HomeMy WebLinkAbout2005-P08673 - new house PERMIT
CITY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: po8673
Crystal Bay, Minnesota 55323 Permit Type: New Structure
(952) 249-4600 Date Issued:
5/31/2005
SITE ADDRESS: 1925 Lakeview Ter Unit#
Long Lake,MN 55356
PID: 27-118-23-42-0014
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential Census Code 101
Permit Class: Building
Permit Type:
New Structure Permit Sub-type(s): New Home- Single Family
DETAILS:
Approved per resolution#:
Separate permits required: Plumbing Mechanical Fireplace Sewer Connection Irrigation Well(state)Electrical(state)
NOTICES/REMARKS:
TCO&CO will not be issued until revised drainage&wetland easement filed at H
FEE SUMMARY: Permit Fee: $ 2,813.75 Valuation: $ 425,000.00
Plan Review Fee: $ 1,828.94
State Surcharge Fee: $ 215.00
SAC Fee: $ 1,450.00
Misc. Fee: $ 22,975.00
TOTAL FEE: $ 29,282.69
APPLICANT: Remodel&Repair Inc. OWNER: Joe Lemmerman
P.O.Box 454 County Rd 18
Watertown,MN 55388 Delano,MN 55328
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
MINNESOTA BUILDING CODE REQUIREMENTS.
` ��Y�.
' PLI T ERM EE SIG ATURE S UED BY SIGNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
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Total Fee: $ � ��Date Received:
Entered By: �S ,,�- Permit#: =, ,� ?, / ��
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CITY OF ORONO - BUILDIN PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
---------------------------------------------------------------------------------------------------------------------
THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR
JOB SITE ADDRESS: �9 �� ��� �1��'� �G('r"> ZIP: ��"����`
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home?
❑ Yes �NO If yes, a special event permit is�-eqa�if�ed with Police Department and Ciry Council appr•ovul
60 dczys prior to the event. Shuttle bus se�vice will be reqa�ired trnless applicant clemonstrates
su�cient on-site parh�ng is available. Non pe�miitted events will not be allowed.
, ,,OII�'�� L-1 �_�C�=� Z�
NANIEOFOWNER: ;�ae �..�v���"yr�e�wr� PHONE: (home)_]����']����'�
(work) b►� 716`d�'i/�
MAILINGADDRESS: LB„�,-� �� !� CITY: {J�lq ho ZIP: S�3J�
CONTRACTOR: Q��.��i �- �� '{��I �" �M t r PHONE: Q�,►yl-�J�, �-�S"q�''�,q-
CONTACT PERSON: �;.T��/St��{ MOBILE/PAGER: - _
MAILING ADDRESS: p�,�i� t���t,t'�t� CITY:(�d�c�.�t�p�c� ZIP: y -
STATE LICENSE: # ��J�� q y EXPIRATION DATE: M,,��;Z,���,
ARCHITECT/ENGINEER: �� ��r'I�qyq �dA�lC PHONE: � p��'l�'l�q„�Q�!�
MAILING ADDRESS: /�,�"�' /S�tti �✓�'��, CITY: y / ZIP: ,�!�Q
NAME: �t�£rice� f�`e�t �S REGISTRATION: #
TYPE OF WORK: New � Addition Accessory Structure
Move Hoine Remodel/Alteration
PROPOSED WORK(describe in detai�: ,/�E�/ ���e��-�� �'� �►��� ��
STORIES: � SQ.FEET OF EACH FLOOR:
NO. OF BEDROOMS: � GARAGE STALLS: ATTACHED� DETACHED
��
ESTIMATED CONSTRUCTION VALUATION(excluding land): $ �o��f��"
I hereby apply for a building permit and I acknowledge that the information above is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City and with the State Building
Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be
in accordance with the approved plan.
c
APPLICANT'S SIGNATURE: E: �� CT� d5�
31 _
i + `
�
Sec.13.04 R[GHTS OF SUBJECTS OF DATA \
Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section.
Subd.2. Information required to be given individual. M individual asked to supply private or confidential data concerning himself shall be
infonned of: (a)the purpose and intended use of the requested data within the collecting state agency,potitical subdivision,or statewide system;(b)
whether he may refuse or is legally requ'ved to supply the requested data;(c)any laiown consequence arising from his supplying or refusing to supply
private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall
not apply when an individual is asked to supp]y investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer.
The commissioner of revenue may olace the notice reguired under this subdivision in the individual income tax or p�perty tax refund
instructions instead of on those fortns.
Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whethec he is the subject of
stored data on individuals,and whether it is classitied as public,private or confidential. Upon his further request,an individual who is the subject of
stored private or public data on individuals shall be shown the data without any charge to him and,if he des'ves,shall be informed of the content and
meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six
months thereafter�u►less a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The
responsible authority shall provide copies of the private or public data upon req�est by the individual subject of the data.The responsible authority may
require the requesting person to pay the actual costs of making,certifying,and compiling the copies.
The responsible auihority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the
date of the request,excluding Sadu�days,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request
within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Sahudays,
Sundays and legal holidays.
Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data
concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement. The
responsible authority shall within 30 days either: (a)corcect the data found to be inaccurate or incomplete and attempt to notify past recipients of
inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in
dispute shall be disclosed only if the individual's statement of disagreement is included with the disciosed data.
The dete�mination of the responsible authority may be appealed pursuant to the provisions of the adminisdative procedure act relating to
contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request
for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or
confidential information.
You are notified that:
1. The infoimation you furnish will be used to determine yow qualification for the pemut or license
requested.
2. You may refuse to supply data,but refusal may require that the City deny the pemut or license.
3. The infoimation may be shared with other local, state or federal agencies to the extent necessary to
process the pernut or license.
4. If your requested permit or license requires Council action to approve,some infomiation may become
public.
5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself.
6. Your full name is required to process this application or permit.
Sww�.a S �'►��w� /�/�►�'f"f'G� S"C�GG J'7�
First Middle Last
P� e�,� �sy
Address - !
�,t/�t-rc✓-t.w•h ,/vl/V .f`s"�'�t� (0��-71`��59�
City Statc Zip Phone
I understand my rights as stated above.
Signature
32
,�i!�i y N��
. .
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: ��Z S �w,<<-�.��cw ��.2�z-�c_�.
PID:
DESCRIPTION OF WORK: hr L w C?�c 5
---------------------------______----------------------------- . .
ZO.�tI�i 1G REVIE`V BY: C� DATE APPROVED• S z 3-e S'
BUILDING REV�+W BY: DATE APPROVED: 5 • z 3 •oS
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes ,/' No
PLAN REVIEW Yes r/ No SEWER CO�INECTTON ZZ �'��
STATE SURCHARGE Yes �/ No WATER CONNECTION
INVESTIGATION FEE Yes No � PARK FEE
SAC Yes � No SITEINSPECTION
Number of SAC Units 2 OTHER (specify)
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ZONI�iG CH�CK LIST zoning Districc: L2-l�4
Fire Department: Post Office: School District:
LotArea: Sq.ft. 2�,'70� Acres .�g Width 2t�a Depth
Survey Submitted: Yes _� No Date of Survey: �-I• 2�-oS
Proposed Setbacks:
Fron[ (Lake): S�� Right Side: I y 3� r C�
Rear (Street): 5`{� Left Side: 'rjg` �
Adjacent Structures: /�J�_ Wetland: ��
Buildin; Height: Def. Hgt. 2�i• S Peak Hgt. �O
Lot Covera�e: 0.1�
Grading: Staff Approval Date: S- z3•�S By: -T�(t,U��cCouncil Approval Date: —
Septic: Staff Approval Date: /J �q By:
Zonin� F1e: # ��- 3�0� Resolu[ion: # SZ37 Resolution Date: �u•z� - oy
Shoreland Distric[: ,��o
Avg. Setback: Bluff Setback: I.ot Coverage:
E�isting Proposed
Hardcover: 0-7�'
7�-250'
2�0-500'
500-IQ00'
Hardcover Variance Required: Yes No Date of Council Approval:
RE�IA.RKS (in house):
`.,q �
..�� ,� .�'1j•. } ,�,,:: ., ...:ian... -' ,. F,.� �.�
L� �.�. _ (� �`,���V'"
7
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BUII�DING REV�W CHECK LIST
�C� (Z•3 CONSTRUCTTON TYPE: ��
Sq Footage $Per Sq Ftg
Basement x _ .
