HomeMy WebLinkAbout2007-P11461 - retaining wall PERMIT
CITY �F ORONO Permit Number:
2750 Kelley Parkway- PO Box 66 P11461
Crystal Bay, Minnesota 55323 Permit Type: User Defined Surc Building
(952) 249-4600 Date Issued:
11/7/2007
SITE ADDRESS: 960 Brown Rd N Unit#
Long Lake,MN 55356
PID: Z'7_118-23-43-0025
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: User Defined Surc Building Permit Sub-type(s): Retaining Wall
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Pernut Fee: $ 125.25 valuation: $ 6,000.00
Plan Review Fee: $ 81.38
State Surcharge Fee: $ 3.00
TOTAL FEE: $ 209.63
APPLICANT: Westside Outdoor Maint Inc OWNER: Garry&Shannon Banks
4008 Williston Rd 960 Brown Rd N
Minnetonka,MN 55345 Long Lake,MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESYJTA BUILDING�ODE REQUIREMENTS.
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APPLICANT PE ITEE SIGNATURE ULD BY SIGNA7'URE ��C��
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Rcports, 1-Assessing,(If Septic, 1-Septic) Page 1
� �,��� City of Orono FOR CITY USE ONLY � /
0�� P.O.Box 66 D� Date Received. >:•�=) Permit# �( � L� t
j s� 1 2750 F:elley Parh�vay ��,�� t: I
`� ��1j ��;�-- �� Crystal Bay,MN 55323 �y/ 2
��' ��,�v�,�, (952)249-4600 Amount: 5��/ /•(O� C.U.P Filed:
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Appro�vyed By � Site Plan:
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Recommends: A roval /[]� Denial ❑
CITY OF ORONO -USER DEFINED/GENERAL PERl�ZIT nd � I��''��r-�
(All pennits must be zpproved by the Building Official and/or Zoning Department) J�G fi'¢,�.S � ���►4�oop�,
C.a(1 �C/ si/f�i,n�2
Job Site/Owner Iiiformation: � (O hri►, /nS�ee�il�t
},�.[�u� bw�/'ng cv,4/(.
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S ite Address: � Y�l-L�I� C�c.c�UC.� e��--`i�-C� �S�J�
Owner: 1� + ���5 Mailin; Address: c1�.PC.� �Y�(,�J�1- �C�-Gl' l�
c�ty: (�� (,c�l��- z�p: 5S3SZp
Home Phone: �S� � ��'� `7� Alternate Phone:
Contractor/Applicant Information:
Contractor/A �'��S�CY� �1��'� `��+-���I''C=ontact Person: � �'-+Z
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PP.:
Address: 'tf�S lA�i�!lS�� fSOG�I�" State License #: o�GUd��FSaI S
City: T"��- Zip: h53�� Expiration Date: � �/ ��
Phone: ����"��c�S. r� Alternate Phone: � !a- �'J �7�% -�Q
TYPES OF US�R DEFINED PERMITS
❑ Stairwav to Lake �Retainin� Walls ❑ Temporary Trailer
General—User Defined Surcharge �� Generai—User De ined 3urcharge General—User Defined
* (Per UBC) * (Per UBC) �L '��30.00
*Estimated Cost: � *Estimated Cost: $ J� � `
❑ Docks—42" or Greater ❑ Land Alteration ❑ ZoninQ Review
General—User Defined Surcharge General—User Defined General—User Defined
❑ Commercial—(Per UBC) ❑ 0-500 Cubic Yards *ForO-75'Zone-�30.00
* Estimated Cost: $ �SO.00(Needs Sire Plan)
General—UserDefined ❑ 501-CubiC�`ards
❑ Residential - �30.00 �50.00(Needs C.li.P.)
❑ Tree Removal
General—User Defined
* W ithin 0-75' -�30.00
I herb�� apply for a User Defined Permit and I acl:no���ledtre that the information above is comp(etz and
accurate;that the work will be in conformance�vith the Ordinances and Codes of the Citv and with the State
Building de; that I understa d this is not a penr�it and ���ork is not to start ��,�ithout a permit; and that the
�i�ork w' b in accor a c ��,' tne appro��ed plan.
