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Spring Hill Golf L�vrse A7"C�NI`IO�I BiII Barrh
70G 5pring Ni11 I�oac� 12�Loncrct�t�nd moisture/density test resWts
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QUAN'ET"t'Y DESCRIPT"�'t?l+t
1 SEi af Yest results- �� moisf�ireiden�iry 8z$sets of 3 concrete eompres�ivo tost resu4ts
lti�s� ar� transnaitted{as follpws);
o As Requested � For �our kecords � �br Your Use t� FUr Revr�w and Comm�nt r� _�___
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Affirrnative Actfon �quai Opportur��ty Crnpl4yer
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. ^�_--Y. A D�VISIOM �F SCHL�ELL. & MADSON, IN�.
Carresponddnce tQ;
-- -- 10:EQ WBy�i�Blvd, Suite ?
Minnoto�tktt, Mnt 6b3p5
(6 i 2)548-7fi41
� Fax(B12)�46�5065
�t�t�� �AAOISTUR�lDENat'1"'� "��S'�S CRA�ING
CLIENT S�.Ci11g Mill Gblf Course PRp.iECT' Club Mause
�NGlNE�R Ken Ad�lf PROJ�CT NUMB�R G2�7fi-�01
TES`{' t]A�'� {N PLA.C`,E {N PLAC� N1A?C LA8 %COMP $P�C°ja I�ASS �G�ll` C:�DE
NO DF7 R�o M [7f} GOMf� /�AIL tQ
6 7-24-98 11�.2 9.3 'E98.6 99.�' 9� P S1 AD
7 7-2i-98 �16.a �,� 118.6 98.5 95 P S1 a�
8 7-22-QS 12Q.2 8,0 118.6 101.3 95 P S'1 AD
9 7-22�98 171.2 9.8 1'(8.6 1Q2,2 95 P S1 AU
i(} �-�2-96 �15,5 11.� 115,6 �7.5 �5 p S1 AP
�EST �IEV LQ4A7tiAN CC?MMEl�1TS
t�0
6 Sot�th sl�ri, natth h�l1# 6� belaw subgrade
7 N�rth slab, southe��t comer 7"b�iow�ubg�ade
8 5outh s1�b,west 4�alf-center 4'heiow�ubgr�de
� S�uth sk�►b,southwest comer g��}�
'!(S North siab, centar q' �g[�r�u�jgr��e
COp� PRQCEDURE
A NUCLEAR M�7'HOD ASTM D2922
� SANd CON� METHOQ AS'CM D�55fi
� STAND�,Rp PROCTOR ASl'M 0698
� M{,1pIFl�D PROCTQR ASTM D9557
NOTES: 'k. CJenaEty ieats�re vsl�ci oniy at the locatl�ns and elsvacions tested, h!o repr�esentatfon is mada�s to trie
��equacy caf the filt&nd compactian�t f��t�cns and elevati�r�s ather than thcs�tested.
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� """� �otrespond�rtce ta;
--- _ 7U580 Wayz8i8!�lvd. Su�te f
Minnwfonks, IIAN 5E3E1E
I (��2}546-76�1
} Fax(612)546-9065
�'tEL,D MOIS�UREIL7ENSfTV TESTS i3RADIN ,�S
C�.I�NT �leritage pevalopment PR4JECT Regaf CreeK
ENGIlVEER �C�rt Adolf Paf�JEC�" Nl1MB�R 61�13�004
3EST DA7E tN PI�ACE !N PI.AC� MAX f AB %CAMP SP�G% PA�aS SUI�. CC3D�
NO DD °� M DD •COMP /�AlL !C7
41 $-1498 119.3 7.� 918.6 i00.B 9a,0 P S1 AO
12 8-14-�8 1�0.2 6.b 718.6 101.3 9S.Q P S'1 AD
�'ES7 �k.�Y LOCATION GQMMEh175
NO
11 Ramp, haff way down 6'laafow subgrade
12 North slab, rtorth haif gracfe
CODE PROG�DUR�
A NUCi.EAR METH�D A$TM QZ922
B SAt+lb CQN� M�TMQp ASTM 01558
C STANOARQ PftQ�'�OR ASTM i7�98
a MOD)FiED�'R(?CTOR ASTM q9557
. NOT�3= 1. Density tests�re valid only at the{ocatians and�fevalions tesc�q, No representation is made as to the
ad�quacy of lf�a fifl anc!compactian at IncaEions�nd e�evations vther than those tested.
