HomeMy WebLinkAbout2003 - P06241 - new structure PERMIT
CITY OF ORONO Permit Number:
2750 Kelley Parkway - PO Box 66 P06241
Crystal Bay, Minnesota 55323 Permit Type: New Structure
(952) 249-4600 Date Issued: 5/28/2003
SITE ADDRESS: 925 Willow View Dr
Long Lake,MN 55356
PID: 28-118-23-44-0008
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential
Permit Class: Building Census Code 101
Permit Type: New Structure Permit Sub-type(s): New Home-Single Family
DETAILS:
Approved per resolution#:
Separate permits required: Plumbing Mechanical Fireplace Water Connection Sewer Connection irrigation Electrical(state)
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 4,183.75 Valuation: $ 700,000.00
Plan Review Fee: $ 2,719.43
State Surcharge Fee: $ 350.50
SAC Fee: $ 1,275.00
TOTAL FEE: $ 8,528.68
APPLICANT: Brenshell Homes OWNER: RVC Homes
4052 Oakland St E 1003 Twelve Oaks Circle
St.Bonifacius,MN 55375 Wayzata,MN 55391
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.
i 2
APPLICANT'h.'1 ITEE SI NATURE ISSUED BY SIGNATURE
Cdpies: 1-File(Siznitures Required), 1-Applicant, 1-Monthly Reports. 1-Assessin2, 1-Finance Page 1
.CV
Total Fee: $ ?o-(0 Date Received: Y
Entered By: _ Permit #: .4o( 2(7//
CITY OF ORONO - BUIL ING PERMIT APPLICATION
),` '� All information must be submitted in full before plan review will be started.
(please print all information)
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THE APPLICANT IS: (circle one)"" OWNER OR CONTRACTOR
JOB SITE ADDRESS: 2S W tt Uow Vtc 'D2 . ZIP:
NAME OF OWNER:fT)(ZENSI-FEu- 1-70,146 14C . PHONE: (home)
(work) 95Z-LF 4 to-lig('
MAILING ADDRESS: LIQSZ C kiet L CITY: . ekµtOctal S ZIP: S5315
EAT
CONTRACTOR: j(1. 51 (- PHONE: q ` 4(o -(2d y
CONTACT PERSON:, fMir-I MOBILE/PAGER: (0(7. '2$2 - `1`�g Z
MAILING ADDRESS: Lfpj 2- 0a,� (ci, SA-, CITY: • V% du ZIP: I�L 5S37S
STATE LICENSE: #
ARCHITECT/ENGINEER: (�„ P 1 !. h ► l A + i I HONE: ��p3���O CO
MAILING ADDRESS:t - CITY: L ZIP: 9
NAME: j14 (7 N REGISTRATION
�V 'TE*-(Ob
TYPE OF WORK: New/1c
x Addition Accessory Structure
Move Remodel/Alteration Land Alteration
PROPOSED WORK(describe in detail): AJ (*WC COAL 72.0 L/7�0✓
STORIES: 77 Q.FEET OF EACH FLOOR: T' 14(e( y FF CAS( 5C5C I�1og
NO. OF BEDROOMS: 1 GARAGE STALLS: ATT. 3 DET. CD
ESTIMATED CONSTRUCTION VALUATION(excluding land): $ -70 COO
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. �1
APPLICANT'S SIGNATUREs� > -
DATE: l'71-2 -c3
NOTE! Parade of Homes events require separate permit approval by Police Department and
City Council 60 days prior to the event. Non permitted events will not be allowed.
9
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subdivision 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 An individual asked to supply private or confidential data concerning himself
shall be informed of (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide
system;(b)whether he may refuse or is legally required to supply the requested data;(c)any known 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 supply investigative data,pursuant to section 13.82, subdivision 5, to a law
enforcement officer.
The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund
instructions instead of on those forms.
Subd.3. Access to data by individual Upon request to a responsible authority,an individual shall be informed whether he is the subject
of stored data on individuals,and whether it is classified 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 desires,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 unless 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 request 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 authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days
of the date of the request,excluding Saturdays,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 additionalfive days within which to comply with the request,excluding
Saturdays,Sundays and legal holidays.
Subd.4. Procedure when data is not accurate or complete.An individual may contest the accuracy or completeness ofpublic 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)correct the datafound to be inaccurate or incomplete and attempt to notes
past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notes 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 disclosed data.
