4013 Haven Woods Ct&- /4/ q - A)) '/63. 3� 14,11.&4
PL aq q 3 I- ,VO. OO r &ac_ %I g3. _ C
g��0V®Q b For Office Use
o®m o o o a
•
.4,...<. ....re, E AGA N��' Permit Fee:/r1 f J I J
cl
W /� I9 J 3 "�"' r'IVED Date Received: L> //-/ 4
3830 PILOT KNOB ROAD r EAGXN, MN 55122-1810 /
(651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-5694 DEC 11 2019 Staff:
buildinhinspectionsacitvofeagan.com IA) I A l
;IIf/W 1(-OlenS
2019 RESIDENTIAL BUIL ING PERMIT APPLICATION
Date: 11-14-19 Site Address: LA u 3 H'iL4ti 4,9eo1 s C-1-- • Unit #:
Resident/
Owner
Name: Phone:
Address / City / Zip:
Applicant is: Owner ✓ Contractor / a ,
Type of Work
Description of work: NEW CONSTRUCTION k -]
/�
Construction Cost: U Multi -Family Building: (Yes / No V )
Contractor
Company: TJB HOMES INC. Contact: JON RAMEY
Address: 9100 BALTIMORE ST. NE SUITE 102 City: BLAINE
State: MN Zip: 55449 Phone: 763-780-2944 Email: JON@TJBHOMES.COM
License #: 1845 Lead Certificate #:
If the project is exempt from lead certification, please explain why:
NEW CONSTRUCTION
In the last 12 months,
Yes I✓ No
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
has the City of Eagan issued a permlt for a similar plan based on a master plan?
If yes, date and address of master plan:
Licensed Plumber:
Mechanical Contractor:
Sewer & Water Contractor:
Fire Suppression Contractor:
SUNDERLAND PLUMBING Phone: 763-753-2845
RICCAR HEATING & AIR CONDITIONING Phone: 763-754-4000
SITEWORX EXCAVATING Phone: 320-362-0977
Phone:
NOTE: Plans and supporting documents that you submit are considered to be public Information. Portions of the information may be
classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets.
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's
webslte at www.citvofeaaan.com/subscribe.
Exterior work authorized by a building permit Issued in accordance with the Minnesota State Building Code must be completed within 180
days of permit issuance.
CALL BEFORE YOU DIG. Call Gopher State One Cali at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you
intend to dig to receive locates of underground utilities. www.00pherstateonecall.org
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in
accorlance with the approved plan in the case of work which requires a review and approval of pla s.
x
Apant's T ure
1j4
DO NOT WRITE BELOW THIS LINE
• SU&YYPES
Foundation _ Fireplace
Single Family _ Garage
Multi _ Deck
01 of Plex _ Lower Level
WORK TYPES
16 New
Addition
Alteration
Replace
Retaining Wall
DESCRIPTION
Valuation
Plan Review
(25%_ 100% 1 )
ij/3 141- U6-//
Interior Improvement
_ Move Building
Fire Repair
Repair
597 coo
Census Code / D /
# of Units /
# of Buildings /
Type of Construction
REQUIRED INSPECTIONS
Footings (New Building)
j(4 Footings (Deck)
Footings (Addition)
it Foundation 0- Foundation Before Backfill
Roof: ,Ice & Water Fin
,per Framing 30 Minutes 1 Hour
x`- Fireplace: r!d Rough In ,KAir Test Oe Final
AInsulation
Se Sheathing
Sheetrock
Fire Walls
Braced Walls
Shower Pan
Reviewed By:
ds C f , /iQ30
Porch (3-Season)
Porch (4-Season) _
Porch (Screen/Gazebo/Pergola) _
Pool
Occupancy
Code Edition
Zoning
Stories
Square Feet
Length
Width
RESIDENTIAL FEE
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Radio Meter Read
Copies
TOTAL
asxqw
_ Siding
Reroof
Windows
Egress Window
Exterior Alteration (Single Family)
Exterior Alteration (Multi)
Miscellaneous
Accessory Building
Demolish Building*
Demolish Interior
Demolish Foundation
Water Damage
*Demolition of entire building - give PCA handout to applicant
3/ 3?
6,y
MCES System
SAC Units
City Water
Booster Pump
PRV
Fire Suppression Required
/Yo
/110
Meter Size:
Final / C.O. Required
Final / No C.O. Required
HVAC _ Service Test Gas Line Air Test _ Hood
Pool: Footings Air/Gas Tests _Final
Drain Tile
Siding: _Stucco Lath _Stone Lath _Brick _ EFIS
Windows
Retaining Wall: _ Footings _ Backfill _ Final
Radon Control
Fire Suppression: _Rough In _Final
Erosion Control
Other:
, Building Inspector
cm/pot ,4L v-ia /60/4
r/4/ 1.4. /s- V? 1q3 /$,3
/ Ait Ni
BAIL /94 0 at&?a-
//%z. gic/04 /Yd 41 /60
P!'r»oi /y/A®3,41
416 e=74,4
cpr
/6.c 2.3/
/ e5- 7/6
35 96v 9�
7 odd
40.
Page 2 of 3
/3?
