2015-03297• ed in the NW 1/4 of
Certificate of Survey for. / Sec. 03, p. 32, Rge. 24
TOLLEERG HOMESC l
� N
Intersection of the North line of the Southeast Quarter House Address: ��A7
/-of the Northwest Quarter of Section 3, Township 30, 285 Ironton Street NE Fridley,
/ Range 24, and the Easterly line of East River Road y, lolly /
/ North line of the Southeast Quarter
/ I -of the Northwest Quarter of Section
/ r 3, Township 30, Range 24 j
i N89054'00"W
72.51 /
1155.29 - � ( L L/ �` D •�
75.00
/ O
-East Line of East River Road , �O� PARCEL DESCRIP770
Lot Twenty-six (26) =e
(103) Save and Exce
That part of the Sot •W
J) of Section Three t.,/, immitip tntr[y k,7uJ Ivorin, mange Iwenty-four
(24) West, described as follows:
Beginning at a point on the North line of said Southeast Quarter (SE J)
of the Northwest Quarter (NW ys.), 1155.29 feet East of intersection of
said North line with the Easterly line of East River Road; thence East on
said North line seventy-five (75) feet, thence South at right angles to
said North line 326.4 feet, more or less, to North line of Ironton Street,
thence West on said North line of Ironton Street, seventy five (75) feet,
thence North 326.4 feet more or less to the of beginning, and being
now part of Lot Twenty-six (26), Revised Auditor's Subdivision No. 103.
Excepting also:
That part of the Southeast Quarter (SE J) of the Northwest (NW J) of
Section Three (3), Township Thirty (30) North, Range Twenty-four (24)
West, described as follows:
Beginning at a point on the North line of said Southeast Quarter of
Northwest Quarter, 1140.29 feet East of intersection of said North line
n J with the Easterly line of East River Road, thence East on said North line
15.00 feet, thence South at right angles to said North line 326.40 feet,
more or less, to North line of Ironton Street, thence West on said North
line of Ironton Street 15.00 feet, thence North 326.40 feet more or less
I to place of beginning and being now the West 15.00 feet of Lot 26,
Revised Auditors Subdivision Number 103.
3
O IK) O O
Z old cc;
o �oc✓/Denotes Existing Contour
O N M M N / "YD
gy, Denotes Existing Hydrant
0 Denotes Existing Electric Box
eew Tv Denotes Existing Television Box
aQ`oo`o � � � p Denotes Existing Telephone Box
\�� Denotes Existing Light Pole
Lt1 r ��� ' 848.1 sp Denotes Existing Service
o�" p Denotes Existing Curb Stop
V `r_0\1 .0 849.5 v 848 8 x 000.o Denotes Existing Elevation
x � 847,9 �� x soo.o Denotes Proposed Elevation
848.0/
W 848.0 8479 848..0 -''� _ Edge of Water Denotes Direction of Drainage
x 849.2 x 849 -(as of 8-7-15) �•- Denotes Iron Monument
849.1 x 849.6 X
--)X ----.. g50• ee�.� 851.2
851.5
X a< �• 850.4
851.1
.104.1 V; � �yj -�,�-Overhead Utility Lines OOP
deck "``�. Pyej 851. ��• r5,153.4,
.8(to be relocated) r�r t�,� l z 852.3.4 0 `� (� ®decker 852.8 � -- ` +�-' , N - PROPOSED BUILDING ELEVATIONS16 h852.8 16 74 ort'• 26.0 R852.3 y� �c�'��% m Lowest Floor Elevation: $•`4.1
Ex1st. House / 8523 05 I d 6.1�855.7 Top of Foundation Elevation: 857.3
To of Found. _ L N w $,9
p ±857.6 /) °° ss4.� t- 8536 --- �� tl ° Garage Slab Elevation (at door).
Walkout Elev. _ = c -- t/ m
±849.6 0 o m a ; 6.5 o till/ am v w m
�j uWi�Q of M f x° o� 5to
j �Z��/ ±10. a 3 5 I ARAGE N l/ t` o GO
854.1 ^85 .4 a % o * CL J Bearings shown are assumed
85� o n M t: 20.0,54 X69 W F° v
Ki 5°� to GRAPHIC SCALE
Ad 856.1 10.74 1P 26.0 _ 569__ l _ 0h BENCHMARK G 15 30 60
sob.
L - TOP OF SPIKE
854.5 �e 'cl ±47' rn ,n le
-H 856.7 o Tl'l PROPOSED o � EL = 855.94
DRIVEWAY i H -
856 68.81 (IN FEET)
BENCHMARK �� . "
TOP OF SPIKE- � °QAc � 6.2 S89054 00 E `--Nor h line of Ironton Street
EL 856.06 aya 856.0 x
�c 855.2 855.0 855.5 , x 856.3x 856.6 NOTES:
855.8 x 855.2 TV ±47. 85tk, 1. Existing boundary shown hereon is per the Certificate of Survey
❑O Cc Te prepared by Frank R. Cardarelle dated November 6, 2014.