The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating
to contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S.13.04,Subd.2, "Rights of subjects ofdata",we would like to inform you that your requestfor 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 information you furnish will be used to determine your qualification for the permit or license requested.
2. You may refuse to supply data,but refusal may require that the City deny the permit or license.
3. The information may be shared with other local,state or federal agencies to the extent necessary to process the permit or
license.
4. If your requested permit or license requires Council action to approve,some information may become public.
5. You have certain rights under M.S. 13.04(see following page)to review private data on yourself.
6. Your full name is required to process this application or permit.
PLEASE PRINT
First Middle Last
Address
City State Zip Phone
I 1:erstand. i s is a s d ffbove.
/ � �.
i• . ure
4
10
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESSOR LEGAL: O 2 .
PID:
DESCRIPTION OF WORK: iv e w f2 $
ZONING REVIEW BY: V/ CP-ww_ DATE APPROVED: S-7g •03
BUILDING REVIEW BY: / DATE APPROVED: s-' - ' a 3
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes i No
PLAN REVIEW Yes ✓ No SEWER CONNECTION
STATE SURCHARGE Yes ✓ No WATER CONNECTION
INVESTIGATION FEE Yes No ✓ PARK FEE
SAC Yes ✓ No SITEINSPECTION
Number of SAC-Units j. OTHER (specify)
ZONING CHECK LIST Zoning District:
Fire Department: Post Office: School District: -
Lot Area: Sq.ft. Acres Width Depth
Survey Submitted: Yes ,L No Date of Survey: `-i• Z-0 • 03
Proposed Setbacks:
Front(Lake): I (-81 Right Side: 35
Rear(Street): I SC, Left Side: 30•`\
Adjacent Structures: NIA Wetland: --
Building Height: Def. Hgt. 30 Peak Hgt. 36'
Lot Coverage: 0.1c-
Grading: Staff Approval Date: s-i 3- 0) By: ci4.0. Council Approval Date: —
Septic: Staff Approval Date: Al/4- By:
Zoning File: # — Resolution: # — Resolution Date:
Shoreland District: N(�
Avg. Setback: Bluff Setback: Lot Coverage:
Existing Proposed
Hardcover: 0-75'
75-250'
250-500'
500-1000'
Hardcover Variance Required: Yes No Date of Council Approval:
REMARKS (in house):
7
BUILDING REVIEW CHECK LIST
UBC: i2 3 CONSTRUCTION TYPE: VA(
Sq Footage $Per Sq Ftg
Basement x _
1st Floor x _
2nd Floor x _
Garage x
x
TOTAL
Estimated Construction Value: $ ?00,Op 0 42'2-
Inspections Required: Work Requiring Separate Permits:
Site X Plumbing Fire
Hardcover Removal p( Mechanical Water Connection
x Footing Septic __ Sewer Connection
�( Framing Fireplace Ax. Lawn Irrigation
< Insulation
(M
Wall Board pe
Other
p (Mfg.) Well(State Permit)
Final Grading/Filling __ Electrical(State Permit)
Other
REMARKS(LST HOUSE):
•
-------
REVIEW BY OTHERS: DATE: --_-- __
Access: Existing New
Access Approval: Date By:
REMARKS (TO BE NOTED ON PERMIT):
•
8
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FROM : D.F.P. PLANNING a DESIGN, INC. PHONE NO. : 651 638 1412 Apr. 28 2003 07:42AM P2 1?L,FFG:
Permit Number
MECcheck Compliance Report
1999 Minnesota Energy Code
MECcheck Software Version 3.2 Release i Checked By/Date
TITLE: 203162
COUNTY:Hennepin
STATE:Minnesota
ZONE:2
CONSTRUCTION TYPE: Single Family
DATE:04/28/03
DATE OF PLANS:4/18/03
PROJECT INFORMATION:
L07,BO1 -WILLOW VIEW
Ci 2S WILLOW VIEW
ORONO, MN
COMPANY INFORMATION:
BRENSHELL HOMES
COMPLIANCE:Passes
Maximum UA=743
Your Home=627
15.6%Better Than Code
Gross Glazing
Area or Cavity Cont_ or Door
Perimeter R-Value R-Value U-1 actor UA
Ceiling 1:Raised or Energy Truss 1651 44.0 0.0 36
Wall 1:Wood Framc, 16"o.c_ 4531 19.0 0.0 219
Window 1:
Above Grade,Vinyl Frame,Double Pane with Low-E 628 0.370 232
Door 1: Solid 72 0.140 10
Door 2:Glass 48 0.370 18
Door 2:Glass 72 0.370 27
Basement Wall 1:
Solid Concrete or Masonry,9.0'hr/8.5'bg/9.0'insul 882 11.0 0.0 49
Basement Wall 2:
Solid Concrete or Masonry,3.5'ht/3 0'bg13.5'insul 88 11.0 0.0 6
Floor I:All-Wood Joist/Truss.Over Unconditioned Space 924 30.0 0.0 30
Furnace 1:Forced Hot Air,90 AFUE
Proposed and Maumum U-Factor Averages
Proposed Maximum
Average U-Factor Allowed U-Factor
Above-Grade Windows and Glass Doors 0.370 0.370
Includes Foundation Windows>5.6 ft2
t v
FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 Apr. 28 2003 07:42AM P3
Floors Over Unconditioned Space 0.033 0.033
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building
plans,specifications,and a ther calculations submitted with the permit application_ The proposed building has