1st Floor x _
2nd Floor x _
Guage x =
z —
TOTAL
Estimated Construction Value: $ yZ�,n�O `'�
Inspections Required: `Vork Requiring Separate Permits:
Site _�Plumbing Fire
Hardcover Removal _�Mechanical Water Connection
_Zc Footing ' Septic _�Sewer Connection
_�Fram.ing _�Fireplace ot Lawn Irrigation
�_Insulation (Masonry) Other
Wall Boazd
�_ . �,_(Mfg.) X Well (State Perm.it)
'� F�� Grading/Filling _�Electrical (State Permit)
Other
REMARKS(IN HOUSE): � .
__ _ _--_---_------------------ ----=- -----------------------------
REVIE`V BY OTHERS DA�: �Z7�,,,�
Access: Existing New X
Access Approval: Date gy;
�__�_---_____--------------------------------------------------��------
RE�IARKS (TO BE NOTED ON PERi�ITI�: ���CO„q�r� CD u�/GL Nv�
� N f 0 S
N �1 '
3 � I � 3 �1��i )
8
LEC-1�-2004 09 :58 AM H. M. BOWER 828 724 4643 P. 11
, ,,,..—_ �ULA� isUKlivv �uta ---••--. .. . ._...
'�� �`� �� ���`� 2112 135�h Se E
Intc�s�tate Geoter.:hnical Er�giaeeri�ng, �mc �; �;y ' ; ,- i �;� ; , Rogemount N1N 550h8
�..�----�-�__._.- - - - - - - - - _.�._.
�!� Propoeed Single Family Residence
- P�aa�CT:�925 Lakevi�w Te�'r�ce, no I�inneeot� _,_.�,
LOG �F BORINC NO: 1
- -- �.....
---"`"'"""��"�`. �--- 5AMPLE U18 d� p1'H�9 T�S?'S
� OEr*TH SURFACE ELEVATIQN: 1 ��('jLOCiY N W6 "-'-'�"'-"'"'
�N O�SCAl1�T't0 NN A b CLASSIFICATiL�N �. TY�� � w pE P.l.
F��T --
Mixture of LEAN CLAY, Pxedominan,t�y N L FA
' �1 Very D�rk Brawn (CL),.�w/ othe� colore, Un�on-
tro�led
� w� ORGarrlc SOIL;. Biack (OL), s¢� traces Fi11
z of undecomposed vegetation, w/ trace
�] of Xave1, Frozen (moist when thav�ed) N 2 E'A
moist, looae
4 PEAT. Sapric, Ver.y Dark Brown (PT) palustrine N 3 FA I
� moi$�, sofe - raore ���y�y w/ deptl� Ueposi.t� 1
� 5 OIZGANZC CLAY, Blacl� (OI.) N 4 F'A
j saturated, eoft
+ � , ray s rown o ra •. T,acustrin N 5 FA *w� ��
� � w/ a �.ittle QRF�ANIE CT�AY, Bl�ck (OH) Uepos3tR
soft
jLEAN CLAY, Gray to Grayish Brown (CL) 7 6 FA 1� 43.6
' � saturat�d, ve�soft 22.8
� 9
�' �,0
� soft to medium Glacial � 7 �'A 1
d
i 1� w/ �.nelusion9 of nanwaterbe�ing Ti��
�
I 12�Very Dax�k YeLl.owish Bro�an SANA ;
i �r/ tr gravel ? g �p 3,[�
13 � I
�4 �,EAN CI.�iY, rath�r sandy, Dark Gt'�.y I
� (CI,) , w/ tr f3ne gravel N 9 FA
i �� satuxated, medium
f
i �'
16 �w/ t� tio � lit�le �ravel N 1Q FA �
�
17
18
19 �
20
�nd of �orf.ng - Na Refusal I
��' Bore ho�e void b�Ckfil�ed w/ native � o
cutt3n s on 12 �'ebruar 2�04 �r- � �' �°�'���
pp!l.LING DATA �m
WA�'�R �EV�� M�ASUR�MEN78 � �, _�. - -
pATB �T1M ��P1�0 C+�rsi►�G UVE•IN O�ILLING WAT£A
DEPTH DE�H DEP7H 1�UD IEVE l.fV�L Cr�w Chiah� �--�r.-
� 16.4' Wet Metnal;_4" Poser ffli�ht_Au�r�
X2 Feb 12:40 20 Mnhi1P A--31 on bod�e PowNr
( " " 13:1Q 17.8' 15 ' Wa�on
� — _ ..�-� - —
13 " 14:29 12.6' �Q•�'
MBorir•p CAmplelc+d:_12�eb�'uary 200�►
.._--.._--�----
19�5 ��
6�D��7.3
vEC-13-2004 09 :59 AM H. M. BOWER 828 724 4643 P. 12
' ' .,.._.� SOIL SOR�NG LUG ..... '�"�"-.. j
� 2112 135th Sk E
Ineec4.kate 6eotec�hnical Eagineeriwg, Inc �Semaunt MN 55068 ,
���
" � Proposed Single Family Reeidence '
� �F�OJ�Cr: 1925 Lakeview. T rr ce no Mit�r�esota _
LC�G OF B4AtNG NO: 2
'-'�—" � ^+�� 6AMFL� i.AB � OTHER ���iYS
.. a tN K � . SUFiFACE ELEVATION: IOlA.2 N Qpol4(3Y N WH � ,��� p w DE �
�.L.. •_._.�.....
• p�g7 DESCF�IPT1dN AND CLASSIFIC TIQ ' �.L. ��_-- -- - •
Mi�ture of LLA�1 CLAY, Very Dark Brown, N 1 �'A
� tv/ paxk Y'ellowish Browu (CI�), w/ORGAN- Oncon-
1 IC SOIL, B1ack (OL), w/ traces o£ unde tzolled Fro�een to
� com osed vegetatiion, w/ tr gravel* Fill 1��± (��
I ' ? mo1eC, oose to firm N 2 FA r_hawed)
� PI�iT, Sapric,:Very�Dark Bxoam� to g� palustr�ne N 3 FA
I (w/ depth) (p1�, damp to moi�ti, Bo�t Depoe2ts �
� 4 �
O�tGAIdIC CLAY� Black (OH) N 4 FA l
i S� ga�urated, saft �
I • 6 � N 5 FA
I
, LEAN CLAX, Ga�sy � Lacustriae ? 6 FA 9.k
; 8,,,, saturated, very soft Depoeits
1
i90 c ta me ium _ ' 7 Fa •B -
10
L$AN CLAY, �o/ sand, Us�rk Gray CL) Glacial
; 11 w/ tr �ine gravel, saturated �i�,l ? 8 FA 26.6
i soft to medium �
� �,7. medium
� , i
. �� ,
I �i4 I
15
N 9 FA (
1 16 �
�� .
is� .
19 � �
2Q --�-�-
medium to stiff
2�.
(cotttinued on nesxt sheet) �! ��" �""T`��t
WATEA LEVEL'M�ASUREMENTS . DaILLiNG �ATA_D�y�1���
SJI�APL60 Cr�S�NG G1vE-{N bpILLINC w�?'EA
��T� ���t pEF'TH • 6EP't►1 OEP'TM MUC IEYE I.fVEI Crpw�h+0h�„_ �....—..........r
r
t � Metr,od:4" P�'�er Fli�ht u,g,er.�.r,
' 1 Feb 14:4 24' Mobile B-31 on Dodge_Power
M " 15:15 12 ' � - --- Wagon
_..�.�
12 " 15:35 10' 7 '
� ' gorir.s Campleted: 1 �ttgr 2004
��
DEC-13-2004 10 :00 AM H. M. BOWER 828 724 4643 P. 13
� -�iU 1L lSU1��Nt+' #jUl:•'� �����• � �
(continued) ���a ��gth$t � ' � '
Z�tersfiste Geotec'h�cal En��neering, �Iu� � �
. Ro�emount l�;� 5506r,8����, • '
- Propo��d Single Family AesidQnce �
pAOJ ECT: �1925 Zakeview Terrace Orono,, MinneBOCs •
1.4G �� �ORING NQ: „ 2 .