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CDI'f�Sp01�d6�1C6 t0:
. _ — 105$d Wayzafs��vd, Suite 9
futinnatonka, MN 663416
(�1�)�46-7�01
� Fax(612)5a6-9U65
FI�LD M�ISTU��IDENSITY TESTS CRA�]!NC
CI�I�N7 5prir�g Mill Golf Cours� PR�J�CT Club House
ENGINE�R Ken Adalf PRQ.IECT NUMBER 62�7�M�01
�EST DATE iN P�.ACE 1N RLACE MAX LAf3 %COMP SPEC% RASS SO1L GOD�
ND DD 4/o M dD C�lillf� /fiAIL ip
1 4-149$ 125.3 5.4 118.8 1q5.6 8�.0 P S1 AD
Z 4-14�98 113.2 14.1 118.8 95.5 95.0 i� S� Ap
3 4-14-98 'i�5.3 14.2 118.8 97.2 95.0 P S1 AO
4 7-21-98 116.9 1'f.1 11$,8 86.fi 95.4 P S1 Ap
5 7��1»98 176.1 12.1 119_6 J7.9 95.Q P S1 AD
"�E�T �I.�V 1.pGA�"�QiY COMMENi"S
N4
� 912 Southweat corner af bfdg
� 2 913 Southwe�t��rner af bl�g
3 91'$ SQli1hW9St CqTT16�Of bld�
4 Soutt�west c�nmer ot bidg outsida of wal! Q' be�ow subgrade
5 Wast side os bldg 2' belvw subgra�a
COD� QROC�DURE
p+ NEJCLEAR M�THC]I,7 ASTM 02922
$ 5ANl�GON�METHQD ASTM D'l656
C STANC7ARU PFiOC�f7R AS7M D68$
� MdbIFiED PROC7pf�ASTM Qy5a7
Np'T��: 1. Qensity te�ts are va1i�only at the iacationa and elevations tested. No representat�on�a made as to the
8dequacy pf Ehe fill and compactlon�,t tacatlons�rtd elpve;dQns other than tho�se t�sted.
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�nic� •Mate:ials �En��ranmeni�l
'5�044 21s1 Ave�.re �lortlt
Pr�je�t ancf Locatior�; S��g Nilt Goi�Course F� Clu� Hause O�ona MEnr►esota �atnn��s, ����neso� �s�
o Ardiitecl or fngi�eer. iCe;�Ad�l� {s�z) ssa-�a5s F�:� {s��k 559-0?2� '
�, General Co�trac�or. Sci�oefl & Mads�n
Cvncrete C�tractor.