been designed to meet 1999 E • gy Code requirements in MECcheck Version 3.2 Release 1.
Builder/De-signer Ale t:
Date : 4/Z&/t 3
DATE , TIME
CITY OF ORONO CALLED IN I -36-4)1
INSPECTION NOTICE , SCHEDULED 2 2-0`I
PERMIT NO. / U(,1-'1 / COMPLETED
ADDRESS % ,5 `r/J//0I) v/ ' 0/' , , /
OWNER /2-3
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Z •. BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 4lgtr._ 14 SEWER HOOK-UP 06 PROGRESS
• MO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FIN 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN
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0 CITATION ISSUED
0 STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
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Owner!Contrag#or-qnfle:
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DATE TIME
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03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q INAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
• OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
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Owner!Contract i e:
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
(55(-4-)
q DATE TIME
CITY OF ORONO CALLED IN /-I 1-O3
INSPECTION NOTICE . SCHEDULED 7-1Z-(*) 1 ;3 O
PERMIT NO. > b b ZI COMPLETED
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Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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Call for the next inspection 24 hours in advance. (952) 249-4600
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Inspector. —kjauLT
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DATEt— TIME
CITY OF ORONO DLZ" / CALLED IN —. (JJ
INSPECTION N I E / SCHEDULED IMV c -3•30 pA4
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• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
ULI 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN (g o3
INSPECTION NOTPE SCHEDULED -(k-o3 .1%3oPr�
PERMIT NO. jQ(o2.4 I COMPLETED
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04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
1, 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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9 DATE TIME
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07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
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INSPECTOR WILL RETURN
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❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractors e:
Inspector.
White Copyllnspector's ile Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN is")
INSPECTION NOT E SCHEDULED �'-(c 0'-3 /,`4c>�'4.1
PERMIT NO. ea tr / COMPLETED 4 —
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•r��..' 12 WATER HOOK-UP 17 SITE INSPECTION
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
10 PLUMBING FINAL �� / 36 FOUNDATION/REMOVAL
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the xt inspection 24 hours in advance. (952) 249-4600
OwnerlContr site:
Inspector. _
White Copy/Inspector's He Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE, SCHEDULED &-03
PERMIT NO. /�OCPo?�/I COMPLETED /. U
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• • 13 MECHANICAL FINAL 19 LAKESHOREETLANDS
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03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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
10 PLUM 36 FOUNDATION/REMOVAL
c OWN CONTRACT TO MEET YOU: YES_NO
c,,• COMMENTS:
cc
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W
CC
(13Q
CC
ORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE
CC
❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
zi BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN
ElSTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
OwnerIContr on
Inspector.
White Copy/Inspector's File Canary CopylSite Notice
06/06/2003 12:03 FAX 8905883 INSTANT TESTING/ALLIED 001
SGB
952-446-1244 Tom Stokes (fax)
952-249-4616 — Orono Inspections(fax)
INSTANT TESTING COMPANY
7125 WEST 126th STREET
SAVAGE, MINNESOTA 55378
952-890-7366 phone
CLIENT: Brenshell Construction
X2i
PROJECT: 92r'Willowview Drive INSPECTION DATE: June 6, 2003
Orono, Minnesota
FIELD OBSERVATIONS:
1) I noted upon arriving that the concrete footings had been poured for the entire
structure and thee wall forms were being put in place. The inspection office for Orono
had requested a footing soils inspection for the garage area according to the builder.
