills First Additiori'.- ` . - •
MC7TION by Barton to set a variance hearing on Fe bruaiy 24, ..197;7, �at. .
7:40 PM, to request a�-variance for cul-de-sac lenath for the pXop.ased,.... ;: : .
P,osemount Hill.s First Addition. Second by Cunzingham.• Ayes 4 Nays �0 . .
�� Motion �arried. " .
�
Commission discussed the variance hearing heid earlier at the. request- pf•
Daniel Lockler. Planner John Sanoer said� h� had researched .the prQp�rty
abstracts as oresented bv M=. Lockler and had determir_ed that the total.
. �
. .
Minutes of Planning Commissian
Meeting - Janua ry 27, 1977
�) Page Two
MOTION by Cunningham to approve the request of Brockway Glass Co.
for building permit for internal building revisions, and reconzmend •
' same be issued. Plans shall be turned over to the b�nlding inspector
for follow-up, noting that at l.east one sest room did not have the
required stall for handieapped individuals. Inspector to be made aware
of this fact. Second by Novak, Ayes 4 Nays 0. Motion carried.
MOTION by �or�_L- to table the variance request of Rossmount Dodge for
. sign permit ur.t:l t:ze Febrnary 24th meeting in order to further review
the �atter. �e�a�a by Barton.� Ayes 4 Navs 0. Motion carried.
MOTIO� by Barton to approve 'the December invoice of Brauer and
Associates zs presented. Second by Anderson. Ayes 4 i�'ays 0. Motion
carrierl.
There being no further business to come before this Commission at this
time znd upon �40TI0� by Navak second by Barton, it was unanimousJ:y
agreec� to adjourn this meeting.
.�
.
Respectfully submitted
Margaret Alsip
Recording Secretary
1
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\✓•i� 0 ' ' ST. E
OSC'YI2OL(YL� , • . . . � SSOEE
-•• 3-d41:
; � , �7
i Zq(�
June 6, 1986 ;
� —�
Dan Lockl er � ,�.-- •
2187 128th Street West I ` - � (�;��'�°
Rosemount, MN 55�68 �ro+�-'
. �
Dear Mr. Lockler: I �,��
;
This letter is to inform you that the City of Rosemount wil7 �not� �
issue a permit or alTow any fi11 to be placed in your yard until
such time as .the Department of Natural Resources (DNR) has been
contacted and had opportunity to stake the ordinary high water
level mark along White Lake. The DNR wi11 stake the ordinary
high water level , establishing tfie limits of the fill that you
can place on your property adjacent to this registered water
body, They will provide this service at no cost ta you.
After this water 1eve1 has been identified by the DNR and you
have submitted a general plan to the City of Rosemount Building
Department, a permit will then be issued and you may proceed with
the fill .
Any and all fill activity which has taken place up to this point
must cease and no further filling be done until such time as the
• permit is-issued. Furthermore, all junk and -debris that has been
• placed along the water line on the south property line must be �
removed back to the point that was identified to you during our
meeting on June 5, 1986, between yourself, Barb McCarthy and I.
A11 debris must be removed by no later than 4:00 p.m. , t�onday,
June 9, 1986.
If you will contact me at �23-4411, between the hours of 7:30 a.m.
and 4:00 p.m. , I will provide you with the names and telephone
numbers of contact people_ at the Department of Natural Resources,
. for your convenience; .
Thank you for your cooperation in this matter.
Sincerely,
Ron Wasmund .
Building Official �
RW:dq
.
4 . . .
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BEACH � : o:..Q �
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S.AI�ID ��.: �. �a�
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BLAN�.ETS - �
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PERMIT REQUIREMENTS .
and CONSTRUCTICJN GUIDELIN�ES
Under Minnesota Statutes, Chapter ]O5, public waters are any A Depariment oi Natural Resources permit is not required it e.
�waters ot the state which serve one or more materisl beneficiat beach sand blanket is instailed within all of the restrictions listsd
public purposes including navigation, recreatlon, fuh and wildiife ..: below: �
habitat, nutrient and sediment entrapment, water supply, ground . ' . ' •.
water recharge, ffoodwater retention, and sc+entific and natural � 1• The blanket shail consist of oniy elean, inorganic sand
� areas.� . � _ . -� _ and/or gravel tree ot poilutants and nutrients. ,
•'= ' � ' � • 2, The bianket shaU not exceed the foliowing dirnensions:'
Any project constructed below the ordinary high water mark �� ' a. No more than SO teei along the shore. -
• (OHW)which atters the course,current, or cross-section oi pubfic ' b. No more than 10 feet waterward ot the �HW.
waters is subject to the reg�latory jurisdiction of the Department of c. tJo more than b inches thick.
Naturai Aesources. For ►akes, the OHW is the highest elevation 3. The site shail noi be a posted fish spawning area.
which the lake h2s mainiained to leave evidence upon the '
landscape.For watercourses,the OHW is the elevation of the top of 'This is equivalent to 9.3 cubic yards or approximately 1 truck
the bank of tt�e channel. For reservoirs and 8owages,the OHW is 1oaC (tandem dump truck� of sand and/or graveL
the oper2ting elevation of the normal summer poof.