D!P'CN SUR�AC�ELEVATIQN: i�iz.2 G�OLOGY N W8 ���L� u� j OTHER YESTS
I��ET DESGRIPTI�NANDCLASStFtCATIdN �/ TYP� 11 W C� p;�;
LEAN CLAY, w/ sand, Dark Gray (CL) �lacial N l.0 FA
22 �0/ tr fine g�avel ��Ll
a�.turated� medium tA s�tiff
23 �
24 End �vf Bor�ng - No Refusal
25 �
+ , �6 , .
�
J 27 Bore hole void backfi�.l�d w/ native �
j2 cuttinga on 12 February 20b4
� _ I
� 29
I
; 30
. �
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+ 31 . •
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i �2 �
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� 37 '
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� 41
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43 �
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45 . � .
46� � � .
DEC-15-2004 10 :00 AM H. M. EOWER 828 724 4643 P. 14
� � -- 50IL BORING LOG
Iuter�.k�.te Geote�k�p,ical Engineering, Inc 2112 135�h St E
� -- --- W -------�
Roaemounr MN 55068
Prpposed Single �amily Reaidence W�
` �FtQ.�F�',T; _1�25 L3keview Terr�.c�. Orand.. M�nneeata�„ �_
L,�G (�F B�RING NQ: 3 _ _
DEFi'N ' SUF��ACE ELEVATlQN: 1013.4 � �M SAI�iPL� l.A$ 8 QTHER 1'L�a7'8
�N G�O LOG Y N W B �--�--�--
F�E7 �7E�CRfPT10NANDCLASSIFICATIQN � np� R � ��� P.L.
� �� IM�xeure mf L�AN CLAY, Predominantly Uncon- � i �'A
Verq bark �rown & Dark Yellowieh Bro trolled
+ w/ ORGANIC SpTL, Black (CL&dL), w/ wood Fi11
� root, Frosen (moist wtien �t�aed)� Fz to 1�'f
� ,Z � amp to mo st, loose to firm
�Predt�mifngn�l�t Very Dark Grayish �rn � 2 �
� � ��, . ,�.., �.,_.....
' PEA�, Sapx�.e, Vexy Dark Brown to B3�ack Paluetrine N 3 1-�A
3.75 4 d�m oist soft De os�ts
dRGANIC Cx,A,X, Black (QH), s�tur$ted, ** p *med3.um
� 5 nclueiona of mineral soil I
; , LEAN CLAY, some�ahat ailty, Gray, N 4 HA 24.8
' � sparaely mottled (CL) , s�.tuxaCed Glacial
imed�tsm Ti11
i 7-� sof t ta m�ec ium N 5 HA 9
� � �
�
i .
� .
- 10
�nd of goring = No Refusa�
, ii
� �.2- !
Bare hole �rcrid backfilled Gr/ native ;
�� cutt�.ngs o� 13 February �004 �
. I
i�
� ��
I
i ���
I �
17�
18 .
19 �
2Q
I
2�. 1z �
eathe °Fr.C]Bar� �a'
WA1'ER LEVEi MEASIlFIEMEN7S pRILLING DpTp
DA7"E �T1M �►vrP�.EO GSIMG C�►VE-IN DRlLiINd WA'CER -- - ----,—... . .
bEPTM pE�"TH DEPTH Mu0 6EVE I.EVEI Crew �niaf:,.,,,,,_.,�._,..,,�H.�..—.
11 Feb '1'5:10; 2' None Method: �" Power F1i�ht�u�g�,�Q 2'
Mdbil:e $-�1 on Dodge Power WagoY
12 " � 15;25 to 14' None "
(}�� $�CS $ttcket �LQEX. �2�—.�,Q�,�y
" " 15:55 � " " Ca�rr�ed: 11 F�bruary 2�04 hand)
„ �orinp•Gompteled; ��February 2t104 _
� 13 " � 13:15 9:�8' .. --
DEC=13-2004 10 :01 AM H. M. BOWER 828 724 4643 P. 15
� _...w SOIL BOflING LOG
�,aters+.tate GeoCechnical Bngineeting, Y.ac 2112 13Sth St E
Rosemount MN 55068
� Psopo$ed Si.ngle F�mily Ree'�idence'� �
-- . ������;T:19a5_ Lalceview �errace. Oro _klirtneeota ___ _
�.o� aF eoRirv� rvo: 4 �
-- . - ---�.-._ .� _...
� pCPTH � SURFAGE EL�VAt10N: �012.5 � SAM�I.E L�J�F� 3 QTHE!� TE�T3
1 N � '�---�-�- G EO LOCi Y N W B L �.
��E7 DE$wRI�TtONANDCU155l�IC�►YION #� nAE R w OE. P.�. _
Mixture of I,L�AN CLpY, moet3.y Very Dark Uncon- N � 1 FA
���1 Brown (CL), �/ a. little ORGANIC SOIL,� �rol.led �� �
+ Black (OL), w/ occ emall rvot, traces o Fi11 �
( un.decomposed veget��ion*, Frozen to�* *��t�
� � moist, Xoose ta firm ����r N 2 FA ��
� 2.753 , Ye 1 �a sh Brativn
PEAT, Sapric, Very Dark Bromn to B1ac' N 3 FA
(P1�, damp tio moiet, �oft (loa density �al.uetz��.n �
4 more Black and clayey w/ depth bepoaits � �
i5 ORGANIC CLAY, B1ack (OH) �1 p FA
�' � 6 saturated, saft
soft to medium
I
� eof t
� Y.EAN CLAY, Gray to Greenish Gray fCL) Lacustrine Y 5 FA 50.0 .
,sstiurated. Very Soft Depoeits
10
( Gxay 7 6 FA 41.8
� 11 very soft to soft
�
. i ,
� ].2 i
� LFAN CLAY, w/ s�nd, Gray (CL) Glacial H 4 FA 21.1 � `
��� w/ tx graveX � Til�. �
, } saturated, medium ta Stiff f I
14 � !
].5
, End of Boring - A10 Refuea].
16 I
17
Bore hole void b�ekfilled w/ native
18 cuttings on 19 �'ebruary 2004
19 �
20
21
. e
WATEr� L�VE►. MEASUH�M�NTS DRILLING OAtA aro�ercaet, Cal�u
�..�..��..._ .
OA1'E ; T1M ��P�rt� u5ikG CAVE•IN OIi1LLING w�TEA A —��
pEPTH p�r�TM DEPrH MUD IEvE LEVEL �rew�hiet T_
18 Feb 12s51 ' ' � Me�r.od: 4" Powex Flight Au�er
Mobile �-31 Dri.11 Ri on
�' " � 13:21 97' 8. '
Dodge Po�raer_Wago�
19 " 14:42 9.6' 7 � 0�4
� � 8o�np Ca!npllt04: �
�
�EC-1S-2004 10 :02 AM H. M. BOWER 828 T24 4643 P. 17
� .- ....�r�1rT•�r�l9^�/Y�1�F�lWtY����w��ll��rr�f.a..... �. n�.r�Mr��w+N�w�i1�11M�nr��y.�MM�:. ..�.. •���..�.
ImCeXetate Geo,t�ahnica]. En.g, Znc � 50::- Su�I:ti= ._JC 15481 D�Qsden Ti•
App1a +/a1�ey 1� 55124
' .._..,,_,_- .•. -- - ---
.. PRdJECT:� � �sr ..�.�.�.