855.0 ❑ 2. Contractor must verify sewer depth.
854.8 855.0 855.3 3. Driveways shown are for graphic purposes only. Final driveway
TO TC TC design and location to be determined by owner/builder.
1c, A ITnA r ^T,E:-)C-C-T A IF- 4. All building foundation dimensions shown on this survey
L_ t r vt=_ include exterior foundation insulation widths, if applicable.
103215708.001cert BJS Refer to final building plans for foundation details.
Carlson
McCain
ENVIRONMENTAL • ENGINEERING • SURVEYING
248 Apollo Dr, Suite 100, Lino Lakes, MN 55014
Phone: 763-489-7900 Fax: 763-489-7959
I hereby certify to Tollberg Homes that this survey, plan or report was prepared by me or under my direct supervision
and that I am a duly licensed land surveyor under the laws of the State of Minnesota.
Dated this 7th day of August, 2015.
Revised: Client Comments - 8/12/15
Signed: Carlson McCain, Inc.
Thomas R. Balluff, L.S. Reg. No. 40361
Peter J. Blomquist, L.S. Reg. No. 51676
A .
Interstate Geotechnical Engineering, Inc
Patrick J Hines, PE
8167 100`h St S
Cottage Grove MN 55016 5��ls (612)414-5770
30 September 2015
Mr Nathan Jones �� lC� (02CL 5i
Tollgerg Hoes LLC
1428 5th Avenue I�
Anoka MN 55303
Re: Proposed Single Family Residence
285 Ironton St NE, Fridley, Minn
This is to advise that, on 21 September 2015, I examined the excavation at above
referenced site. Afterwards I had density tests performed upon fill placed. Please accept
this letter and attachments as my report of findings.
The proposed structure is a single family residence of split entry walk -out design,
garage right. Planned lowest floor grade is 854.1; footings will generally be a foot
lower, including garage footings. Walk -out footings will be lower. Based upon my soil
borings of earlier this year, fill will be necessary over the entire building pad area. My
earlier report of inspection of excavation is attached, including color -coded sketch of
elevations of the excavation bottom and oversizing provided. As can be seen, the need
for fill proved accurate, said fill being found to slope upward to the southeast.
After this correction, fill was placed and compacted. Source this fill was partly
salvaged from onsite excavated material, but was in the great majority from offsite.
Afterwards I had a contract firm take density tests on fill placed, including performing
a Standard Maximum Density (Proctor) test. Results are attached. All tests exceeded
minimum requirements (95% of Standard Maximum Density).
I verbally recommended formwork for footings and placing the foundation upon this
corrected area at that time using ordinary spread footings. This letter is follow-up
confirmation.
This investigation is subj ect to the "Limitations of Investigation" as outlined on various
reports I have prepared for you in the past. Due to the nature of random small volume
sampling, no warranty of the full site is made or implied.
Thank you for the opportunity to have been of service. If you have any questions on
this, or if I can be of assistance in any additional capacity, do not hesitate to contact me
at your convenience.
Mr Nathan Jones
30 September 2015
Page 2
I hereby certify that this plan, specification or report was prepared by me or under my
direct supervision and that I am a duly licensed Professional Engineer under the laws
of the State of Minnesota.
Sincerely,
INTERSTATE
Paatnck J Hines,
President
Reg No 12086
enclosures
pH/SC
12®66
NATE s :Lu
0
,Inc
e
Interstate Geotechnical Engineering, Inc
Patrick J Hines, PE
8167 100` St s
Cottage Grove MN 55016
(612)414-5770
Inspection Report
To: Mr Nathan Jones
Tollberg Homes. LLC
From: Patrick J Hines, PE
Subject: Proposed Single Family Residence
285 Ironton St NE, Fridley, Minn
Date: 23 September 2015
On two occasions on 21 September 2015 I made inspections of the excavation at the above
referenced site. Please accept this report of findings and recommendations thus far.
As you know, I had performed a soil investigation on the site earlier this year. I found a
condition of fill and buried organic to peaty soil, at levels that were likely below proposed
foundation levels. I also had found a thin layer of marl just below buried topsoil in the lowest
(north) boring, and somewhat high groundwater in this boring. Base soil is a suitably firm
finer grained sand. Arriving onsite the first time I found the westerly portion of the
excavation completed. I inspected the bottom, finding it to be as expected, and put down
some shallow hand auger borings to be sure, finding no "false bottoms. Groundwater level
was perhaps less than a half foot above bottom of excavation level at the north end. With the
assistance of the excavation contractor, I determined base of excavation elevations and
oversizing provided thus far, finding oversizing vs base of elevations to be adequate. I
advised that some clean coarse rock may be applied along the north line so that application
of ordinary fill and co compaction does not disturb or "pump" the otherwise suitable base
soil. I approved the work so far, including commencement of filling in this area, and
recommended another inspection of the final excavation.