This was probably required since the test on file was from 2000.
(2) We probed with a hand augur and a half-inch smooth rod along the entire length of
the garage interior and exterior footing bottoms. In most situations the probing
reached under the footing and found a soil quite competent for the proposed
structure. The augering with the 1"auger showed the soil to be well-compacted fill
below the footings. This soil also is firm and competent for the proposed
construction.
(3) Although it is not safe to assume that all soil will maintain its integrity(compaction)
Through the winter, this clay did not have excess water that would expand its
Volume and reduce its density.
Submitted by:
Inst•nt Testing Company Date: June 6, 2003
Daniel J. N ghton, P
Seni wil Engineer
Registration No. #20191 (MN)
Mileage 50 mi. #G09 Chief Engineer 2.5 Ins
STS CONSULTANTS, LTD. COMPACTION CONTROL REPORT I FIELD DENSITY TEST RESULTS
10900 73rd Avenue North,Suite 150 PROJECT: Willow View STS PROJECT: 97439-A
Maple Grove,Minnesoia 55369-5547 LOCATION: Crone,MN REPORT DATE: OSl,1f00
k 763.315.6300 FAX 763.315.1(36 CLIENT: Willow view Developers,LLC TECHNICIAN: AS,RW
SolnliorslkroughScienec.c a+gmea,na" CONTRACTOR: _ Doboszenski B,Sons _ REVIEWED BY: _ RCF-
1 w i Optimim In-Race In•Place I In-Place
Test Waximum Water Moist Water i Dry Relative Compactor � Pass
Test Etev Mat'! Dry Density ContEnt Der sity Cmtent Density i Compaction; SpeciftcalionI or
No. Date ;Location or Structure D'agram Attached:i (11) Mark J yeeur(pct) L wpm(X,) (p O '(04) (pd) (%) (%)
.-
Fail
103Q 0 P-1 106.0 12.1 127.5 17.6 108.4 i 1 00 95 I P
26 5/24100 'LOT 5,BLOCK 3 :
27 5!24!00 ;LOT 4,BLOCK 3 1030.0 F-1 106.0 12.1 122.7 i 21.7 100.8 95 95 P
-28 5124!00 !LOT 3,BLOCK 3 1 1030.0 F-1 106_0 12.1 124.7 23.8 100.7 95 I 95 P
29 5/74100 ;LOT 32,BLOCK 3 1034.0 F-1 106.0 12.1 124.8 19.4 104.5 . 93 _- I 95 P
30 --5124!00 1LOT 1,BLOCK 3 1034.0 F-1 106.0 12.1 124.5 18.5 105.1 99 I 95 P
31 [ 5/24/00 WILLOW VIEW CRIVE,STA 23+50 10300 P-1 106.0 12.1 121.2 19.8 101.2 9.5 i 95 P
32 51:5100 LOT 10,BLOCK 1 1 1031,0 P-1 106.0 12.1 122.4 24,5 98.3 93 95 F
4
33 5125100 LOT 7, BLOCK 1 10240 F-1 106.0 12.1 124.8 22.8 101.6 96 95 P
34 5/25/00 LOT 6,BLOCK 3 1031.0 F-2 112.2 16.E 129.4 15.7 111.8 . 1(0 95 - P
35 5/25/00 LOT 5,BLOCK 3 - 1031.0 P-3 109.6 14,5 124,9 17,2 106.6 j 97 - 95 P
T.
36 5/25/00 LOT 4,BLOCK 3 1031.0 13-1 106,0 12.1 123.6 22.8 100.8 i 93 95 4 P
37 5125/00 LOT 3,.BLOCK 2 1031,0 F-1 106.0 12.1 126.6 19.8 105.7 1(0 95 P '.