I,OG OF 8('�RING Np:
OEPTN SURfACf ELEY/�TIpN� SAMI�LE L�►d � QTNEA TES7$
�N t3E0lGGY N Wt� t �
FgET DESCI�IP7'IOkANDCLASSIFICATION #y TYP� R W pE p:�;
l,
I 2
1 �
! �
� �
I 4
f 5
I
� 6 ! , 4 ,� . �
� . I�
; ...r-...-� , �
f �� Soi1 Cla�sf icatiar, using Origin ` Other
: uisual-manual �nd/t+r l�ber�- of 5oi1 � '�at� as f
� ' 8; tory methods. accrodin� to the � ��cessary`
Ur:ified Soil Classificatlon ;
9� sysr.em, or ro ot��ax system as � ' �'t:�rber�;
i � a YO T13te LiS1�.tE%� i
10 i �P P
� � Fenetratic+n "h" �
� Value , i�umber l � `
� 11� �af blows to drf�;e I �„__ :n��aCt! �
� � � Densi..*.��'� �
; Sn1it-Aarrel Sa�- pc:� ,
� 1�7 p3.er ena foot 'j
? �� M�iFtur.� �
j �'atei Beaxi.n� -----� Contanr* �
1 � � Xe6 t . � � ,
� 14� � Iv � No - — .r.J � ,
� ; �F Wetex ,
j Z� � Level I
, '�� Syr,ibol L��,en�,ch af Sam�7.r�
�
1 R2;.ov�xed '
: Sample rur.ybEr-------w-� i.
I !1 I '
j 7n.�licate� Typ� i
1�`j of Sarnple: . : ,
igi SB5 = Spl.it-�arrel � * � LaL- tesi �„
� F.� = r13},•,YtC Aufi�: '�"" � `
2� � l�?A = Ha.r.d Auger ' reccvered sa;nple � '
ST = ShEiby Tube
(trj,nwa�1) ;
2J� ;
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VY4TER.LEVEL Rr1EA;►UR£M�FlTS � DAtl.I��+G �ATI►
--._.�_...,_ �... .._.._ . E .._..._._—.. —r._----._ . � ........�rrw.e.��+._...�.....� .�__..._,.,.�.......—.-
i•— - �/"��[G1 C1.S 4G C�y�.•:k TbRrLU�1G i w��+p —.�._..� �
_'�� ��i 4.(►Tr. . PT�i DlCTM �Wu[�I.EvlL� L!�[� � �, '
�..._�_._._ . .._. _. ... _._ .+..�..._..�._...� 11 e"�DC �
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D'EC-13-2004 10 :63 AM H_ M_ BOWER 828 724 4643 P. 18
INTERSTATE GEOTECI�CAL ENGIN�RiNG,INC
P�trlek J�'�,PE
2112 i3S�StB
Ro9omount M�N 53068
.� (612)414.5770
LABORAfiORY TESTB REPORT
25 Fcbruary 2004
�V1r Harald Bow�er
65 Copperhesd Cove Tri
Old Fort NC�8762
Re: Subsurface Soii Investigation
Froposed Single Family Residence
1423 Lak�►iew Ten�ace, Chono, Minn
��'��� 13 Februsiy 2004
M��: ASTM D2216(Water Content)
� ASTM D431 S (PL/LUPI}
. Tested by: p�
Test No: i
Sourc�of Mat�rial: 8oring 1,7'/a�9�
Maist�ne Coatent,°/u: 41.1
Liquid Limit,%: 43.6
Plastic Y.imit,%: 22.$
Plasticity Index,°�: 20.8
Comments: Material is a�AN CLA�(CI.)
Plcase be advised that the above test results�re a random sample of field conditions. They may
or may not be represettt�tive ofthe entire arca No warranty of the site is mad�or implied.
Respectfitlly submittcd�
INTF..RS'�AT'L�GEOT�C�IlIICAL ENGINEER ING,ING .
a �,.•�
P�trick J Hines, PE
President
Reg No 12d86 �
JEC-15-2004 09 :51 AM H. M. BOWER 828 T24 4643 P. 01
INT�RS�'A7'E GEQTEC'�JIVICAL ENGINEERING,I�c.
�112135`gtR
ltoemqwunt,IvA15so6s
(6t 2)q145770
- REPORT aF
SUBSU�tFACE GEQTEC�INICAL INVESTIQATION �
FOR P�t,OPOSED SINGLE FAMILX RESIDENCE
1925 L,akeview Terr�, Orono,Minnesota
26 F�bruary 2004
SCOP�O�„ F SERVICES
Interst�te Geotechnical Engine�ering, Inc, was ret�ined by Harold Bawer, heteafter
refencd ta as the "Glient", t� perform a subsurface soil investigation a parc.�l of i�n.d,
herea$er refen�d to as the "site", located as noted in the above title btock. The purpose of
this investigation is to identify and evaluate soil and water properties associated with the sit�
with respect to establishing a single family resid�nce therean.
Five soil borings w�ere performed to depths of between 10 feet and 24 fe�t within the
project area. In addition, iabvratory tests were run upan selected soil sarnpl�s. From the
resulting data, conclusions are drawn regarding site suitability for the proposed use ar,d
recommendations are developed, based upon, information gathered to date within the
presently authorized scope af services, for site c�rrection procedures and foundation and slab
design.
�T�OBSER}( T10N�
The s;te is �n existing resider�tial lot in an aimost fully d�velopad residential
neighborhood consisting of mosdy targer residential lots. Its add�ss is as noted in the abov�
title block; legal description is Lot 2 Block 2 Long L,ake Country Club Addition. It is south
of and adjacent to T..akeview Terrace,one house est ofBmwri Road N_Site terrain is typically
2'+ below adja�ent street level, but there is �n area of higher land in the south�ast portion
of the sit�. Terrain on the site is sc>mewhat rough, showing sctime indications of atteration in
the form of sma11 rnounds of soit at random loc�tions. 'rhere is a delineated wedand on the
site,near the northeast cc►rner, and drainage ditch�s run in th� vicinity pf the west and south
pr�perty lines. '�'here is also an existing power service line running across the south portion
of the site. Site vegetation consists mostly of grasses,weeds,various wetland plants and 1 ight
to mc�derate brush and trees. At tha time of this in.vestigation, there was a covet of snow on
the site,and the g,round surface was frozen.
Proposed canstruction an this lot is assumed to be a single family residence. This
investigation having been commissioned prio�to saie of the iot, proposed loc�ation was not
known nor wa4 the size,type of structure or proposed grades. It does appear to b��easonable
to assume that thc residence will likely be c,f split-entry nr slab-on-grade design configuc�a�ion
to adapt best to existing lot teITain. Grades have not been formally established. Most likely,
the garage slab elevatian wiil be 2'± above adjacent strec�t level, � level that eould provide
adeq�te drainage from the structure. In $ny event, this will require varying amounts af f I1
DEC-15-2004 09 :51 AM H. M. 80WER 826 T24 4643 P. 02
1925 Lakeviaw Terrsce,�+nno MN
2-
� for landscaping �nd building support to achieve desired terrain configuration. Otherwise, it
is likely that the building wi�1 be�of typical design, with building loads resting on perimeter
. strip footings There may be interior footin�s as welL
�.ORING LOCATIONS AND ELEVATIQNS
Tho borin�ys locatio�ia vrcro larg.,ly d..l�.��iiuva Ly L���i�ltt[G C�r.uI,C�2u�ll:�il FI1;�111�i111�
in conjunction with the Client. IGE determined depth of borings based upon usual at�d
acceptcd practice and results af the investigatipn as it proceed�d. All work wa.s performed
in an attempt to obtain geote�hnical data repr�sentative nf the site. �tefer to the attached
sketeh, bsse ma�p for which is a rerluGtian copy of a portion of a certificate of survey for the
site, fc�r boring locations_ These locations were largcly determined by the Client's survey
consultantg, Gronberg and Assoc:istes, lnc; mo�re preeise I�cat�on data is on file with that
ftrm. In addition, borings were marked in the fieid with lath_
. Ground surface elevation at ea�ch ofthe bprirags and at key topographic paints on the site
were detennined ta the ne�st 0.1' using an en�incer's level and re�erenced to invert ievel
of what is known as Mar�hole#21 in front of the lot, 1 ]p'+�of the wet lot line extended.