OwnerEDeve�oper� Sq�inq Hill Golf Coursa GMf Project Rurnher. ?fi34
Su�rt��R: P�+rrr: Pfix: £uNu�:riu�Qu�rr. Y�s
SPEGIFIED SLUA6V: 9.5 SF�ClF:EQ WR CONTEFFi: F2EQllI1�ED STRENGFli AT 2�DAYS: �S�
O [�4TE CA57 SLI�dP
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� 1fl 4-27-98 FoDfing t ?il 5-4 7 29.0 905C10 3� �
O B �-2&96 5-25 2$ 29.3 1439D� 5� Y C
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� ASTiu4 C 31 Stanosrd Proctioe for Making end Curing Concreta Test Speoimens En the Fiakd Date Repart Prepared:
� A5TM C 39 StanOard 7est Metho�f fpr Cornpressive Strern�tb of Cy�in�icai Concrate Spacror�ens May 22, 1896
� ASTN! C 94 Stendard Specifbcation for Rear}y MiK Cancrete rnay� a7, 19�8
� ASTM C 138 Standar�Test i4lethod for Unii Weigi�t, Yield &A�r Conient {Gravimetr�ci of Concrete
o AST�u! C t 43 Standar•�T$st futethod tor Slump of Hydraulic Ceme�x Concrete
� AST'M C 172 Standard PractiGe for Sampling Fres!�ly �,4ixed Concrete
m ASTM C 9 73 Standard'�est Methed for Air Content of Freshly i�4ixed Conerete by tfie Vof�meirEc htethoci
� ASTM C 231 Standard Test�9ethc�Far Air�nnteni ot FrasMy M�xed Con�r�te by iha Pressura Method
r� ASTM C t Ofi4 Stsndard 7est Aieihod for 7emperature af Freshly lVlized Partland Cement Cuncrate
zTest Sgecirnens w�e cast by GME Consuitarits
► Tast Spe�imens wa�e not cast by GiVFE Cansultanu-No nther inforrrEadan is available
�'- 7est Speoi�ns v,�eEe cest in 6" x t2"rstoCds wi�h e d'oss-secti��l area of 28.27 in' u�ess otherwis� noted
Copies to.
• Mr. Ker�.�otransen -S�hoell &�1ad�s�on (2 C�pies) T'rRFS of Fracture kSTt�r C39
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C��V�RET� STREh�GTH �EPORT ���������, ��.
G�atacnrtica� �h7aserials -�mrimnrr�r�a:
1d�p 2�sk Avenue #�ort�
�rojec� ard �fl^..ation_ S rin HiEf G�f� �o;,rse & Club #�ouse Orano Min�esota �;�„��ya;�, �,,�,r�� �s�
� Architsct or E�gineet_ 14er� Adoff {6f2) 559-�859 Fax �6�2j 5�g-072o •
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� Genera! Contra�or: Sch�P� 8 ��Eadso�r
Con�r�te ContracEor:
OwRer,'�eve�aper: Spr��HiEI Goff CEub GA�E Pr�je�t I��tm�er: 763d
SUPPUERR PLAKf' lit1�X: CUAIU:ATIYE Q�lM,FITY: YUS
�P�CIFiED$3.I.F��; �FECIFIE6 AiR�ONTfHT_ FZEQUIRED SlRENG7F1 A7 28 DAYS �SE
�
O DA7E CAS7 StkR�1P ���
� ' (�Y T�MP Cri LOAD :6MPRt5S�
� SET OAiE L4CAtI0N OF CONCR£TE PLACE!„�iy�' BEFokE AFSEp +11� Mlk A1R �ATE AtiE YVY. {LBS- S7RE�7H PRSS
�
� MUaBER tiECEIVEi1 nu5T�A�uST�eueA i6 °F °F 7�lE 7iiUGM. TESTED (QAYSj (lBS1 FORCE� �Y�II Y1a .
C1.1
� 2A 5--4 JB FE)Ohngs 5-11 7 ZJ.rJ �33�SO� 4TZ11 �
0 6 5-�1-98 61 2s 3,�2 19o3oD 6730 Y C
¢ C E'r1 28 3D.Q �863QD 6530 Y C
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� AS?M G 3i Standerd�act3ce for Making and �urir�p Cancratd Test Speciinens in the field Date Report PregaarecE:
�--� AST� C 39 Stanrlard Test Methad for Compressivs Stren�th o#Cy�r�lrecal C�crete Specimens ��1ay 22, 3 996
AS'I'fvt C 9d
� Siandard Specifica�on#or Ready��lix Coacrete June 3, 1998
� A.S7DA C 138 Standard Test h+iet��foa llnit Wei�t, Yield & Air Content(Gravtmevi�} of Cor�crete
o AST��A C 743 5t�dard Test Neth�d fw Shamp of Hydrau{iC Cemer�t Concrete
'� ASTM C 1i2 St�dard Practice fnr Sampiing Freshly Mixed Cancrete
� ASTM C 173 St�dard Test Ntetlr�d far Air Consent of FreshEy EAixed Cancrete by the Volumetric Method
m ASTM C 231
� SSandard Test MetAod For Afr Cuntent of Freshly PAixed Cancrete by the Pressure FAeihod
� A57�M C t�3S4 St�dar�l Test Method for Ternperature of Freshi�•NFix£d Portland Cemeni Concrete
� 7esi SpeGirnens were cast hy G�fE Consc�ItarTts
► Test Specimens wete ttot cast by GME Consultanis -No o[her information is avaiFahie
°i-� 7est Spe�irn�r►s were cast in&" x 12' mokls vtith a cross•sec�onai area at 26.27 irt2 t�n�ess otherwise noted