38 5!25/00 LOT 4,BLOCK 1 10300 F3 109.6 14.5 126.4 18.0 107.1 93 95i P
39 5!25100 LOT 5,BLOCK 1 1022.0 13•1 106.0 12.1 122.0 20.1 101.6 1 96 95 P
40 5/26/00 SLOT 5,BLOCK 1 10230 P-1 106,0 12.1 122.7 22,0 100.6 93 95 P
S
41 5/26/00 LOT 8,BLOCK 1 10190 P-1 106.0 12.1 123.5 19.2 103.6 93 95 P
-
42 5/26/D0 iLOT 7,BLOCK 1 102.5.0 P-1 106.0 12.1 125.5 20.9 103.8 93 95 P
43 5/26/00 RETEST OF LOT 8,BLOCK 1 1035.0 P-1 106.0 12.1 126.419.6 105.7 1C0 95 P
- i
Lebo-story Compaction Method; Mark ydmax w,4,1 Mark ydmax _ w,,, Field Density Test Method: _j USGS Elevation Datum: X
ASTA1 D-1557.79(Modified Proctor) _ ASTM D-1556(Sand Cole) T Depth Below Subgrade r.
ASTM D-698-78(Stancard Prodor) X P-1 106.0 12.1 P-3 109.6 14.5 ASTM D-2922(Nuclear) X Depth Below Finish Grate
Other P-2 112.2 96.8Other ? Other
513 loo 1:13 AM
STS CONSULTANTS, LTD. COMPACTION CONTROL REPORT 1 FIELD DENSITY TEST RESULTS
10900 73rd Avenue North,Suite 15C PROJECT: Willow View _ STS PROJECT: 97439-A
, •` Maple Grove,Minnesota 56369•554r LOCATION: Orono,MN REPORT DATE: 05/25/00 A.. 763.3t5.6300 FAX 703.3'5.1536 CLIENT: Willow view Developers,LLC TECHNICIAN: AS1RW
"Srluriwu,krva#Science&Engineering` CONTRACTOR: _ _� _ Doboszenski&Sons REVIEWED BY: RCF
1Optimum In-Place In-Place ln-Plaoe
•
i
i i Test Maximum Water Moist Water Cry Relative - Compaction Pass
Test I _i Elev Mat'I Dry Density Content Density Content Density Compaction Specfcation or
No. Date Location or Structure Diagram Attached:L _ (ft) Mark ydmax 1;pcf) w (%) (PCI) (%) (Fc0 (%) (%) Fail
22 5/24/00 LOT8,BLOCK 1 r 1035.0 ( P-1 l 106.0 12.1 122,7 29.0 _ 95.1 90 95 F
1
23 5124100 LOT B,BLOCK 1 1030.0 P-1 106.0 12,1 125.7 19.9 104.8 99 05 P
24 5/24/00 LOT 7,BLOCK 1 '022.0 P-1 106.0 12.1 ( 125.4 23.4 101.6 96 95 P
25 5/24/00 LOT 6,BLOCK 3 483.8 P-1 108,0 12.1 125.0 16.E 167.0 100 95 P
_
1
•
I
• ,
- I ,
.
Laboratory Compaction Method: Mark Tenor woo Mark yew w",4Field Densty Test Method: USGS Elevation Datum: X
ASTM D-1557-79(Modified Proctor; EASTM D-1556(Saari Cone) Depth Below Subs rade H
ASTM D898-78(Standard Proctor) X P-1 106.0 r 12.1 ASTM 0.2922(Nuclear) X _Depth Below Finish Gradec.
tither P-2 112.2 18.8 I ,CUier Wier _
. `'t5n&Oo 1:13wa
.la 2225
STS CONSULTANTS, LTD. COMPACTION CONTROL REPORT I FIELD DENSITY TEST RESULTS
10900 73rd Avenue North,Sole 150 PROJECT: _ Willow View STS PROJECT: 97439-A
Maple Grove,Minnesotr 55369-5547 LOCATION: Orono,MN REPORT DATE: 06/14/00 rr
IRL._ 757.315.6300 FAX 763.315.1836 CLIENT: - _ Wilow view Developers,LLC TECHNICIAN:_ RSW
"Sobitiwli!Jammer.V•ience h r•:ugin.-uiiirg' CONTRACTOR: Doboszenski Si Sons REVIEWED BY: RCF
Optimum 1 In-Place I In-Place 1 li-Place . i F
Test ' Maximum Water Moist Water Dry Relati,e I Compaction Pass
Test . Elev MallI Dry Density Content Density Coelent Density Compaction I Specification I or
No. Date •
_ Location or Structure Diagram Attached: : (ft)_Mark ! Ta Pc1)X( . wopr(°4) (Pcf) (%) (PO (°b) (%) Fail
l .