A permit is not required irom the Department o( Natural �1 the proposed sand blanket cannot meet al{ot the precediny
Resources tor a beach sand blanket irtstalfed within the folbwing ' �estrictions,a petmit from the Department oP Natural Resources is
restrictions.Local units ot govemment and other agencies may still required.Contact the appropriate regionat oRice or the Division ot
require a permit tor this projecL Your{ocal watershed district and Waters in Sl Paul for the rtecessary application forms. All beach
county zonin otficials r sand blankets shall be fnstalled according to the tallowing
9 equire 7 days notice prior to the installation 9uidelines.
of the beach. The U.S. Army Corps of Engineers has regulatory
authoriry over the placement of any till into public waters including �
wetlands.The Corps should be contacted to determine If a permit is �
required from that agency. BEFORE INITIATING ANY PROJECT,
contact your Local Conservation Otticer or the Regiortal Hydrologist
(see map}. - - -
, , .r�t�}���
. • ' " �.��..,
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, :;;::��,:. ,,.;,;,Y: � ,.. .. . FIGUREI ,[Not toScate) - . . . .
, ���.
. . � ��ONW�(Ordinary High Water Mark)
State Jurisdiction e:icnds Walerward ol OHW �
Range of Water LevN Fiuctuation
� _—_---_—__Yaries—from Lak=to lake�
Ordinary High Watrr Level
Recotd High �
. Water levN ' � � � Average Waier levei
:�:r�:.._ ' . �--"�
: Cattail.Buirush.5e�dges.� � j�Record Low
and other Aqwtic Yegeut on /W��er Lerei
. • � , ' � .
����"��'�"1��01�� • Fsheries office to determine it the proposed location is a posted •
��+�The rt�artan'owner should first consider tf a beach sand bianket fish spawning area.'fhe sartd blanket shait nof be located where it
.-..;..p ..:
,ls needed..Perhaps the removal�ot vegetation and debris wovid � �"��d d�OY significant fish or wildiite habftat,wild rice,and other.
_ �provide'an ade uate beach, ii the ezistin shoreline does not � permitted tor the�pu� `'�'� �
q 9 protected v etation.Sand blankets are�ot
=provide art adequate.beach,a beach sand bianket may be insta►fed Pose ot controlling aquatic vegetation or tor shoreline protectlon ';,� ^
if.an�attempt to Jnsffiil a`•.beach�sand bianket is, unsuccessful since there are much beiter methods and alternatives;avaitabie -'Y�:- �" •'
:because ot•unstable`ls�te.conditio�s,_the.project,shouid be aban- . ._COnditions ai some sites are obviously not suited fa a�beach`sand: '�"`�-�,=
� U 1�J�anQ�:would'�be�fu3i(e�and�-"blanket (steep:sbpes_6 oc more tncties'of�'muck�TR�;� o'w�n"`"
p -Y".ti .F.--,. . .�..,.. f..:�.-.-�.a----�-.:s-�..�.•"ra.�� . 8„�.
mptec�r rY�� '�A"r'�c�����c:. �water,:spnrigs;,and/or•substanttal wave•actlon. Ides! a ood
� �� +i.x-'�`.Ri-^`•� `��-"r r'� _ .. ." . 'n: -" ' •�. :.+..:.r.-�n r:��..s.• ?t'`
' r.__.�besch site shoif{d have a gerttfe sto with minimal wave�icri� and� �'
:'tiT�C�.:.;.;,a�.fTJf[ �.icN •�nT:Y W!})�.
� "a ��0. . ; , „��„ _�lo�stec!i�.�sre�a��e�e o�eacheshavebeen s,uccesst� ..1�R- `• .
� { "� ���1��btankets shaJi,not be instalfed iv'��e�t�h.e�•sl�o�e-'�. ,•'s
� -. {�.'r...,� _ :.r �X �-..,�'=+r ' !
parlan owner needs and'desiies a beach ssnii bianket he �:;;greaterthan 10�:�'(10 teet tiortzontal dis�ance per_eseh toot.of.ve :
' �+=•r• > ---�-:-:�_�--
. , fect;fhe= eglonel'DNR oKce(see map)�or tha local area _.�..:ti�al�drop} �''Y ' 1 , ti:r
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Date Signed �
ilsonJones
-�UNE fQRM aL-0p2 b?Ati7 ' � � . � � � � . ' �
i3•R7IN7EOIhU.SA ' � � . � . � . �
SEN�cR—DETACH ANQ RETAIN Y�ILOVJ COPY.SENO WHITE AND PINK COPIES VVITN CkR80N fNTACT.
,
• DAKlJTA COUNTY SOiI AND WAT�R
CONSERVATIdt�l DISTRiCT
forming�oo Prol�ssionofBuildin9
82l Third SueN
Formington,MN 550]4
Phon�:(612)�63•8646
t`lf I I�I I�IESOTA �
.
SC�I� allo WATEFt COI'�ISERVATION DISTRICTS
June 12 , 1986
T0: Ron Wasmund
City of Rosemount
FROM: Barbara McCarthy �,,t� ���`���
Dakota County SWCD �
RE: Recommendations regarding placement of fill on
Dan Lockler property.