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Applic t _ .. � Da
Reset Form c�s:,o_F::,_z���,��;��,���
Westside Outdoor Maintenance,Inc.
4008 Williston Road
Minnetonka, MN 55345
9521938-5887a1so fax#
Doug or Georgia
October 17, 2007
Hauling route to Bank's Residence- 960 Brown Road Orono
Fill soil will be hauled into 960 Brown Road Orono from West Highway 12 to
Brown Road.
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2335 Highway 36 W
St.Paul,MN 55113
Tel 651-636-4600
Fax 651-636-1311
www.bonestroo.com
October 31, zoo� � Bonestroo
Ms. Evelyn Turner
Planner
City of Orono
Post Office Box 66
Crystal Bay, MN 55323
Re: 960 Brown Road North
File No. 000139-07000-1
Plat No. A-11460
Dear Evelyn;
We have reviewed the plans for 960 Brown Road North, dated 10-16-07. The plan proposes to extend an
existing retaining wall and fill an area in the southwest corner of the lot. We have the following comments
with regards to engineering matters:
• Grading in the proposed retaining wall and fill area will be minimal and appears acceptable.
• The applicant should take note that it appears that a number of significant trees may be located in
the fill area.
• See attached comments from Matt Jensen regarding the retaining wall.
If you have any questions, please call me at (651) 604-4894.
Yours very truly,
BONESTR00
�� � . �
Darren Amundsen
Cc: Tom Kellogg
! } Pa�e 1 of 1
Evelyn M. Turner
From: Amundsen, Darren T [Darren.Amundsen@bonestroo.com]
Sent: Wednesday, October 31, 2007 2:25 PM
To: Evelyn M. Turner
Cc: Tom Kellogg; Jensen, Matthew D
Subject: A11460 and A11461 960 Brown Rd North 10-26-07 comments
Evelyn, here is the land alteration review for the proposed grading. It appears that the necessary
retaining wall information has been submitted and they could start. Matt Jensen will perform a
detailed review and follow up with Civil Solutions if we need any additional information. Just let me
know if you have any questions.
Darren Amundsen, PE
Associate
Tel 651-604-4894
Cell 651-775-5623
darren.amundsen@bonestroo.com
n Bonestroo
2335 Highway 36 W
St. Paul, MN 55113
Tel 651-636-4600
Fax 651-636-1311
www.bonestroo.com
10/31/2007
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,; � ,�, ��;:�,; ,�;,; CITY of ORONO
\�'i, �' ���� �-� h l� Municipal Of�ices
,� �,I �� ,��+� �1�� G,�/
\ .� , c;�'� .�� .�� Street Address: Mailing Address:
���C'EggOj� 2150 Kelley Parkway P.O. Box 66
\�—_-__'� Orono, MN 55356 Crystal Bay, MN 55323-0066
September 27, 2007
Doug Hohertz
Westside Outdoor Maintenance, Inc.
4008 Williston Road
Minnetonka MN 55345
Re: Permit applications for 960 Brown Road North
Mr. Hohertz:
Your applications for permits for a retaining wall and grading are being returned to you because they are
incomplete. Please obtain the items noted on the attached checklist and resubmit the applications.
If you should have any questions about the survey or grading plan requirements feel free to call me at 952-249-
4623. If you have questions about the other plan requirements please contact Lyle Oman, Building Official, at
952-249-4600.
Sincerely,
��
/�.
v.�lyn Turner
City Planner
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
Memorandum �Bonestroo
To: Darren Amundsen Project: 960 Brown Road North Date: 11/7/2007 z335 Highway 36 W
S[.Paul,MN 55113
From: Matt Jensen Client: City of Orono Tel 651-636-4600
Fax 651-636-1311
Re: Permit A 11460 Retaining Wall Review File No: 000139-07000-1 www.bonestroo.com
Remarks:
At your request, we have conducted a review of the retaining walls at the above referenced
project for compliance with the requirements and stantlards of the City of Orono. The submittal
information is as follows:
Owner: Banks Residence
Wall Design Engineer: Civil Solutions Group, LLC
Certificate of Survey: Anderson Engineering of Minnesota, LLC certified October 16, 2007
Retaining Wall Submittal: October 16, 2007 w/wall specification and section
Date Received: October 31, 2007
This is a privately owned retaining wall which is an extension from the existing retaining wall
on the property. We have reviewetl the design submittal for conformance with the
International Building Code.