44 6/6100 :LOT 9,BLACK 1 1 1026.0 P-3 109.6 14.5 124.5 22.7 101.5 93 I 95 i F
45 6/6+00 ;LOT 7,BLOCK 1 I 1023.0 P-4 r 104.3 18.7 1176 29.0 91,2 87 I 95 F
46 1 616+00 IL0T 6,BLOCK 1 I 4020. _ P-4 104.3 18.7 120.1 24.5 96.5 93L 95 F
47 6/6x00 1LOT 5,BLOCK 1 . 1020.0 P-4 104.3 18.7 121.4 22.4 99.2 95 95 P
48 • 6/6100 LOT 4,BLOCK 1 1022.0 P-4 104.3 ) 18.7 116.6 30.0 69.7 86 95 F
49 6/7100 /LOT 1,BLOCK 2 1032.0 P-c , 104.3 18.7 1192 22.1 97.6 I 94 95 F
50 6/7100 LOT 2,BLOCK 2 , 1030.0 P-z 134.3 18.7 122.5 22.4 100.2 96 95 _P
51 6/7400 ,LOT 3,BLOCK 2 1033.0 ` P-4 1344 18.7 117.3 24.3 - 94.6 91 195 F_
52 6/7/30 LOT 5,BLOCK 1 1023.0 P-4 1)4.3 18.7 120.5 29.0 93.4 90 7 95 F
53 6171)0 RETEST OF LOT 61 BLOCK 1 1020.0 P4 104.3 18.7 121.5 21.2 100.3 96 95 P
,,
54 6/7/00 RETEST OF LOT 7,BLOCK 1 1023.0 P-4 104.3 18.7 122.8 23.4 99.5 95 95 P _
55 6/7/00 'LOT 8,BLOCK 1 1024.0 P-4 , 104.3 18.7 123,6 240 99,7 96 95p
56 6/8/00 RETEST CF LOT 1, BLOCK 2 1032.0 P-2 112.2 16.6 130.1 14.8 100 95 ~P
57 6/8/00 RETEST CF LOT 3,BLOCK 2 1033.0 P-4 104.3 18.7 125.1 • 100 95 P
58 6/8/00 ,RETEST CFLOT 5,BLOCK 1 1023.0 P-4 104.3 18.7 123.0 21.3 + - 95 P
T `
59 618/00 LOT 7,BLOCK 1 1024.0 P-4 104.3 18,7 120.7 22.4 95 P'
60 6/8/00 RETEST OF LOT 4 BLOCK 1 1022.0 P.4_ 104.3 18.7 119.9 29.3 32.7 95 F
61 6/8/90 LOT 3,BLOCK 1 1020.0 P-4 104.3 18.7 122.5 24.2 98.6 95 95 P
62 618/00 LOT 4,BLOCK 2 4 1030.0 P-4 104.3 18.7 126,3 21.7 103.8 100 95 P
83 6/8/00 LOT 6,BLOCK 1` - 1022.0 P-4 104.3 18,7 124.8 252 99.7 96 95 P
64 619100 LOT 3,BLOCK 1 1022.0 P-4 1C4.3 18.7 123.9 25A 98.8 95 95 P
65 6/9/00 LOT 9,BLOCK 1 1030.0 P-4 1C4.3 j 18.7 1 122.2 233 99.1 95 95 P
Laboratory Compaction Method_ Mark -relax wwi Mark yonai: wool 1 Field Density Test Method: LSCS Elevation Datum: X
ASTM 0-1557-79(Modified Proctor) 1 ASTM D-1556(Sand Cone) Cepth Below Subgrade •
ASTM 0698-78 iStandard Proctor) X P-1 106.0 12.1 P•3 109.8 14.5 ASTM 0-2922(Nuclear) X jCeplh Below Finish Grade _
Other i P-2 112.2 16.8 P-4 , 104.3 J 18.7 Other Cther
t
r • t$39.007.1M 4445 tI14i001:56PM
��
STS CONSULTANTS, LTD. COMPACTION CONTROL REPORT! FIELD DENSITY TEST RESULTS
cPROJ10900 73rd Avenue North,Suite 150
ECT: Willow View Estates STS PROJECT: 97439-A
Maple Grove,Minnesota 553694547 LOCATION: _ Orono,MN REPORT DATE: _ 06£29,00