This letter is to follow�up our visit to the Dan Lockler
Property on June 5, 1986. Mr . Lockler proposes to place
fill on his property due to wet conoitions and to place
riprap along White Lake . _
We recommend that the DNR be contacted since they have .
regulatory jurisdiction over White Lake, a "Protected Water"
of the State . According to Kent Lokkesmoe, hydzologist with
the DNR, no fill can be placed below the elevation of the
Ordinary High Water Mark of "Proteeted Waters" for the
purpase of creating upland (drier) areas. The exact
elevation of the Ordinary High Water Mark has not been
determined at this time €or White Lake . But to expedite the
proposed project, the DNR can inspect the Lockler property
an�3 actu��Yy place stakes along the property to identify
the Ordinary High� Water Mark of White Lake (where fiLl can
and cannot be placed by Mr . Lockler) .
As far as erosion and sediment control is concerned, we
recommend that a silt fence be installed along the edge of
the Lockler property to prevent sediment from moving into
White Lake . The silt fence must be properly installed (see
Attachment) before any fill is placed . The silt fence
should be taken down after the property is adequately
stabilized with a grass cover .
Also enclosed is information from the DNR regarding Permit
reguirements for riprap shore protection.
I will check with local distributors to compile source and
cost information for purchasing small quantities of silt
fence .
e�.� cn��e� noonoT�r+.�!�rv c��o� nvco
, �
.
�'.����?�.����°'���'��:��'�''
��
�>� �
t t.lk � �
RIPRAP . .�.� �
SH�RE � _��
.�:
PRafiECTION �� � `Y
� ... �r "'� �'� �
. - � ;:'��'�`�
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- _ �w;� ���;��������
_ i ,».,a�;:; � .� — .� .�,.F.v�;,��..� � � ��
,� ��� -� �
PERMIT RE UI � �;� ����.��� �
Q REMEI�ITS and :
� ., � .
CONSTRUCTIQN GUIDELINES ������������-�'��
Under Minnesota Statutes, Chapter 105, pubiic waters are any A Department of Natura!Resources permit is not required if the
waters�ot the state which serve one or more mffieria! beneficial riprap shore protection is instal4ed within ali ot the restrictions listed
pubiic purposes including navigation, recreation, fish and witdiife below:
habltat, nutrient and sediment entrapment, wate�suppty, pround
water recharge, floodwater retention, and scien�c and naturai 1• The riprap shore protecUon shaQ consist of natural roek
areas. . only. •
2. The riprap shore protection shali contorm to th� natural
Any project consVucted below the ordlnary hlgh water mark alignment of the shore.
(OHV'� which siters the course,current,or cross-seciion of public 3. The minimum finished slope shatl be no steeper than 3 feet
waters is subject to the regulatory Jurisdiction of the Department of horizontat to 1 foot vertical (3:tj.
Natural Resources. For takes, the OHW is the hiflhest etevation 4. No materiais shait be ptaced more than 5 teet waterward of
which• the lake has maintained to leave evidence upon the the OHW.
landscape.For watefcaurses,the OHW is the elevsdon ot She top of 5. A permit shatt be-requir�b for the pi2cement of riprap
the bank of the channei. For reservolrs anQ f}owayes,the OKW u shore protection along Lake 5�perior and any o#iciaily
the operatlr�g elevaUon oi the normal summer pool, designated trout stream. .
A permit !s not required from the Department of Haturst If fhe proposed riprap shore protection cannot meet ail of the
Aeso�rces!or riprap shore protection irtstal{ed within the toflowlnp preceding restrictions, a permit from ihe Department of Naturai
resu'icflQna. Locai uNts of government and other agencies, Resources is required. Contact the appropriate regional oHice or
however, may sliil requlre a permit tor this proJect. SEFORE IN- the Division of Waters in St Paui for the necessary spp{ication
tTLATING ANY PROJECT, contact yau�lxal c:onservation oificer forms.
or tha Regional Hydrologist(see mapj, '
• Riprap shore protection not requiring DNR permits shali be
piaced according to the foliowirig guidelines. '
. l
. � . FIGURE 1_ Not to Scale)
[
F OHW(Ordinary Nigh Water Mark)
Slatr Jurisdiction ezlends Waterward ol ONW •
Range ot Water t,evet Fiuctwlion
\ _--_— ———_Varie� from lakt to Lake �_
1�• Ordinary High Water Levei
�
Aecord High
Water LevN t �� .�, Avcrage Water tevei
. _�"
CatUi(.Bulrush.Sedgcs fI jRecord low
andotherAquatic Veqelation / Wattr LevN
+
a
* f,t`
�� . .