According t4 information furnished by the City of Orono's �ngineering consultants, this
bench mark h�s a sea level reference elevation of 1004.44. Rim elevation was lat�r found to
be approximately 1014.5. k?levations are shown on bore logs and on the site sketch. Aecuracy
of this should not be taket� as any gneater than the methods used would imply.
FILLb ,����irATION
� The barings were aecomptished in accordance with ASTM U 1452, "Standazd Practice
for Soil Investigation and Sampling by Auger Borings". This prc,cedure is described in the
first attachment at the back of the text portian of this cepart. This attachrnent also describes
the soil classification system used (Unified) and method of groundwater measurement. A
Pmfessional Engineer �xpericnced ir� soils en�ineering personally perfarm�d the borings,
imtnediately classified t»�st recove.�ed soils in the field, and made fi�ld judgments, mainly
relating to strength of soil and depths of borings, as fieldwork procceded. Some soils were
retained and pt�eserved by the Engineer in their natural candition for passible laboratory
testing.
BQRiN�
Attached $re logs for each of the borings together with a key explaining term� and
entries. Also attached is a report of various lab�ratary tests (Atterberg Limits and Maisture
Cont�nt) run on a selected soil sample. Some additianal moisture content tests r�aults aze
reported direc,�tly upon borin�logs.The depth of individual l�yers of soils may vary somewhat
from what is indicated on the logs due to the inexact nature of. auger borings and, mdst
importantly, the occurrence of transitian between sail layers. Alsa be advised that soil and
water conditions not at thc boring locations may vary.
The bc�rings indicate some uncontrolled fill df varyi�ng descriptions at surface level.
While somewhat shallow in depth (2.5'-3.5'), it is universally of poor quraliry (unsaturated,
loose ta firm, with organic soil) and lies over an unsuitable base (organic and peat soils) in
all c�ses. This fill is mostly lean clay(CL)with varying amounts of organic soil (QL). All af
�EC-18-2004 09 :52 AM H. M. BOWER 828 724 4643 P. 03
_ 1925 i.akcview Terraa,Orono 11�II�1
-3-
this would indicate soil not firom a pit pr a uniform source, but most likely waste soil from
. �urea proj�cts and possibly spoil from adjacent ditch construction.For th�sa and o#ier reasons
, (including absence of passing density tests), this soil must Ue classcd as "uncontrolled fill".
Below the shallow depth uncontrolled fill in Borings 1 through 4 is peat and organic soil
in the form of sapric (lughly de�omposed) peat(PT) at first and organ�� clay(O.H) in lower
reache�. 'Che buried organic sail in Soring S is thinner,consisting of arganic Clay only.These
are palustrine(swamp origin}deposits. They are highly prone to settlemer�t or conso�idation.
�'hese soils nor the uncontrollcd fill abave should be trustcd for adequate support of
controlled fill �nd structures primarily due to potential for excessive totai and difFerential
.setllement. As indicated above,placement of residential structures on or over organic soil is
prohibited by buiiding cade in a�ey event.
The basic soil found in this investigation is typical of the area. It is predominantly a lean
ciay (CL.�, usually sandy ar with a noticegbte sand content and a small gr�vel content. The
first material encountered in Borings 1,2 and 4 is soft to very soft and is a l�custrine deposit,
�aid down by slow or stagnant water(most Iikely a lake). ,An analysis of elevations of onsets
and dissipation of this materia!indicates that this depc�sit slopes downward to the northwest_
But,and most importarttly,this material is only normaIly consolid�ted or slightiy better. That
is,it has apparently settled down and consqlidated only enough to�upport its own weight attd
possibly the weight af the uncontroiled �ill �bnve. Any additional weight, such as that of
replacement corrtroll�d �tll �nd structure weight or Iandscaping material, would trigger
further eonsolidation (loss af water content) and significant settlement. Most clays in this
area are overconsolidated, usually as a result of tens �of tht�usands of years of an .
- overburdening glacier sl w forcing water out. However, in this case, the deposit appears
ta be originating after the last glacial period.
With depth, mater�ia�s become sandier and better consolidated. These materiats src
gl�cial till and persist to bori�g t,erminatiat�.
Labaratory tests were performed upon representative sample a�the lean clays found in
a1l borings. The results of the most important test (Atterberg Limits) are contained in test
reports attached to this report behind the bore logs. These results are �iso indicated on the
logs in summary form. Moisture contents�t other locations are reported onfy at appropriate
locatians on the boring logs. Especially regarding the upper lean clay in Borings 1,2 �nd 4,
the tests indicate somewhat high moisture contern at �rst (41%�-50%) with a
correspondingly low estimated dry density. 'These moisttue contents are fairly close ta or
above the liquid iimit(43.6%), confuming that they have undergone oniy slightly better than
normal consolidation. Moisture contents at only a sli�htly lower level (35%± and lov�rer)
indica#e a better degree of overconsolidation to date.
Refusal to auger advancement was not encountered in the borings, indicating lack of
bedrack to depths drilled.
Soil moisture contents of soil encountered varies with depth. As indieated above, upper
material in three borin�s are generally of elevated moisture content. But,there sometimes is
a thin layer of lower moi;�ture content clay above,just belaw the buried organic soil. This is
what is known�.�a"felse battom". Eventually,moisture contents become more normal with
depth. Free groundvva�er was found in the three mentianed barings as indicated by standin�
water in the bore holes a�ter a standard period of monitorin�. The recovered naharally
DEC•-1•5-2004 10 :01 AM H. M. BOWER 828 724 4643 P. 16
-�- •� SOIL BO1tINC LOG
�atar�.Cate Geatechnical �ngin�ering, Tnc 2�.�,2 l�j�th gt g
`'��3toaemount �(A1 SSObA
Propos�d Single Fami�.y Reei.det�ee �
R�Q,���T: 1925 �ke�vi.e�v Terrace,, Oro�o, Minaesota -- - .'�' �
LOG OF eORING NO: S
D�P'T1"i ~�SUiiFAC�ElEVJ1TfON: 1�13.6 �+�� sAMALE LA9 d OTHE9 YEaI'S
�N GEOlOQ1f N W8
FfET DESCRIPTIONANDCl.AS51FI�ATION � }� 7YPE !1 W �OE, p�.�:
. MisCur� of LEAN CLAY, Predominantly Uncon-- N I F'A
�'•� Ve�y Dark Brawn, w/ D'ark'Xellowish trolled
� Bro�n (CI,), m/ ORGANIG 80IL, S].�ck (0 �i1� *mo3st r�
2 a a fev� emalz roote, Fro�en tio 1}'+�* tt�d
• � moist, looae to firm N 2 FA
! 3 �
I 4 I,xA,N CLAY, Org�nic, Slack OL Suried N 3 �A �
� 4� saturated, mcdium Topaoil � �
5 LEAN f�iY, Ye� ow ah Brown, mottled �
� (CL), sgturated, medium Glacia2 �T � FA 5.0 I
� � Till
�onwaterbear3ng SAND inclueion � I
@ 6�
� �
I LEAN CI,AY, w/ a Xi�tle eand, Aark Gray N 5 FA 19.8 �
+ ieh Br��,n (C�,), w/ �Cr gravel
� eaturated, atiff • �
' i� 10 �
End of Boring � No Refueal �
; 11 ,
�
( 12� �
i '
1��Bore ho1� backfilled w/ nat�.v� ,
auttinge on 19 F�bruasy 2004 �
� 14
15
�
16�
17 I 18
19 �
20 (21
, o !
WATER ��V�;. MEaSUR�MENTS pRiLLING DATA _ �m
OA7E�'f1M �1lIIpLEO G►SIMG WVE-IN 0111LL.lNG WA'I'EA ��_+ - - -- ------- -- �.�,.l.r �
DEF'Yf1 OEt�T11 D£P'TH MUO LEYE tEYEL Crlw�httt__„�� ��
18 Feb 14:O1 10� 8 � None Ma�hod:.�" pn�rer Fi i����,�r,:�
" " � 1�+•31
,� �t �2h{�� Dadge Power iW g
.
19 �� Y14i�Fg 8�� tl w .