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MINNESOTA DEPARTMENT OF HEALTH
Division of Environmental Health
REPORT ON PLANS
Plans and specifications on plumbing: Spring Hill Conference Center, Orono, Hennepin County, Minnesota,
Plan No. 982489
OWNERSHIP: Mr. Jack Morrison, 5250 Norwest Center, 90 South Seventh Street, Minneapolis, Minnesota
55402
SUBMITTER(S): LaMere Plumbing & Heating Inc., 8849 North Shore Trail North, P.O. Box 325, Forest Lake,
Minnesota 55025
Spring Hill Golf Club, c/o Mr. Tim Johnson, 700 Spring Hill Road, Wayzata, Minnesota
55391
Mr. Stephen Weckman, On-Site Systems Manager, City of Orono, PO. Box 66, Crystal Bay,
Minnesota 55323-0066
Plans Dated:
Date Received: May 21, 1998, April 15, 1998
Date Reviewed: June 18, 1998
SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the
Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to
which this plumbing system is connected. The review is based upon the supposition that the data on which
the design is based are correct, and that necessary legal authority has been obtained to construct the project.
The responsibility for the design of structural features and the efficiency of equipment must be taken by the
project designer. Approval is contingent upon satisfactory disposition of any requirements included in this
report. Special care should be taken to insure that the material and installation of the plumbing system are in
accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and
specifications should be retained at the project location for future reference.
INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements
of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be
covered prior to completing the required tests and inspections. Provisions must be made for applying an air
test ai the time of ine rougning-in inspeciion as outfined in �vii�inesot� riuie�, �a�t 4���.202�, s��pa�t �, o�th�
code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of
the finished ptumbing inspection. It is the responsibility of the contractor/installer to notify the State Health
Department when the installation will be ready for a test and inspection. To schedule inspections, contact the
state plumbing standards representative for your region, or call the metro office at 1-800-926-6216, or Gary
Topp at 612/215-0841.
REQUIREMENT(S):
1. All underground sections of building drain and building sewer pipe located within 10 feet of buried water
supply pipe must be constructed in accordance with Minnesota Rules, part 4715.1710, subpart 2.
2. The water closet in Room No. 112 (women's restroom) is not shown to be vented on the waste and vent
riser diagram. Verify that this water closet will be vented in accordance with the Minnesota Plumbing
Code.
Spring Hill Conference Center
Plumbing
Plan No. 982489
Page 2
June 18, 1998
3. Full-way valves must be provided at ali locations described under Minnesota Rules, part 4715.1800,
including the following locations:
a. At the water service entrance to the buiiding.
b. On the discharge side of the water meter.
c. On the cold water supply line to the water heater.
4. Equipment used for heating water or storing hot water shall be protected by approved safety devices in
1 A .� �„ ,� ...,.+ n�,� ?��n
8CC0(Cj8f1C2 WI�I'1 IVIifIliE:5�Cc1 i�LU�c�, Nai� `+��.�.2�-iC' a'�`" ►�a�. . . • -
5. The vent pipes through the roof shall terminate not less than 12 inches above the roof (see Minnesota
Rules, part 4715.2530, subpart 1).
6. The construction and location of the water supply well shall be in compliance with Minnesota Rules,
Chapter 4725. The project owner, owner's agent or well driller should contact the Minnesota Department
of Health, Well Management Unit, at 612/215-0811 before the well construction begins to alfow verification
that the well is properly sited.