DEFINITION PLACEMENT
Rlprap shore protection Is defined as coarse stones, boulders, Of ttle three types ot riprap placement-hand-placed,dumped,
cobbies, or artifictal broken rock tragments or concrete brick and gabions - dumped stone is preterred. Dumped stone is tha
materiafs,loosely laid against a�existing bank of a pubiic water for mosi ilexible and will adjust itself to uneven bank settlemenLDump-
the purpose ot preventing or controliing erosion.Only naturai rock ed riprap is usually applied from trucks and spread by a Dulidozer
riprap shore protection may be lnstailed without a permit.Rlprap or crane. In most cases,dumped slone is also the least costiy,
sho�e protection is generapy placed to preven!erosion by wave ac-
tion and currents.It is also usefui in preventing burrowing animals Hand-placed riprap shouiQ be roughly square or�edangular lo
(muskrai,beaver, etc.) from undermining bank stability, tacilitate piacement by hand or derrick. Nand-ptaced riprap Is
easily disrupted by minor settling. -
LQC�'r10N � Gabions (wire-enciosed riprap) consist of stone placed In wire-
baskets or wire-covered mats. Gabions are usua:iy utiliied when
The placement of riprap should be fimited to the area subject to T�k of suitable size is noi available.There are two disadvanWges in
- - erosion. 7his information pamphlet outlines guidelines for the using gabions-their unnaturai appearance and the potential tailure
placement of naturai rock riprap without a permit which inGudes ot the wire eoGosure.The use ot gabions is discouraged because oi
fiand-piaced riprap, dumped riprap, and gabions (wire-enclosed maintenance probiems. When they are necessary, however, ga-
riprap).The instaitation of other types of riprap will require a permi� bions shoutd be confined primarily to stream banks.
Riprap shore protection shail be attempted oNy where site soiis
are capable of supporting riprap.Such soils may inciude various
combinations of sand,silt,and ciay.Sails such as peat and muck
are not capable oi supporting riprap.
CONSTRUCTiON
Riprap shore protection shaii be i�stalled with a minimum A iransitional layer ot gravei, smaii stone, or tabric shaU be
tinished siope ot 3:1. No riprap or tilter materiais shali be placed piaced behveen the tine materiai ot an embankment and the riprap
more than 5 feet waterward od the OHW(see Fgure 2).A severely --shore protection materiais:The purposesofShe filter are to(tjprc= `--
__ . —
eroding bank may require filiing in with a greater depth of.naturai vent fi�e embankment materiai from being pulled ihrough the
rock before a stabte stope may be achieved.Gentiy sloping hanks riprap materials,(2j disVibute the weight oi the ove�lying riprap to
are more stable tor riprap and result iniewer lailures.The extent of prevent setilement, and (3j to provide relief to hydtostatic '
riprap Into the water should be minimized since flow and wave ac- pressures inside the embankment.
tion can cause stabiliry probtems.
��-existing slope
FIGURE 2. (Kot toscate)
��,
:�: o
TYPICAL RiPRAP DIMENSIONS
e
� •: o oHw
.�; ,o
� ; e� � �
°< �: � ordtnary high watec level
5s,_ oe
e ��r�as i���.��.�r����� �������� ���w.��'
� �` � �°° average water levei
� �3'"� :o"°
�...,,d .�e oe
. 3.,�::t^�-e� e aco .
dsk x� e a e�o .. .
� �� "'"°• riprap material
� �;.Y ':e°�:
.•
�3: oeo
. ��_� o e e e o � � . . .
� . vepe`e e�o°e a .
y:' °oeo°���° °eoo
fltrec,:.� �3 ••�;:;��oeo
:"'�t���"�� �-. "��^•°•��� iake or s#ream bed
� ,��.-r.�-�;�: o o... .�e o.o�;•.�
�°' 9 •
��`�, ,� �, �/
���"Y,����r � '�'----� u-���" � . `
�A���'��,��.�����"���'��ts�, ��.����" �.�- ��-
. �z� �°...�.:...a�.. � a,xtx.::t h;".`.. z :^�/�:#siTs.?'�A��� s � -"ka'.w:.. . .
.�s.2
4 . . . . . . � , .
Wel1-graded gravei, crushed sione, and filter cloth shouid be Rock sizes shooid be welY-mlxed.Approxlmately one-haft oi the
used as filter materials. The sizes of the filter materials must be rock shouid be 12 inches in diameter. The remainder shoutd be
larger than the origlnal bank materiais and smalier than the riprap. used to fill In the spaces beri+een the previously placed rock and
It weii-graded grave!extsts naturaily,no filter blanket fs needed. H shouid cons[st of both large and smaU rocks.The minimum recom-
not, a 6"tilter blanket is recommended. mended thickness of riprap is approximstely 12 inches.
Where gravel or crust�ed stone is unavailable or excessively Riprap placement may Include toe and end prateciion, par-
costfy, fifter cioth 1s an aiternative. Fliter cloth, an artifictat tabrtc ticu{arly in controiling stream bank erosion.Tce and end protection
which albws wate� to pass through while retaininy the bank is accomplished by placing the lar4sst rocks and the thickesi po�-
matertals,hss been used successtutly with Nprap. B�ands' used Gon of the riprap in position as shown in Figures 3and<.tn some In•
success(uly include:Bidim-G22(Monsantoj;Typgr 3d01(duPont); sta�ces,excavation may be requlred to provide suHicient depth ol
Pol�iter-X(Gsrtha�e Miilsj; a�d Mirafi 140 (Celanese). toe and end protection.if inecha�ized excavation ls necessary,a
permit is required.
(7HlS DOES NOT CONSTITUTE ENOORSEMENT Of THESE
BRANOS)
,. ... . . ...;�_
_.. • * ' .. . `V. .:: . : � �������,.
FIGURE 3. (Nottos�a�e� . FIGURE 4. ���
�:.
�: (Not to Scale)
�. average water level �.
� �
average
x
��� .•;,: � water level
e,
.�:
e•'.
�r •
• �,, � . . � ,;H ov0. . .