�ori�a Cofiq�tta4:18 Februar� 2004 �
._�_._.�.
nEC-15-2004 09 :53 AM H. M_ BOWER 828 724 4643 P. 04
1925 Lalxviaw Te�ru�e,flrv�o 1�1
. �
occuning clay samples wer�, as a minimum, �,'c�y saturated (all pores fiiled with
water). Some of them were not w�tg arin� (capable of releasing this water). Soft clays
usually release vuater,but slowly.
When analyzed for elevation, groundwater is at approximate ele�vation 1003 to 1005. 1�
a�.Deazs to slope da�wnward to the eastsoutheast. However, as free graundwat�r and free
groundwater flow is a samewhat embiguous situatian in clay, present graundwater levels ar�
n�t repr�ented on tk�e bore 1ogs. Ora a site such as this, surface water levels usually dictate
lowest building slab levels.
Maxim,um groundwater that the site has experienced in the past and could experience
in the future could not be determined or�redicted based upon soil boring evidence thus far.
it is speculated that, temporarily, maximum groundwater in the reasonable future may be
approximately equivalent to l 00-year flood elevation, if any, in the are�a�.
In any event be advised,�s explained in the attachment,that groundwater may sti i I occur
and vary accordit�g to various climatological �nd metcoro�ogical influences undetermined
within the timc fisme, sc�pe and budg�t allowed in this investigation. In addition, area
development patterns and drainage alterations can influ�ncc soil moisture and goundwatcr.
Bear in m�nd that indicated results are for time and conditions of testing only.
lte�er to the individual boring logs far a more detailed descriptien of soils and moisture
conditions encountered.
" CONCLUSTdNS ANb RF,COMMFI�DAT�ONS
The �ollowing conclusior�s and irecommendations are based upon inter�reted results of
boring lags, their�relation to the planned wark, and other infvmiation. Because the borings
and laboratory tests represent a small portion of the site in rel�tion to the propos�d areas of
work,ongoing review of construction should be earried out. If excavations reveal subsurface
soils of a different nature th�n thase observed in the b�rings or if the lor.ation or elevations
of the planned �work are altered significantly, the Soils Engineer should be contracted for
possibly reviQed recommendations (see #6 below en� thc foliowing "Limi�tiOX1S of
Investigation"),
1. Gener�l �ite Suitabili�,y_ �
Bssed upon intErpreted r�u1t�of the borings, it appears that the site has some limitations
regarding suitability fvr congi.ruction_ Thes� mainly consist a£the presence of uncontralled
�tl,buried pe�ty and argani�sail below, lo�uv stren,gth vatying deposit thickness clay subsoi(
just below that is highly pronc to di�erential settiement due to consolidation, �oundwater
at sueh levels that could complicate site�orrection samevvt�at,and the need to adapt the sitc
for the prop�sed usc. These lirnitations are correctable by adequate foundation engineering
and further monitoring of soils �s C�t�struction procceds.
2. itial S ite Pr��,i�n:
This a�nalysis is based upon the building being,as indicated earlier, of split-levei or slab-
an-grade design configuration with footings at frost protection depth(3.S')ar geater.Lawest
slab elevation is assumed�to be approximately 9b. For an ordioary cut �nd �11 type of site
eorreetion,the proposed building addition pad area,avers�ed es necessary,should be cieared
of all arganic,loose or�,frozen or atherwise unsuitable soil,uncontrolled fill,vegetation,
�EC-15-2004 09 :54 AM H. M. BOWER S28 T24 4643 P. 05
t925 L�keriew Terrea,Oronn MN �
—5—
debris and bouiders(3"+)prior to structure or fill placement. Hased upon soil boring results,
this would app�ar to reyuire exc�vation depths/elevations as faUows:
p�R�ll . Elev
Boring 1 10' 1003'/z±
Boring 2 9' 1004'/4±(water at 7�/2')
Boring 3 5' 1008`/z±
Boring� 12' 1000`!z (water at 7'la)
Boring 5 4'/; 1009'/,±
Variations are possible at other locations in the building pad �rea. This correction invatves
not only the old fill and organic soil but, at three borin� locations, 2'-3..5' of overly 4oft clay
just below in the northwest porti.on. It is clear that, to minimize cost and di�iculty, the
proposed residence should�e located as far s�utheast as poss�ble. The dif�icuity here is that
the available uplsnd building area is more restricted. Some wetland �illing, alteration and/or
replacement may be required. Also,there is an existing power service lit�e running aeross the
southeast portioc�of the site.
At two of the locations, the excavations will be below groundwater, but it may
eontrollable by mere sumping. The�xcavation contractor should decide for himself the nature
and extend of dewatering necessaty. The resulting void area shauld then refiEied with
n led (base of exeavation ins�cted and doeumented, f ll compacted and tested) up to
. footing and slab levels.
It should again be emphasized, however, that the estimated depths af excavation of
unsuitable soil given abc�ve are preliminary estinnates based upan random test Incations.
These should be considered preliminary estimates only, tc� be vetified by actual excavations.
In fact,for construction quantity purposes,a small amount of additional estimated excavation
depth shoutd be added to that given in the logs to conseroa�ively allow for variations and far
inadvertent over-excavaiions which are impossible to avoid when power machinery is
employed far the purpose.
Altemative foundation p�ssi�il�ties are fiuther discus4ed in#4 below.
Excavated organic material,uncontrailed fill,soft clay soil,wet unstabie soil or other soi]
contaminated with topsoil, vegetation, etc, should be disposed of oi�site, or in landscaping
ar�as, where the bearing of weight will not be required. There app�ars to be no opportunity
to saivage soil from the excavation for re-us� as controlled fill as ail samples reeover� to
date is contaminated with organic snil �r is actually organic xn nature. Most likely, ihe
earthwork contractor will import�ill for use as controlled fill.
Refer to subsequent gections for more detsiled and specific recomrnendations fnr site
correcfiion reearnrnendations for each structural component and for foundation�Itematives.
3. F n
For purposes of proposcd construction, foundations and fill to support foundations must
. rest upon a�nd over mineral(non-organic) soils of adequat� b�aring value. For single family
residences, x bearing capacity of 2Q00 pounds �r square foot (ps� is usually targeted,
although most residence.g actually bear much less.
This analysis ofsoil for foundation pwposes is based upon a likely design eonfigur�tion
and location and the estim�ted �rades assumed abvve. If there is arry significant deviation
�EC-13-2004 09 :5� AM H. M. BOWER 828 T24 4643 P. 06
1925 Lskeview Tcnaa,prono MN
--6--
� from any ass�tmptions indicated herein, then these recomm�t�dations may have to be
reconsidered.
• If the site is prep�red as autlin�l in#2 above, removing unsuitable soil, performing any
furCher exCavations �s nece5sary, pl$cing controlled fill as necessary, then footings may be
designed allowing no more th�an 2000 psf feundation bearing capacity (normai spread
�ootings). This value is recommended an the basis of soil finnness �t ar near proposed or
iikely footing leveis and recommended compaction level of eontrolled �11. This tak�s inta
account shear failure patential near�eoting levels and the nature of deeper soil regarding
sattlement�otential.
Fill,as reyuired,shauld be placed,compacted,and tested as per the"Fil1 Placement"(#5)
section foltowing.
The abc�ve should provide a�actor of safety against f�undation failure of approxima.tsly
3. Over-all and differential settlements shauld be less th�n t3.S" and 0_25", respectivety. Ifa
more refined estimate is required, further study and analysis would be necessary.
if the site is graded to different levels th�n indicaCed �bove, if thE type of buildings
propased chan.ge, or if soiis of a significantly diff�rent nature are discovered during
excave�tions, the office of Intetstate Gec�t�chnical Engineering, inc should be eontacted for
re-analysis and possibly revised recommendations. ,
It is not recornmended to place footings upon or over oz�ganic sail or any other unsuitable
soil or to deviate from recommendations cc►ntained herein as excessivc differential and total
settlement of the shucture could result. Building over the soft clay soil, without removal
would result in a slow consoiidation over the years of several inches. A residentiai smaeture
would be severely d�rnaged as a result and thc situatian coiild be life�threatening.
it is not recommended to lower foundations, beyond their typica! levels,to minimize
the oversi�ifig required. T'his is because even with the very soft clay removed, the clay left
inplaee is toa soft to adequately bear direct footing cantact nar the stress of fnotings just
above. These recommendafiions need a sufficient depth of�11 to allow spre�d o�load with
depth to tolerable levels.