I arrived again onsite later in the day and found the excavation complete. Again I inspected
the bottom, finding it to be as expected, and put down some more shallow hand auger borings
to be sure. Again with the assistance of the excavation contractor, I determined remaining
base of excavation elevations and oversizing provided thus far, finding oversizing vs base
of elevations continuing to be adequate. A later office review confirmed this adequacy. A
sketch of the excavation configuration, including oversizing provided and elevations of the
base of excavation, is attached. Base drawing is a size altered portion of the certificate of
survey for this project. I then recommended generally completing the filling and compaction
operation. When complete, density tests should be taken on fill placed.
Mr Nathan Jones, Tollberg Homes. LLC
Re: Proposed Single Family Residence
285 Ironton St NE, Fridley, Minn
23 September 2015
If anyone has any questions on this, they should feel free to contact me at their convenience.
Patrick J Hines, PE
President
Interstate Geotechnical Engineering, Inc
ERY CERTIFY THAT THIS PLAN, SPECIFICA77ON 6
'REPORT WAS PREPARED 6Y ME OR UNDER MY DIRECT
SWBVISION AND THAT I AM A DICENSED PROFS,
EER UNDER THE LA OF T,4 . PW; MIM19e
MINNESOTA REG. NO,
14
F®Ls.
g 12096 S
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HAUGO
SERVICES
Project No: 15-0694
Project Title: 285 Ironton St NE
Report of Field Compaction Tests
Nuclear Method - ASTM D 6938-10
Standard Proctor - ASTM D 698-07
Client: Pat Hienz
Test No,
1
2
3
4
Technician Initials
DLH
DLH
DLH
DLH
Gauge Serial Number
33100
33100
33100
33100
Probe Depth
12"
12"
12"
12"
Wet Density ipcfl_ .
128.8 1
129.8 1
128.7
1 128.1
Moisture (p�fJ
6.8 1
9.6 1
8.1
1 8.3
Test No:
Location: -
MaterlalTested :_
Elevatton ,
1
4' West of SE garage corner
In Place
100
2
Specified
House Pad Fill
Test'No.
Date ;
Soil ID No:
Classlflcatlbn
Optimum
Max Lab Dry
Moisture,
In Place Dry
Compaction
Com;padion
Commaft
Moisture Vo,
Dens IPcfI
Density (pCt)
lam'
1
09/23/15
P-1
SP -SM
12.7
119.0
6
122
103%
95%
A
?
09/23/15
P-1
SP -SM
12.7
119.0
8
120
101%
95%
A
09/23/15
P-1
SP -SM
12.7
119.0
7
121
101%
95%
A
09/23/15
P-1
SP -SM
12.7
119.0
7
120
101%
95%
A
Test No:
Location: -
MaterlalTested :_
Elevatton ,
1
4' West of SE garage corner
House Pad Fill
100
2
10' North of SW house corner
House Pad Fill
100
3
15' East of NW house corner
House Pad Fill
100
2' South, 13' East of NW house corner
House Pad Fill
981/2
Elevation Reference: 100=Footing Subgrade
A Test results comply with specifications.
B Test results do not comply with specifications.
C Test results meet zero air void specifications.
Fes.
Signature:
Joe Westphal P.E.
Project Engineer
PROCTOR TEST REPORT
121
119
1 119.9 pcf0
117
E
a
2^
ZAV for
v
Sp.G. _
Z
2.65
115
113
111
10 11 12 13 14 15 16
Water content, %
Test specification: ASTM D 698-07 Method A Standard
ASTM D 4718-87 Oversize Corr. Applied to Each Test Point
Elev/
Classification
Nat.
%>
%<
Depth
Moist.
Sp.G.
LL
PI
#4
No.200
USCS
AASHTO
SP -SM
2.65
5.6
ROCK CORRECTED TEST RESULTS
UNCORRECTED
MATERIAL DESCRIPTION
Maximum dry density= 119.0 pcf
117.0 pcf
Poorly Graded SAND with Silt, Brown
Optimum moisture = 12.7 %
13.4%
Project No. 15-0694 Client: Interstate Engineering
Remarks:
Project: 285 Ironton Street NE
Assumed Specific Gravity of 2.65
OSample Number: P-1
Haugo GeoTechnical Services, LLC
Maple Grove Minnesota
Figure
Tested By: Rich
Patrick J Hines, PE
5:.. •
PROJECT: _—BOXING LOG K_P:X..—
• LOG OF BORING NO:
8167 LOOth St :`
Cottage Grove MN 55016
_
T�E,A►aPLE Lk13 OTHER TESTS
DEPTH SURFACE ELEVATION: GEC,{ OGY�W
IN Y.'6
FEET DE SCRIPTIONAND CLASS! FICAT!ON _ ( iN TYr PE A W DE L L.
P.L.•
i
Soil Clissification, us=ing
visual -manual and/cr 'abcra-
tory methods, accroding to the
Soil Classification
S}ctem, or to of>,er system as
appr.,priate
Fenetrakx�n ?�
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Cf Sail
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