• .••d .. e �e•.N• a,•
� e'e� � '�"w ..o :�o' `'�N e a e�e�.�'°�'o � .
e,.f^ .;ti#te'� . .e.00 e��'•.•." �vo;va•oe' � . .
. ; eeeee .x.+bfin7tQt o e���e°� b r.:` � . . .
� °� '. i"�. . oo°o'e'e� �v �
� { �. : oe°Op.O• � . . . '.
. �: N E �v O• y0 ' `' . .� .
. '�"'` .�• �.�O : ' . � . .
'` �# f(lter bisnket '�'�
belvw �owar 11mit ai '� ' .
.G. N' f. � � ' � .
y r
�.��/4� �. ^ �'. t K .� i f -.. �• .
. � - . . : � -. . � .
� ... iN . . . . � � p� . �. � .
, +
.'
. �y:;`a•� ... �=eY.��+`a."''.��D.s.��.,ot3�..�'^"'�: , ... �. ..... �� �� � ' ���.�.����'�;��'����,.,.�x�.'^%'.�a'�'{_x�n . ...
��i
IViAINTENANCE .
REQUIREMENTS -
Ali riprap shore protection requires maintenance. Proper fiiter REMINDER: Any riprap shote protectlon proJect which dots
blanket thickness,rock size,placement,and sfope wiil prevent fre- not conform to the aforementioned criteria must be authorized
quent maintenance.Ali riprap, however,wilt experience some dis- prlor to instaliatlon by a permti tram the Department ot Natura!
placemenC The desireG slope,thackness,and the fiiling oi holes in Reaources pursuant to Mlnnesota Statutes, Sectton 105.42 and
the rock surface should be restored when needed. 6 ►rfCAR�1.5021 C.
The InstaitaUon ot rfprap shore protection not meeting these
ADD�'I''I�NA.L jTj�!"l'{�'11/f A TTO1�T criteria+rithou!a previously obtained DNR permlt Is conaidered
li� lJllll'lt).i 1 1`� a vfotstinn of taw and is subjed fo crlminal prosecutlon (SS00
If you desire additionat information on shore prolection, a andior 90 days fn jail)and restoration as deemed approprlate by
pamphlet, "HEIP YOURSELF", is availabte trom the U.S. Army the Commissioner ot Natursi Resources. Contact your DNR
Corps o1 Engineers. The pamphlet discusses criticai erosion �egional office or the Divtslon of VYaters in St. Paut tor permit
probiems on the Great Lakes and cites additiona!methods of sho�e applicattons.
protection.Address your request to:
U.S.Army Corps oi Engineers
]210 U.S. Post Office and Custom House
St. Paul, Minnesota 55101
1-652-725-7506
' . • aiay a�deis
. � ---._.___ •
. .
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• �
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�� . � .
. _.. _ — —a�ay 6uo�� Pic!'-- -- — .
�,�� DEPARTMEN7 OF NATURAL RESOURCES
� .-� ' REGIONA� OFFlCES
-_�.___ r.J AEGION t
-T-�-� i Rural Route S .
� '--- � Bemidji, MN 56&D1 �
"-7------i I I218)755-3955
� � i I , �
�_"��r ; _ � I � REGfOPf 2
-- � ' --`�---�i � � East Higliway 2,Box 388
_ ti 4 � � � Grand Rapids, MM 5574d
j' � ` ± 2 � (218j326-0311
I
-__�._i_�i_.� I REGtON 3
�' S � --�; _ -� - 303 Charies Sireet
1 .. � . 8rainerd,MN 56401
__rL"'--- �'__ i----� (218)828-2613
� � � � Department of Natural Resourr���orr a
i _1T_7 Division o; Vd�ters, 3rd Floo� �X�ss, Highway 15 8>
�-- ; �.--.� 444 LafQ�F.ttc. Read tso�3se-z�se
_, -�--- � ,
i-- � . _ � 3� ' i .St. P$UJ, MN 5r'JZO1 REGFON 5
� �-' ' '�, � �_1 2300 SGver Creek Road N,E
y �-t.� � Rxhester, MN 55901
> �
^�� . (507}285-7430
. •��----1 � ` � �
'. t i �i� � I�L �i,�2.��z,Y-- REGlON 6
__ ���'�-_l `- • � � �t 1� 1 ��J 1200 Warner Road
, � �e�;��l ht�r�lOAtST t'Paul, Mt�! 55t06
-�--, �., �= , zg t, -- ? 523� s�2�2s6-7s2s .
i ��. `(:�---� � r CEHTRAL OFFlCE
1 1'�'�J �t', '--+- -T- �-- SPa�e Center Buiidlny
� � � --� " � � 444 Lafayette Fioad
1 �
� � ' � � � � St.Paut, MN 55101
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; ' ; ; ,_.'- �. T_ . (61�296-4800 '
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- 'f'' �=a1 ._�._F-� ^:� i-'�'a`+- y •A-r •� 4'�..��:::.'•- �'y..�•'^-'�;yb'_�e!'�:==c�-T-`.". !+S"r-�
�t •'ri�r-`t ��7 ��:r}��l4'�'��, ���,E•�'-,-+:=:ss`� 'Z?'K�%1^:�M.''�}`Y�s-'�..=.