4. te ations: .
,As an altematave to dealing with problems noted abovc regazding depth af excavation,
two types af aiternative foundations are possible here: (1)columns and pad.footings,and(2)
anchor or driven piling.Reg$rding(i),this rvauld involve drilling foundation holes at regular
intervals(eg, 8'-10')to suitable sail �evels (typically the deeper well consolidated clay soil),
constructing cireular pad fou�dations at the b�ttom, and placing columns to normai
foundation level. Grade beama�etween columns�uvould be necessary. Services af a s�ru�tural
engine�r would also be neccssary ta anal�ze colum� loads and to design grade beams.
COriStiUCtipn complicatians wauid .i�clude an installation that would be dif�'icult and
some�what "blind"due to groundwater and the difficulty of keeping holes (up tc�20'+ deep)
open until pads and eolumns are completed. The site soil being clay, wellpaint dcwatering
dces not appear to be possible.
To fully inv�tigate this possibility, preliminar,y structttra�l calculatians� should b�
perfarmed to establish column ioads far various column spa.cings. Then, additional testing
to determine bearing capacities and settlement estimates should be performed. This would
DEC-1'S-2004 09 :56 AM H. M. BOWER 828 724 4643 P. 07
��S LAICCVICW TdttlOp,O[Oa0 N��
,�
� involve SBS penetration testing and possibly consolidation testing. Most likely, the design
of footings would be controlled by settloment potential. It is not�ecommended to install this
type of foundation"blind"if the installation holes are not successfuily de�vvatered.
It may be possible to construct th�cesidence on a type nfpiting foundation_ Driven piling
� may be an option despite the f.ully developed nature of sunroundings. Noise, vibratians, etc
associated with install�tidn tn�y be somcwhat mitigated by the larger than usual distance to
neighboring residences. Yet,there would be fihe possibility of damage claims. The �atential
contra�tc�r far this type of work usuatly make4 a preliminary assessment ia this reg�rd and,
if the project proceeds, monitors nearby residenccs for damage and takes responsibility .for
any that dces occur,
Iiowever,as an alternative ta this potential far damage,anchnr piling may be considered,
Anchor piling are a sort of"corkscrew" type of anchor that a�e adapted in a compression
(rather thatt t�nsion, as w�s their original development purpose) sitvation such as this.
inatali�tion is relatively quiet and without vibration and penetratian impacts. But, is rather
� �ostly, morc than thafi of driven piling.
If eitk�er type of�iling foundation is considered,log,4 of sail borings accomplished to date
should be shown to patential cantractors. It is possible that an addition�l boring or two,again
an SBS penetration method, to furrher determine soundness of deeper bgse soil would be
ntecessary. Similar to the above situation far cc�lumns and pads, this foundation �ltemative
would require grade be�ms and the services of a structural engineer.
5• ���lacement: .
Fill material, as required for structural purposes, shauld bc mineral soil, free of debris,
� b�ulders and organic macerial, of such suitable moistuze cantez�t that it can be readily
compacted to speeifed levels. Fill should t�e plaeed and compacted in a manner that will
aliow complete compaetion of the total fill layer to 95% af St�nd�rd M�ximwn Density
according to ASTM D 698.
Frozen xnaterial shauld n�t be used. in ��l construction, nor should any part of the
completed fill b�allowed ta fi�ee�e.
A snil compaetion test shoul� be canducted far every two feet of fitl in appropriate
segments of the area.
Top of fill should extend at least one fvot horizontally beyond the stivct�ue pad or footing
limits. The �ll surface m�y then extend downward and outw�rd an a 1:t slope to competent
soil. It is upon this bas�s that required aversizing should be computed.
6. jpg�tion.and Testins:
Th� Client should retain a geatechnical engineering firm to inspect excavations, make
field jucigments as to subsoil adeyuacy, and to carry out a program of field and laboratory
testing of engineered fill and possibly other materials. This �irm should bear fuli
responsibility for knowledge of contents of this report and for proper intetpretati�n and
. correlation of data.
7. Final Site'�Q,p��r�,phy:
. Final s�il surfaces shauld be graded to provide adequate drainage from structures and
hard surfaces so th�t as little water as possibl� infiltrat�es into soils adja�cent to the structure.
There should b�immediate�nd adequate turf establishment to pr�vent erosion.
�EC-1�-2004 09 :56 AM H. M. BOWER 828 724 4643 P. 08
19as I,akoviow Terrnoc,orono t4nJ
—8— �
LIMITATIONS„OF WVESTXC'rATTON
. The Sails Engineer has prepareci this report using an ordinary levet of care and in
accordanc�c with generally a+ccepted foundatian and soil engineering practices. Becaus� the
� borings �ttd laboratory t�sts t'�pt�esent only a sm�ll portion of the total site and f.or other
reasons, tnterstate Geotechnical Engineering, 1n�, does not warrant that the borings ar�d
labora.tory tests are necessarily representative of the entire site but only of the baring and test
]ocations at tihe tRnae of investigation. Na warranty of the site is rnadc or implied.
The scape of this report is limited strictly t� geotiechnical issues which include
establishrnent af soil profile and only thase conclusions expressly made. Please note that this
wo�k is not intended to document the presence pr absenee of any environment�l
contaminants at the site, .nor for identi�ying applicable local, st.�te or federal iaws or
regulations of� non-g�otechnical nature which may or may not be appliCabl� to this site.
Further, interstate C�x,technical Fngineering, Inc, cannot be heid respansibte f�r facts not
disclosed to the Soils Ftigineer.
�"he bore hot�s have backfitled the as well as possible using native euttings. However,
some continuing settlement may occur if constructio� does not take place in the near future.
If setklement does occur,the Client should backfill with additionat soil.
This report and a11 supporting i�nformation is furnished only to the Cii�nt anc! his assigns
for the designated purpose_ No repr�ntations to other parties or for other uses are made_
� Most soif samples retrieved during the investigation process were classified in the fteld
by a Soils Engine,er and were immediately discarded. The snit san�ples that were retained for
possible testin�wil!be retained for a p�riod o�30 days from the d�t�of this report. After 30�
days, they will be discarded unless a request is reccived to retain them ft�r a lang�r period.
�NGIl�'�ER'S CERTIFICA`�"E
I hereby r.�rtify that this plan, specification or rephrt was prepared by rne or under. my
direct supervision and that i am a du.ly licensed Professional Bn�ineer under the laws of
the State of il�innesota.
INTERSTATE GBO'T�CH1vICAL ENGIN�ERTNG, Inc
�n�rrr�
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gp�a''.;;�N$Et �� tll'�� �v�
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Patrick J Hines, P�, President ,�t 1�Q�6 � �7ate
Registration No. 120$6 �� ��TwR� °�a
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Proo#`ed by: SC �;;��� ,•
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DEC-1"5-2004 09 :57 AM H. M. BOWER 828 724 4643 P. 09
• � � • . —�------- - - - -- -------•— —o�..�����..,p+ ���
� UNIFIED SOIL CLASSIFICAT'YOti'
� M�jo�a'�m G�� T��+� Labor�tory ch�ti�IptloR qi�eria
Gw W�-Vidas tr+vrfa•/rave!-ynd � C„-�ttaur wn&C,.�D_��.Os�Weeu i �n�3
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� s 9.r
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� � °� � � line or P.1,kss Nun a
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Y � � ! � � enuauns =$ �v a �►bove••q•.G�e with p.i.
Z �_ '� a_ � ° � .i�� ba�een ; u,d y �re txv-
� � ! � y Y ,.„ - i. d e r l i a l ��s� r e Q u�A n� w!