The Civil Solutions wall submittal has provided factors of safety for overturning antl sliding for
the retaining wall design.
No geotechnical information was provided for the design, but the tlesign engineer assumed the
foundation soil to be sandy lean clay with a bearing capacity of 2000 psf.
Summary of Comments:
• The retaining wall is in conformance with the International Building Code and was signed
by a Professional Engineer.
.
Address: 960 Brown Road North —Grading and Retaining Wall
CHECKLIST FOR APPLICATION FOR PERMIT
RESIDENTIAL ADDITIONS(INCLUDING DECKS�,ACCESSORY BUILDINGS,AND
ACCESSORY STRUCTURES(INCLUDING POOLS�
EXCEPT FOR APPLICATION AND DATA PRIVACY ADVISORY TWO COPIES ARE REQUIRED.
For more information see the building permit application packet.
Check if Item If not submitted, reason why
Submitted
� Application form, completely filled out
_/ Data Privacy Advisory
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Survey of property with proposed wall
and steps shown. Must be to scale.
Grading plan, including top and bottom of
wall elevations and elevations of
proposed berm. Must be prepared by the
appropriate professional.
Plans for the retaining wall if it is over 4
feet high, signed by a Professional
Engineer (P.E.)
Haul Route for Fill
~ �,¢�� City of Orono FOR CITY USE ONLY /
� �� P.O.Bo�66 �� Permit# �( { ����.l
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2750 Kelley Parkway Date Received: �
� �Ih j�'�, k Crystal Bay,MN 55323
•s� 1 �-t��i �`
���"`.�t�',��y�, (952)249-4600 Amount: $ C.U.P Filed:
satio�`
Approved By: Site Plan:
Recommends: A roval ❑ Denial ❑
CITY OF ORONO - USER DEFINED/GENERAL PERMIT
(All pennits must bc approved by the Building Official and/or Zoning Department)
Job Site / Owner Infonnation:
Site Address: 1�t,C�lr1 (�C.�LX� �C� �j�aj�
Owner: ���c .f- , ` G :.�1 t�l �ZKS Mailin� Address: Ct�D(� �!'�1��t.�i'7 �U��Ck' l�
City: 11.)VL� ����-- Zip: ���3�(p
Home Phone: �S�-1 �CJ��` �a`� � Alternate Phone:
Contractor/Applicant Information: �
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Contractor/App.:�C15�/��, ��Qf3�f`�'�t.l✓�� ontact Person: `��, F'��'- Z
Address; � r IS1�Z')� �G<li+"
`Z"U�g � �! (� State License #: �2 CiO�� FS�I S'
City: /"6T��- Zip: �S��S Expiration Date: � � f�/�
Phone: �5�l/�'-(��"S�j'�5�� Alte�rnate Phone: � t�- j�7 -`7fo�
TYPES OF USER DEFINED PERMITS
❑ Stairwav to Lake [�Retaining Walls ❑ Temporar� Trailer
General—User Defined Surcharge �� General—User Deiined Surcharge General—User Defined
* (Per UBC) * (Per UBC) *�30.00
*Estimated Cost: $ *Estimated Cost: � � ;�'
❑ Docl�s—42" or Greater ❑ Land Alteration ❑ ZoninQ Review
General—User Defined Surcharee Generai—User Defined Gencral�Use;Defined
❑ Commercial—(Per UBC) ❑ 0-500 Cubic Yards *ForO-75'Zone-$30.00
'� Estimated Cost: � �50.00(Needs Si�e P�an)
General—UserDefined ❑ SO1rCubICYa[ds
❑ Residential - �30.00 �50.00(Needs C.li.P.)
❑ Tree Removal
General—User Defined
* «�ithin 0-75' -�30.00
I herby appl}� for a User Defined Permit and I acl:no���ledge that the information above is complete and
accurate:that the work wil] be in conformance�vith the Ordinances and Codes of the Citv and with the State
BuildinQ de; that I understa d this is not a pennit and ���ork is not to start ���ithout a permit; and that the
work �v� b in accor a c ��' the appro`�ed plan.