♦ I � .�-M ♦ I i •�' �Ny�
��'f'��I � j� � .f��� • .-. �}?t i✓ �� Fr `hS�i
j�:'r.:�%G tef'�`r �`.`��ra�''y�:c J=`'�= !N'-" ���% �- -�,�.'>'�+it "► ,i+C:X+'�'�-
... ,��—�':s�=. .�t �jl •. r L� ����= �'''�tt'�c;
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. 1980 1.06
2. Where the size of the drainage area is no more than l/4 acre per
100 feet of silt fence length; the maximum slope length behind the
barrier is 2OO feet; and the maximum gradient befiind the barrier
is 50 percent (Z:1) .
3. In minor swales or ditch iines where the maximum contributing drain-
- age area is no greater than 2 acres. •
4. Under no circumstances shauld silt fences be constructed in live
streams or in swales or diteh lines where flows are likely to exceed
1 cubic foot per second (cfs). See Design Criteria for further clari-
fication.
- ' PZann%,-r� :onsideretions _ -
Laboratory work at the Virginia High€�ay and Transportation Research Caunci2
(VH&TRC) has shown that si2t fences can trap a mach higher per�entage
of suspended sediments than can straw bales. , .SiZt fences may be prefer-
able to straw barriers in many cases. i,�hile the failuie .zate of si2t
fences is lower than that of straw barriers, there have been instances
in which siZt fences were improperly installed. The instaZlation methods
outli�ed herp can improve performance.
Filter barriers are inexpensive structures composed of burlap or standard
weight synthetic filter fabric stapled to wooden stakes. PZow rates
thro�gh burlap filter barriers are sZight2y slawer and filtering effici-
ency is significantly higher than for straw bale barziers (see Tab1e
_ 1.�6a). -
' Ta.b1e 1.06a
PIDW R�2'ES AND PILTERIIJ� EFPICIENCIES OF .
VARIOUS SEDIMENT PILTL'R MATER�ALS '
Naterial P1ow Rate (ga1./sq.ft./min.) Filter Efficiency (�J
� Straw 5.6 67
Burlap j10 oz. fabricJ 2.4 84
a- . Synthetic Pabric 0.3 lAvg.) 97 (Avg.)
• Source: Va. Niqhway and Transportation Research Gouncil
Si1t fences campose3 of a wire support fex7ce and an attached synthet.zc •
fi.2ter fabric sZo�.� the f1c�s,► rate siQn;ficantl� but have a h.zghez filter-
ing efficiency than burlap. Both waven an3 norrwaven synthetic fabrics
are com,aercially available. Tbe woven fabrics generally display higher
etr�ngth than the norrwoven fabrics. When tested under acid and alkaZine
water conditions, most of the woven .Eabrics increase in stzenqth. There
is a variety of reactions among the non-waven fabrics. The sarae is true
of testzng under extensive ultraviolet radiation. Perruea.bility rates
vary reqardless of fabric type. Whi1e aZZ of the fahrics demonstrate
_..
III-18
�
. • s�Cr���'.. '3�+� �"''J..� ��.� '� �n'y � ,✓��+':TD�C�'��,�va.� :% �'{'i'=;1 . .
_ `'
1980 �� i.Ob
very hiqh filtering efficiencies for sandy sediments, there is conszderable
variation amonq both waven an3 non-woven Fabrics when filtering the finer
silt and clay particles.
Ozs i�:i ;ri teri a . ,
1. No formal design is required. • '
2, Filter barriers shall have an expected usable life of 3 months.
They are applicable in ditch� lines, around drop inlets, and at tempo-
rary locations where continuous construction changes the Qdrth COif-
- tour and runoff characteristics and where low or moderate flows (not
exceeding 1 cfs) are expected.
3. Siit fences, because they have a�much lower permeability than burlap
filter barriers, hav2 their applicabil.ity limited to situations in
wfiict� on]_y shee� or overland flows are expected. They normally can-
not filter the volumes of water generated by channel flows, and many
of ti�e fabrics do nat have sufficient structural strength to support
the weight of water ponded behind the fence line. Their expected
. usable life is 5 months.
Construction Specifications
Materials �
_ .- 1. Synti�e�-ic rilter fabric shali be a pervious sf�eet of pr.opylene, nylon, .
Q01y2S�zr or ethylene yarn and shall be certified by the manufacturer
or suppli�r as confarming to the following requir�snents:
PHYSICAL �ROPERTY TEST REQUIREMEHTS
Filtering Efficiency VTM-5 5 mi'n.�— r �' �
Tensile Strzngth at VTM-52 Extra Strength-
20% (max. ) Elongation* 50 lbs./lin. in. (min.} .
Standard Strength-
_ . 30 lbs./lin. in. (min.) • .
F1ow Rate VTM-51 0.3 gal./sq.ft./min. (min. )
* Requirements reduced by 50 percent after 6 manths of installation.
Synthetic filter fabric shall contain ultraviolet ray inhibitors and
stabilizers to provide a minimum of b months of expected usable
construction life at a temperature range of 0° F to 120° F.
2. 6urlap shall be 10 ounce per square yard €abric. � "
3. Posts for Silt Fences shall be either 4-inch diameter wood or 1.33
pounds per l�near foot steel wi tf�,.a minimum iength of 5 feet. Steel
�osts shall fiave projections for fastening wire to them.