763.315.6300 FAX 763.315.1535 11
CLIENT: 1Mtow View Developers,LLC TECHNICIAN: RSIV
Solialoasfnremee Szmice h L•rrgiireerrrig" CONTRACTOR: ^�^ Doboszrnski 8i Sons REVIEWEC BY: RCF
jOplimum In-PI.sce In-Place In-Place I i
I Test Maximum Water Moist Water Ory Retattre Compaction Pass
Test I _ Elev Marl Dry Density •
? Content Density Content Density Compaction Specificaticn or
No. 1 Dale !Location or Structure Diagram Attached: ; (ft) Maik yemmx(pcf) ! wept(%) (pc0 (%) (pct) (%) (%) Fail
66 I 6/9/00 LOT 8,BLOCK 1 1025.0 P-t 104.3 E 18.7 124.4 19.0 104.5 100 95 P
s
67 619/00 LOT 7,BLOCK 1 1025.0 P-4 104.3 1 18.7 1209 25.7 96.2 92 95 F r
68 619,00 LOT 6,BLOCK 1 `1023.0 P-4 104.3 18.7 123.4 20.6 102.3 98 95 P
69 619/00 LOT 5,BLOCK 1 1025.0 P-4 104.3 18.7 120A 39.2 92.5 89 _ 95 F
-. 70 6/9,00 RETEST OF LOT 4,BLOCK 1 1022.0 P-.. 104.3 t 18.7 123.9 24.1 99.8 96 95 P
71 J 6/12/00 LOT 3,BLOCK 1 1025.0 P-t 104.3 18.7 120.6 21.2 99.5 95 95 P
72 6/12100 LOT 4,BLOCK 1 ^,T 1024.0 P-� 104.3 18.7 123,8 22.0 101.5 97 95 P_
73 I 6/12/00 RETEST OF LOT t,BLOCK 1 1025.0 P-4 104.3 18.7 1205 24.0 97.2 93 95 F
74 , 6/12400 4F1ETEST OF LOT 7,BLOCK 1 1027.0 P-4 104.3 18.7 122.6 24.0 96.9 95 95 P
75 6/12/00 LOT 8,BLOCK 1 1028.0 Pl 104.3 18.7 1205 15.8 104.1 100 95 P
76 8112/00 LOT 3,BLOCK 2 1034.0 P-a• 104.3 18.7 124.0 25.4 98.9 95 95 P •
•
77 6112/00 RETEST OF LOT 5.BLOCK i 1025.0 P-4 104.3 18.7 1223 20.6 101.4 97 1 95 P
78 6/12/00 LOT 10,BOCK 1 1032.0 P-4 _ 104.3 18.7 123.1 23.7 99.5 95 95 P
79 6/12/10 LOT 9,BLOCK 1 1033.0 P-4 104.3 18.7 1255 20.1 104.6 100 95 P
80 6/131D0 LOT 6,BLOCK 1 1026.0 P-4 104.3 18.7 124.0 23.5 100.4 96 95 P
i
81 6/19100 LOT 11,BLOCK 1 1026.0 P-4 104.3 18.7 121.6 22.8 - 99.2 _ 95 95 P
82 6118/00 LOT 11,8_OCK 1_ • 1030.0 _ P-4 104.3 18.7 123.0 24.6 98.7 95 95 P
( 83 6/21/00 LOT 11, BLOCK 1 1034.0 P-4 104.3 18.7 120.6 29.3 93.3 89 95 F
84 6/22100 RETEST OF LOT 11,BLOCK 1 1034.0 P-3 109.6 14.5 127.0 15.6 109.9 100 95 P
( r i
Laboratory Compaction Method: Mark yanas wept Mark Wax _ wept Field Dersity Test Method: JSGS Elavalion Datum: X
ASTM)4557-79(Modified Procter) I ASTM 0-1556(Sand Cons) Depth Below Sub'rade
f
ASTM J-698.78(Standard Proctor) X P-3 109.6 14.5 ASTM D-2922(Nuclear) X Depth Below Finish Grade
Other ( P-4 104.3 18.7 Other Other
1630c001.xrs 6E44 6r29100 9.:b N.4