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Applic nt __. � Dat
Reset Form (usarDennecPcicni;;;l'LrOai
��l—� Ci of Orono
,O�� tY FOR CITY USE ONLY
0 O�1 P.O.Box 66 Date Received C - �`�Petmit# ���y(,r�l
( h� 2750 Keiley Parkway
� �y y�,�_�- � Crystal Bay,MN 55323
���'t�o�,j (952)249-4600 Amount: $ C.U.P Filed:
Approved By: Site Plan:
Recommends: A roval ❑ Denial ❑
CITY OF ORONO -USER DEFINED/GENERAL PERMIT
(Ail pennits must be approved by the Building Official andlor Zoning Department)
7ob Site/Owner Tirforination:
Site Address: �1�p(� �t?at�u�'1 ��1C� G� � �1'�� ���
Owner: �i..��� �- S�'ll� �'1 �'���Mailing Address: �(p(j �d'Z7(,L}//L �� /�
c�ty: /��t�► 1.�--�� z�p: 553�
Home )��"' Alternate Phone:
��JE_ �Ic-�-i�s
Contr S��� ��`�S nation: �
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Contr � (����1 �u��l� �✓l�) ontact Person: � ' TT����-
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Addr -�����t�� ��5�1'l 1�0�- State License #: ��i()�c,1���.�"
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City: ��'���'�b�� _ Zip: .r�7� Expiration Date: �c�- 3 t C>
Plzoi '�' `�� I CC /
�� "�� Alternate Phone: (171�--/Q I�1 -�7(��
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� ���t`� i�y,.r�� TYPES OF USER DEFINED PERMITS
`
��
❑ � :�/ �C�����,'`? ❑ Retainin�Walls ❑ Temporarv Trailer
!t-' General-User Defined Surcharge General-User DeSned
* (Per UBC) *�30.00
C�� C�� I� •� * Estimated Cost: �
(�1����-�
❑ � �Land Alteration ❑ Zonina Review
e GenPral-User Defined General-User Defined
tC) �0-500 Cubic Yards *For 0-75'Zone-�30.00
* Estimated�;ost: ,n �J0.00(Needs Site Plan)
General-Use-De:ined ❑ SO 1 T CubiC�'aCds
❑ Residential- �30.00 $50,00(Needs C.li.P.)
❑ Tree Removal
General-User De�ned
' \��ithin 0-75' -�30.00
I herb� apply for a User Defined Permit and I acl:no���ledge that the infonnation above is complete and
accurate;that the work will be in confonnance�vith the Ordinances and Codes of the City and with the State
Buildin� ode; that I understand this is not a permit and work is not to start ���ithout a pennit; and that the
«�or� vi . be in rd ce� ' - tne appro`�ed plan.
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/� DRAWN: PSH pRIN7 NANE: MIK N P C I V� L E N G 1 N E E R 1 N G A N D L A N D 5 U R V E Y 1 N G 960 BROWN ROAD NORTH GRADING, DRAINAGE &
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N0. DA7[ DESCRIPTIpN pi REMS�ONS DATE 10-i6-07 LICENSE / ��258 7EL(�e3)a12-�o0o F,vc(1ea)a�2-aoeo f
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GENERAL NOTES: GENERAL NOTE�:
DESIGN PROVISIONS: SUGGESTED QUALITY ASSURANCE PROVISIONS:
1. THE FOLLOWING EFFECTIVE STRENGTH PARAMEfERS WERE 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL(S)
ASSUMED IN THE PREPARATION OF THE STRUCTURAL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER.
CALCULATIONS FOR THE BOULDER RETAINING WALL: ANY UNSUITABLE SOILS OR IMPROPERLY COMPACTED
EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED
� C Y SOIL TYPE AS DIRECTED BY THE ENGINEER PRIOR TO WALL
RETAINED SOIL 32' 0 120 PCF IMPORT GRANULAR CONSTRUCTION TO PROVIDE ADEQUATE BEARING CAPACITY
FOUNDATION SOIL 26' 0 120 PCF SANDY LEAN CLAY AND MINIMIZE SETTLEMENT.
SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMED 3. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE
BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO WALL INSPECTED FOR GROUNDWATER CONDITIONS. ANY
CONSTRUCTION. ADDITIONAL DRAINAGE PROVISIONS REQUIRED IN THE FIELD
SHALL BE INCORPORATED INTO THE WALL CONSTRUCTION AS
2. THE WALL IS DESIGNED TO SUPPORT THE FOLLOWING DIRECTED BY THE GEOTECHNICAL ENGINEER.
MAXIMUM SURCHARGE LOADINGS: S H EET I N D EX
LIVE LOAD: 50 PSF SIDEWALK 4. ALL STRUCTURALLY PLACED BACKFILL MATERIAL SHALL BE
BACK SLOPE: 10:1 MAX PAGE DESCRIPTION TESTED AND APPROVED BY THE ENGINEER, MEETING THE
MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS
SEISMIC: NOT APPLICABLE OR SPECIFICATIONS.
1 TITLE SHEET
3. THE WALL FOUNDATION SOILS AT BOULDER WALL LOCATIONS 2 SITE PLAN
SHALL BE CAPABLE OF SAFELY SUPPORTING 2,000 PSF 3 TYPICAL WALL SECTION DETAILS 5. ALL SOIL BACKFILL SHALL BE TESTED BY THE ENGINEER
WITHOUT FAILURE OR EXCESSIVE SETTLEMENT. LOCAL FOR MOISTURE, DENSIIY, AND COMPACTION PERIODICALLY
BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE (EVERY 2 VERTICALLY, 100 -200 C/C) MEETING THE
GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS
AND PRIOR TO WALL CONSTRUCTION.
OR SPECIFIC:ATIONS.
SUGGESTED QUALITY ASSURANCE PROVISIONS:
1. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED
ENGINEER OR TECHNICIAN TO VERIFY FIELD AND SITE SOIL
CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE
SITE GEOTECHNICAL ENGINEER, A QUALIFIED GEOTECHNICAL
ENGINEER/TECHNICIAN SHALL BE CONSULTED IN THOSE
MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL
PERFORMANCE.
COPYRIGHT (c) 2007 BY CML SOLUilONS CROUP, LLC.
Desiqned By: Pmjsct Reg'�atr�ion No: I hereb eerti that this Ian s ec�cation, or report was
No. Date Rwiaion y �' P
CIVIL SOLUTIONS GROUP LLC TPH 25493 ro a►�, b me o� under m ��et.superviaion and that
' BANKS RESIDENCE Pom duy{ice s d Profsuionel Enginesr under the lawa
8200 HUMBOLDT AVENUE SOUTH, SUITE 100 xai,; ORONO, MN Preject No: oi the Sf mnesoto.
BLOOMINGTON, MN 55431 N�q o7-48I
\, PHONE: (952) 294-4755 Tttle:
FAX: (952) 294-4595 �•� TITLE SHEET °ro"'�"° NOG p(t1��'
17 OCT 07 �O�"
MIKE@CSGMN.COM I blichael R. dohnson, P.E.
.
�
NOTES: BOULDER DEPTH SCHEDULE
1. THE SECTION SHOWN REPRESENTS TYPICAL CONSTRUCTION FOR THE WALL HEIGHT (Hl MINIMUM BOULDER DEPTH (Dl:
BANKS RESIDENCE BOULDER WALL.
2. THE MINIMUM WALL EMBEDMENT IS 30" ALONG 3:1 TOE SLOPE. WHERE 0-5 27"
WALL HAS NO TOE SLOPE WALL EMBEDMENT MINIMUM IS 12" 6 30"
7 33"
3. THE BOULDERS SHALL BE PLACED TO GRADUALLY DECREASE IN SIZE 8 36"
WITH INCREASING HEIGHT, MAINTAINING THE MINIMUM DEPTH REQUIRED 9 39"
(D) FOR THE OVERALL WALL HEIGHT (H). A SMALLER BOULDER 10 42"
MAY BE USED ON THE TOP BOULDER (D/2) FOR FINISHED GRADING 11 45"
PURPOSES.