„
. 1980 ' 1 .06
1. Set the stakes . ' 2. Excavate a 4"x4” trench
upslope along the line of
stakes .
_. � /
—�%�-''=��-��-,- ' � _ � i�- ��,I -
�/� ��L,,,�,�� �~/. � "`�-.e_�. �"��i�� �/
. . � /`��� �•�,,' � / � "' �l i � . /,�..."� ' � //� ��
/� �'y,/S: ' /c'. .y,. ' . j„/ '�/�, . �-�. �_--„+E-"..c�.. ���� �' .
i
/�'�� �,'�/�� �l� � �� • /i-^-_ ._.-. - ._ /
. � �
, 1 �
�' F1 o�j� �i��G l . "';--''�� r
111."�-''i� -If�� 1�=�'.'' IU�� _
_ � 4��
3. Staple filter material to 4. Backfill and compact the
stakes and extend it into excavated soi1 .
the trench.
, .
� , a � �', f f �-
. ^,J�--�,`� � � 4:'� �r - �=� �i 1
��-z--�_ ; �'� •�/����'� j �.
�.�----- � f� �,i ��'� �, 1
/��
� // � ��r�'�������'' /�� �',.' '�(%''�`''"
�� �:��(i�•�" � ..,,�-�y II� -
CONSTRUCTION OF A FILTER BARRIER
Source: Installation of Straw and Fabric Filter 8arriers P1ate 1.J6a
for Sediment Control , Sherwood and Wyant
� � Fl ow �
Plan � .
- _ I � �
: ` I
`A r B a
_`�� k.. �
� :,, , ---
• Elevation � f � ' �
/�I��. � i
`7///�� I= i� if����� '
PointS A shouid be higher than point a '
PROFER FC�CE;ti:iT OF � FILTER SARRIER IN A ORAINAGE WAY
Source: Adapted fram Installation of Straw and Fabric P1ate 1.06b
' Fiiter Barriers for Sediment Control, Sherwnod
and Wyant
R .
+ i I Vo •
. . 1.06
2, . The filter fabric sha1T be purchased in a continuaus ro11 cut to . '
the length of the barrier to avaid the use of joints. When joints �
are necessary, filter cloth shall be spliced together only at a sup-
port post, with a minimum 6-inch overlap, and securely sealed.
3. Posts shall be spaced a maximum of 10 feet apart at the barrier loca- '
tion and driven securely into; the ground (minimum of 12 inches) .
When extra strength fabric is'used -without the wire support fence,
post spacing shall not exceed 6 feet. �
. 4. A trench shall be excavated approximately 4 inches wide and 4 inches
� deep along the line of posts and upslope from the barrier.-
5. When standard strength filter fabric is used, a wire mesh support = -
. fence shall be fastened securely to the upslope side of the posts
using heavy duty wire' staples at least 1 inch iong, tie wires or.
hog rings. The wire shall extend into the trench a minimum af 2
inches and shall not extend more than 36 inches above the original
ground surface.
6. The Standard Strength `filter fabric shall be stapled or wired to
the fer�ce, and 8 inches of the fabric shall be extended into the
trench. The fabric shall not extend more than 36 inches above tt�e
original ground surface. Filter fabric shall not be stapled to exist-
ing trees.
7. When ext:a strength filter fabric and closer post spacing are used,
the wire mesh support fence may be eliminated. In such a case, the
filter f abric is stapled or wired directly to the pasts with all
other provisions of ite.rn No.6 applying. �
8. The trench shall be backfilled and the soil compacted over the fiiter
� fabric. ' . '
9. Silt fences shall be removed when they havp served their useful pur-
� pos�, but not before the upslope area has been permanently stabilized.
Maintenance
1. Silt fences and filter barriers shall be inspected immediately after
eacn rainfall and at least daily during prolonged rainfail. Any
required repairs shall be made immediately.
2. Should the fabric on a silt fence or filter barrier decompose or
• . becane ineffective prior to the end of the expected usable life and
the parrizr stili be necessary, the fabric shall be replaced promptly.
3. Sediment deposits should be r��oved after each storm event. They
must 5e remaved when deposits reach approximately one-half the height
of the barrier,
4. Any sediment deposits r�naining in p1'ace after the silt tence or
filter barrier is no longer required shall be dressed to conform -
with the existing grade, prepared and seeded. .
, 1980 . 1 .06
i. Set posts and excavate a 4"x4° 2. Staple wire fencing to
�rench upslope along the line the posts.
of posts.
_ --=` = . �
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��s-`,�'� __ -- ;��� �': '=L=.¢, �!
'� "�- �' � �'%-_""_'.;" �'
""" r�-_ '
% _.,.� ��� s s- ,•
� `� -./ ��� ��` •'�-%- I1
.,.•
_�,/"��// � / .�i�.....-../' /.i , %
%,� .
��. � " . �. ' .� '%�
. 4
3, t�ttacr� the filter #abric to 4. Backfill and compact the
the wire fence and extend it excavated soil .
into the trench. -
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Source: Adapted from Installatian of Straw and Fabric Plate 1.06c
Filter Barriers for Sediment Control , Sherwood
and t�yant
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C:ifj� <�f. R�semount ��ZA,���r
, Buitc�it��anti In��ectiorus Division
2875 145'1'H Street West �C.�� �'
Rosemount, h�IN �$Oti8
t6�zjqz3-�.al� APPLICATION FOR PERMIT
Site Adctress 7�1 SuitelUnit�30.