NOTE(S):
1. The scope of this project consists of the remodeling of an existing building. The plumbing installation
includes bathrooms, showers, a prep sink, a hand sink, a dishwasher, a disposer, and bar sinks.
2. This facility is served by a private well and an individual sewage treatment system. The sewage
treatment system was reviewed by the city of Orono On-site Systems Manager, Mr. Steve Weckman.
Authorization for construction in accordance with the approved plans may be withdrawn if construction is not
undertaken within a period of two years. The fact that the plans have been approved does not necessarily
mean that recommendations or requirements for change will not be made at some later time when changed
conditions, additionat information, or advanced knowledge make improvements necessary.
Approved:
�
olleen A. Erickson
Public Health Engineer
Environmental Health Services Section
612/215-0839
CAE:Iss
cc: LaMere Plumbing & Heating Inc.
Mr. Jack Morrison
Mr. Stephen Weckman
Spring Hill Golf Club
Mr. Lyle Oman, Plumbing Inspector `�
Plumbing Unit
File
Braun Intertec Corporation
11001 Hampshire Avenue South
� Minneapolis,MN 55438
Phone:952.995.2D00
Report No: PTR:W15-Q11398-S1
Proctor Report Issue No: ,
Client: Tim Johnson Laboratory Results Reviewed by:
Spring Hill Golf Club
725 County Road 6 " "
Wayzata, MN,55391 �,'
Project: 61512255
Spring Hill Indoor Golf Facility Kanhai Seokaran
725 County Road 6
Orono,MN,55391 Engineering Technician II
TR: Mark Flynn,mflynn@braunintertec.com Date of Issue: 12/28/2015
Sample Details
Sample ID: W15-011398-S1 Alternate Sample ID: P-01
Date Sampled: 12/23I2015 Date Submitted: 12/23/2015
Sampled By: Brett Hagen Sampling Method:
Source:
Material: Clayey Sand
Specification:
Location:
Date Tested: 12/28/2015
Dry Density - Moisture Content Relationship Test Resuits
- -- 0%Air Voids ASTM D 698-07
Maximum Dry 111.8
Dry Density(Ibf/fN) D@nSity(Ibf/ft3�:
it2o ,
+ 1 Corrected Maximum 111.8
----------------- --------�--------_--__.
� Dry Density(Ibf/ft'):
; Optimum Moisture 16.0
; Content(%►:
+,,o � `, Corrected Optimum 16.0
�
� '� Moisture Content
� (%):
� � Method: A
; � Preparation Method: Moist
�ioo � RammerType: Handround
; �} Specific Gravity(Fines): 2.65
; t Specific Gravity Method: Assumed
; � Retained Sieve No 4 3
� (4.75mm)(%):
�os.o � � Passing Sieve No 4 97
� (4.75mm)(%):
� ? Visual Description: SC Clayey Sand,fine
; � grained,brown
i
� t
� �
108A _,.�.,..._�w.�.�..�.--r..--,T..,..._._�----f-'--7 -rw x'--"r
12 13 14 15 18 17 18 19 20 21
Moisture Content(%)
Comments
The 200 wash value equals 50%
Phase Soil
Form No:1t0031,ReDort No:RTRW1 5-0 9 1398-Si �aa�•zasr o�snaany srcom Page 1 of 1
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INTERTEC Letter of Transmittal 1
The Science Yar Build On.
Client: Spring Hill Golf Club Project No: 61512255
Project Name: Spring Hill Indoor Golf Facility
Date: January 22, 2016 Braun Intertec Corporation
11001 Hampshire Ave. S.
Bloomington, MN 55438
To: Tim Johnson Phone: 925.476.4875
Spring Hill Golf Club Email: timj@springhillgc.com
725 County Road 6
Wayzata, MN 55391
Re: 725 County Road 6, Orono, MN 55391
Documents Sent Comments
Proctor Tests Sample P-01
Copy List
Rick Johnson,Align Structural, Inc.
Steven Martin, Braun Intertec Corporation
Jessica Loftus, City of Orono
Contact Information:
Sent By: Laurie Dudero
Email: Idudero@braunintertec.com
Phone: (651)487-7003
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