� '_ ` � � V = v v'� J�
ra �+ CloVey�vels.�ravel•sandtLtV
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� � •?; � mutur� •A= line w�h P.i.�rcaur rhan 7
�� • �o ' '
� � M � $W Well•OradeO sands.araadly � � ; . ' ��,D.• prr�er:h:e�:[�.�D•�,
, : v- sands.little vr no finrs 3'•r • , . —' • D.aa��"r'' 1�d 3
D,
v
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ti
+� .7 M- yot meetinE all Eradauan r�qui�emen« f0�SW
� � sands.littie pr e�p�na o � �
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a 31 -- � � �� � � .
� � • r= �' "� � ' � a y �; Alter:tir limi[s atiow ..A,• '
� T S�In�ssnd�.]attd-siN � .,� &
s= `' a ifli.tlllf6 � �� �'� � line or P.1.;as�han� ��mit]plotling in ha��hed
� = �s � � u ��^: '; C ione with P.1. betaeen 4
: 3 � +� � ;e",=^_ �nd"ue hordrrhne c.ues
��� � � � 'E� � % = rcqwring use of�uai s�m-
, �' � � � C1ave.v Su+dS_Ya,tdtiay mix• � ° ' ..i ., ,�aC:bCrL ILILts abcrt"A" b01s
Y X .�;
t �u:6 �t x� bne wiih P.(.�ter ihan- .
� � Innraanic silts s�nd veY. �ne
yiL �'ds.rocr nout. sihy or clarey �0
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�
� fQj11t plast�eiey Fa efa���fie�uen oi nne•ira�ne[ � .� � �
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e Inor;anic days of lo�to me- Sp tr++ned;�de.
��urbe► Lim�ia + � � -T�
� � dium plastic�[�,�a�ell�eia�s. S plo���e� ,e � i
` � �" salldy cb>7.sikv etavs.kAn hue"e� �.ea are baden�ne Cias.- ,M : �
� � � � , . �lwirons reg.�nnR ux o( sua� ; . .
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360 Hwy. 10 8outh, Suite 101, St. Cloud, MN 56304
(320) 259-6575 � Fax: (320) 269-6991 • www,duffyeng.com
August 19, 2005
Concrete Structure inc. - . '
Attn:Jerry Fitzlaff
2600 Fernbrook Lane
Plymouth, MN 55447
Project: Homes by Joe� 1925 Lakeview 7errace, Orono,MN
Rg: Grade Beam Review
DearJerry:
We have reviewed all the information that was provided to us from you, Bruce with the City of Orono, Atlas
�oundation, and John Thiesse of BKBM. i'he interior grade beam that has been questioned by Bruce is a 32"
wide by 36"deep grade beam with (6) #7 bars top and hottom with no shear steel. This beam was placed in
two pou�s with a cold joirrt located somewhere between 6 and 12 inches from the top of the beam. These
beams span 15 feet between helical anchors. In our opinion this grade beam is adequate to support the loads
indicated by All American Homes that range from 15,000 pounds to 21,300 pounds placed 7 feet on center. In
our opinion, the top steel is not required to support the indicated loads and a beam depth of 18 inches is
sufficient to support the building. According to conversations with all parties, there was somewhere between
24 and 30 inches of concrete provided in the first Ilft of concrete.
Please feef free to share this letter with the local buifding official and others as required. You may contact me
at(320)259-6575 if you have any furt#�er questions ar comments regarding this matter.
Sincerely,
R Seavert, P.E.
oject Engineer, Duffy Engineering&Associates, Inc.
Minnesota Regisiration#41971
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� 5930 BROOKLYN BOULEVARD I SHEET N0. �
BKBM � MINNEAPOLIS,MN 55429-2518 PROJECT N0.
ENGINEER$ �i PH:(763)843-0420 FAX:(763)843-0421 I� DATE t'�'" �� - ��
� DESIGN OF ���.� ���-t�„� ���,��✓'l-��;,�� ��"'� I DESIGNER � c�TM
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I herehy certiFy that this plan,specificatbn,or report v�s prepared by ``����,,
_ � me or under my direct supervision and that I am a duly Licensed �y n\'
Professional Engineer under the I of the state of Minnesota. ��
� x �
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v Date 7 � � Lic.no. 18966 ! �\N�
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� MINNEAPOLIS,MN 55429-2518 � PROJECT N0.
ENGINEERS � pH:(763)843-0420 FAX:(763)843-0421 i DATE
DESIGN OF I DESIGNER
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i hereby certiFy that this plan,specification,or report o�es
prepared by me or under my direct supervision and that
I am a duty Licensed Prof�sional EngMeer underthe
laws of the state oi Minnes .
� John B.Thi�se
� Lic.no. 18966
'� 5930 BROOKLYN BOULEVARD i SHEET N0.
BKBM � MINNEAPOLIS,MN 55429-2518 � PROJECT N0.
ENG/NEERS .�� PH:(763)843-0420 FAX:(763)843-0421 DATE
-
DESIGN OF DESIGNER
1
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B� eam: M1 `
�
Shape: RE11.875X7
Material: MicroLam
Length: 24 ft
I Joint: N1 A k
J Joint: N3
LC 1: Service Loads
Code Check: 0.000 (bending)
Report Based On 97 Sections
,
Max: 23.306 at 12 ft 3•qSv �vc = �=9 USE b ���-
X �� ����
;-�.a.,,�<,��:r��. i s�;�. �p,5" c.�,���..,
�a ,3'�+,';;� : .��
x ,
fa ksi
V k
Min: -15.06 at 24 ft
Max:3.365 at 12 ft Max: 46.14 at 12 ft g,�Z j ��'F����';� - �.� J5 F'` � �;'�``
� t £ �,�:,
M k-ft
fc ksi
Min: -45.071 at 21 ft
Max: .017 at 11 ft
ft .�� ksi p ��
Min: -3.365 at 12 ft Min: -.398 at 19 ft
�;
B� eam� M2 �
Shape: RE11.875X7
Material: MicroLam
Length: 24 ft
I Joint: N3 A k
J Joint: N5
LC 1: Service Loads
Code Check: 0.000 (bending)
Report Based On 97 Sections
Max: 15.167 at 12.25 ft
V ' k
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Max: .003 at 12.25 ft
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Beam: M3
Shape: RE11.875X7
Material: MicroLam
Length: 12 ft
I Joint: N5 A k
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LC 1: Service Loads
Code Check: 0.000 (bendingj
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BKBM82 . July 28, 2005 at 4:06 PM
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Designer : BKBM82 4:05 PM
Job Number : Checked By:
Joint Reactions (Bv Combination)
LC Joint Label X k Y k M k-ft
1 1 N1 0 13.381 0
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Member Label Di 'on Start M nitude k/ d End M nitude de Start Lo tion f...End Loca' n ...
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3 M3 Y -.024 -.024 0 0
Member Point Loads (BLC 1 : Total Service Loads)
Member Label Dir ion Ma nitude k-ft Location °
1 M1 Y -10.616 0
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Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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Owner/Contracto ite:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
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Owner/Contr it :
Inspector.
White Copyllnspecto�'s File Canary CopylSite Notice
� � TE TIME �
���CITY OF ORONO CALLED IN 9 �q-0�
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Call for the next i spection 24 hours in advance. (g52) 249-46��
OwnerlContra s e:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
�' � �� � D TE , TIME �
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� OWNERICONTRACTOR TO MEET Y'OU:_YES_NO
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OwnedContractor on site:
Inspector. / _ � /...��/� �'
White Copyllnspector's File Canary CopylSite Notice
� � W � I ( 1 v DATE TIME
CITY OF ORONO CALLED IN �
INSPECTION N SCHEDULED
PERMIT NO. ����3 c �
ADDRESS � ! o'�� �%� K�--/�1�IL�-� 1�-) /`�—i !�
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Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
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OwnedContractor on site:
Inspector. IiCJ � �
White CopyllnspectoPs File Canary CopylSite Notice
DATE TIME "
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED
PERMIT NO. �S�o7� COMPLETED �' Z 2'v5
ADDRESS �°t 2S L��'cv►�.w -rC ���c.�
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White Copyllnspector's File Canary Copy/Site Notice
DEC=15-2004 09 :58 AM H. M. BOWER 828 724 4643 P. 10
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