����.��L1�tL _._... i----- � -_ _ _
Applicant (circle one on�y) O�fner Lontractor Arcizitecl���n�it�eer
N ame � c�fl�fl i.'R c�l , �,�A 1 ]1t��1�----- ._ .�
Otsner,'Duvcr Adclress �?i� ��-,- �
Inlonnaliori � �g�' ���_�.�� _ ._ --_.._
Ci�' �5�.1-1 C� )� �� Statc�_M � t Z r�s �..r�„� „� Q�
'=�-L�! �
Pliane_ � �� -- ���� - .
N ame ��-�-O�-f I�f�d�I � xc,��Z�.N.�_ _
CUi►t�ac��r Address
Informativn ---_....__._. - ._-�---�- —
� C%itY State Zi��
Photte
Name
rlrchitccE.'Engnicec Adciress
1ntuRnatiut� _—_-- --�-----=-
C�fY - Stafe 7_i}�
Phorte
C;LASS UF �VOKh (circle one only)
31 Ne�v (�' Atteratio�t�Remodel
� , Addition Q MainEenance/ReJ�airlRe}�lace
TYPE OF STRUCTURE (circLe one only)
O1 ingte FamilyDet.�ctied AS Recre�tionat,r�mtisem nt
02 Sie�Rle FamityAttached �
03 Rc9idential Garagc `� ��r Nnn-HauRkeeping Sl�eher
30 Tx�o FarriiFy Reeideci#ial 6$ Ir►du.s#ria.l duilding
31 7t�rce-Four Famity Resiriential �0 Ptiblic Wor�and Utilities IIiiildinJ;s
32 Mti}tirie Family Residerit�iai � �}�'lic Schools �
40 C�f[iees, Bank.s, Protessi,�onal , 81 Pt'�%Ate Sc1��ols
�1 �+iores, ReetacLt�ttt, Warehouse �$ ChutcheR and Retigious Bi�ilciirip,:s
�i� Hutels, Motels �8 Hor�ifal�and Jnsfitutional
43 Farking Garage �3 C�her Non-[tesic3entiai B�ailcln�gs
4�t Sc�vice Staiions and Repaic Garages °� Fencex, Si,p,ns, Antet�tia�
9G Otlier Non-Building�tnich�T�s
(Pleaee cc�mplete nther Aicle'
F E�tlmat.ecl Cotnpletion Date: NCj1IF, T'� Number oi c;t�t�ic Yarci�
- M�P���8 �:�"X..�..�Qt2�.�S.
Dtscripliun uf tVo►k lu bc Donc���� � �F L�.n F 1 ,Q�_r��J�j�1 j����j�j� ��`�'l
J
so zv�r��.�P �o ���.�1�T 1��._���
l hearby aPply for a GradRig Permit and I acknowlec�ge fiiat the infocmatiatt above is complete and acirrate; that
the Et�or�c�ill be in conformance with the orciinances and codes of tE�e City of Rosemoimt and wifh the Nlinnesota
kluildin� Coder; that I understand that tfius is not a petmit buf only an application for a�►ennit atid ct�oci; ir not to
st�rt�i�itliout a pernut;,that the work�,zll be in accordance withtlie approvea plan m ti�e case of all R�oii��vhich
requn•es revieR�at�d approval of plans.
---�-�- -�-� - ---=----�/__/_��8�...
� -�- -
� Ap� ' aitt'e$ignafuj-e Da(e _, . -
�""�e��a����� U4 N�W�F' t�.$ELC>tk_THIS.LINE wi r�w■�a■��rws�wr ww
Hais a prad'n�g�lan�+een submitted7 Yes No Approved? �'cs No
Has a pertu�t►�ance bocid nr oll�ec aurety been received? Yes No !'�irin�itit$
<;onclitions of Ir,xvance/Rentarks:
c:ftherFee: _ _ _ Amount of Fee 5 �g.�...._
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MM21 ,
AN EQUAL OPPORTUNITY EMPLOYER
r
► ' M�rch 22 , 1989
City. of RosemounC
P .O . 13ox S10
Rasemount , �11� 55068
Attn : r1r . Ron Wasmund � Iiuilcting Offici�l
bear Mr . Wasmunci ;
{de liave received the letter dated Decemi�er 16 , I98$, Fram PIr . Piike
rfueller:, Area Jiydrolosist oF Minnesota Ilepartment of Nal•ural Re-
sources .
We would like to proceed witl� tliis project , so �+e can he firrislieci
�+ith it befoxe the zeque.sted date of July lst , 1489 . We )rave the
sketcli �vliich Mike Mueller drew , and will comply �aith liis instruc-
tic�ns .
We liave also spoken with Mr, R�n Spon� of the llakota Cot�nty nepart—
ment o� ;nvironmental Health regardin� tl�e well cocie , ancl are in
compliance .
Please proceed with our permit application which is on file , and
advise as soon as possible .
Thank you for your assistance .
Sincerely , ,
` =.�`L�cZ � \LL�-��I�,-X; ��9C�-����
��f �� �
Rarbara R� an Lockler
2187 128th Street W.
Rosemount , P1N 55068
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