4. THE BOULDERS SHALL BE PLACED TO AVOID CONTINUOUS JOINT PLANES IMPORT GRANULAR SPECIFICATIONS
IN VERTICAL OR LATERAL DIRECTIONS. EACH BOULDER SHALL BEAR ON
TWO OR MORE ROCKS BELOW IT, WITH GOOD FLAT-TO-FLAT CONTACT. IMPORT GRANULAR SHALL BE FREE OF DEBRIS AND ORGANIC MATERIAL
5. COMPACT ALL IMPORTED MATERIAL TO 95% STANDARD PROCTOR. MEEfING THE FOLLOWING GRADATION:
6. THE WALL IS DESIGNED AS GRAVITY WALL. SIEVE SIZE %PASSING
MINIMUM SAFEfI' FACTOR FOR OVERTURNING --------- 1.5 2" 100
MINIMUM SAFEZY FACTOR FOR SLIDING ------------- 1.5 No4 4 100-20
No. 200 0-15
PLASTICIN INDEX (PL)<6
NOTE:
(H 1) = EXPOSED WALL HEIGHT
(H) = EXPOSED WALL HEIGHT + EMBEDMENT
8" LOW PERMEABLE SOIL
oi2� � . :. .
.. . .,- .
8 OZ. F LTER ' . . . . . .' .. .. . .' � .
FABRIC (�TYP) . : . . . . . . : . , � .../��. . i
4 . . . , , ,. �.. . '
:� IMPORT GRANULAR IMPORT STRUCTURAL FILL
15' (MIN) a, ,, ... . . :� � . , � . ` . _
. .�;: �
" � ' � � •�-�'y � EXISTING GRADE
H1 . . ' . � ' .' ' . .
H � � : . . , ;,�.; ,:
. ��;
. . �.. •`t-'"- ,
� ' d� Q ; a-- ' . . : .." 2 BENCH CUT
FINISHED GRADE � � � -I y
. 2��1
3 MAX � I
� a
1 . � Q . a
(SEE NOTE 6) �D� ONSITE LOW PERMEABLE SOIL
TYPICAL GRAVITY WALL SECTION
COPYRIGFfT (c) 2007 BY CML SOLUT10N5 CROUP, LLC.
Desiqned By: ProJect Regblrotion No: � here ce
No. Dats Rwision by rtity thot this plan s ecification, or report was
CIVIL SOLUTIONS GROUP, LLC TPH 25493 p�a�� �y m, o� undar my �►� ■upervision a� u�
BANKS RESIDENCE I um duy licen Profeasional Engineer under the lows
8200 HUMBOLDT AVENUE SOUTH, SUITE 100 ��y; ORONO, MN P�Jsc! No: of the Sfat of M nsaota.
BLOOMINGTON, MN 55431 I/4^ = I'-o" 07-481
�.___ PHONE: (952) 294-4755 r�Ue:
FAX: (952) 294-4595 �°� TYPICAL WALL SECTION DETAILS °rartr� "°' �b����°�
17 OCT 07 �Ot"
MIKE@CSGMN.COM .3 A1�chael R. dohn:on, P.E.
.
.
N OTE:
1. THE SITE PLAN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY.
IT HAS BEEN REPRODUCED FROM ANDERSON ENGINEERING OF �
MINNESOTA, LLC. GRADING, DRAINAGE, AND EROSION CONTROL \ \
PLAN DATED 10/16/07. \ � �v'0
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COPlRIGFIT (e) 2007 BY GML SOLUTIONS GROUP, LLC. I
Dniqned By: Project Regiat,vt;on No: � hereb certi that this lan speeficotion, or re ort wos
No. Date Revision Y fY P P
CIVIL SOLUTIONS GROUP, LLC TPH BANKS RESIDENCE 25493 �rcpared by me or under my drecf.supervieion end that
8200 HUMBOLDT AVENUE SOUTH, SUITE 100 am du Li ense rofesaional Engineer under the iews
BLOOMINGTON, MN 55431 �a��� ORONO, MN Project No: of the S�ate of e ta.
PHONE: (952) 294-4755 NTs r�Q. 07-4a1
FAX: (952) 294-4595 �t�: SITE PLAN Druwinq No: (6I�1�o7
17 OCT 07 �Qt°`
MIKE@CSGMN.COM Z Michael R. ,lohnson. P.E