.61
New Construction Energy Code Compliance Certificate
/ 6/
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.
Date Certificate Posted
6/8/2020
Mailing Address of the Dwelling or Dwelling Unit
4013 HAVEN WOODS CT.
City
EAGAN
Name of Residential Contractor
TJB HOMES INC.
MN License Number
1845
THERMAL ENVELOPE
RADON
CONTROL SYSTEM
Type: Check All That Apply
X
Passive (No Fan)
H
c
Active (Wrth fan and manometer or
other system monitoring device)
a
>.
co
2
Location (or future location) of Fan:
w
c
m
to
0
ATTIC
Insulation Location
o
s
ce a
c y
l— c
n
c
Z
o
z
m
a
LL
>r
m
m
2
it
U
0
a
a
m
O
c
u_
o
a
LL
c
2
SAL
v
rn
tx
E
2
xi
ce
Other Please Describe Here
Below Entire Slab
X
NIA
Foundation Wall
R-15
X
R-rO EXTERIOR R-S INTERIOR
Perimeter of Slab on Grade
R-10
X
N/A
Rim Joist (1st Floor)
R-20
X
INTERIOR
Rim Joist (2nd Floor+)
R-20
X
INTERIOR
Wall
R-21
X
WALL
Ceiling, flat
R-50
X
CEILING
Ceiling, vaulted
R-49
X
CEILING
Bay Windows or cantilevered areas
R-30
X
CEILING & WALLS & FLOOR
Floors over unconditioned area
R-30
X
CEILING & WALLS & FLOOR
Describe other insulated areas
Building envelope air tightness (ACH):
Duct system airtightness
(cfm1100 sf):
Windows & Doors
Average U-Factor (excludes skylights and one door) U:
0.29
X
Not applicable, all ducts located in conditioned space
Solar Heat Gain Coefficient (SHGC):
0.28
R-value
MECHANICAL SYSTEMS
Make-up Air Selecta Type
Appliances
Heating System
Domestic Water
Heater
Cooling System
X
Not required per mech. code
Fuel Type
Nat. Gas
NAT. GAS
ELECTRIC
Passive
Manufacturer
RHEEM
BRADFORD WHITE
RHEEM
Powered
Model
R92PA0701317MSA
60KV75200
RA1336AJINA
Interlocked with exhaust device.
Describe:
Rating or Size
Input in
BTUS:
70000
Capacity in
Gallons:
76
Output in
Tons:
3
Other, describe:
Efficiency
AFUE or
HSPF%
92
N/A
SEER
/EER
13
Location
of duct or system:
Heating Loss
Heating
Gain
Cooling Load
Residential Load Calculation
82261
45941
34600
Cfm's
X
" round duct OR
MECHANICAL VENTILATION SYSTEM
^�
" metal duct
Describe any additional or combined heating or cooling systems If installed:
source heat pump with gas back-up fumace):
Select Type
(e.g. two fumaces or air
Combustion
Air Select a Type
Not required per mech. code
X
Passive
X
Heat Recover Ventilator (HRV) Capacity in cfms:
Low:
95
High:
190
Other, describe:
Energy Recover Ventilator (ERV) Capacity in cfms:
Low:
High:
Location of duct or system:
Balanced Ventilation capacity in cfms:
Location of fan(s), describe: I
Cfm's 30
Capacity continuous ventilation rate in cfms:
88
X
° round duct OR 4"
Total ventilation (intermittent + continuous) rate in cfms:
176
° metal duct
Builders Associaton of Minnesota version 101014
R1Wac =Reside "&-LJg i* OommeFsiaratvAc- .7.6
-:'Riccar Heating and• Cooling - - - -- -
-Andover, MN 55304
hliie"Softwaie De elopme ft lnc..
- - - TJB-`541 'auI ort'Couft-
- Pagel
Project Report
'General Project Information
Project Title:
Designed By:
Project Date:
Project Comment
Client Name:
Company Name:
Company Representative:
Company Address:
Company City:
Company Phone:
Company Fax:
Company E-Mail Address:
Company Website:
TJB-541 Paul With Sport Court
Kurt
Revised 5/18/20
Haven Woods Lot 7, Eagan, MN
TJB Homes
Riccar Heating And Air
Kurt
2387 Station Parkway NW
Andover, MN 55304
763-754-4000
763-754-0132
Kurt@Riccarhvac.com
riccarhvac.com
Design Data
Reference City:
Building Orientation:
Daily Temperature Range:
Latitude:
Elevation:
Altitude Factor
Winter.
Summer. _
Minneapolis/St. Paul AP, Minnesota
Front door faces Northeast
Medium
44 Degrees
834 ft.
0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
-15 -11.42 n/a 30% 70 25.53
88 71 44% 50% _ 75 24
Check Figures
Total Building Supply CFM:
Square ft. of Room Area:
Volume (ftt):
1,900
5,853
49,772
CFM Per Square ft.:
0.325
Building Loads
Total Heating Required Including Ventilation Air.
Total Sensible Gain:
Total Latent Gain:
Total Cooling Required Including Ventilation Air.
82,261 Btuh
41,127 Btuh
4,814 Btuh
45,941 Btuh
82.261 MBH
90 %
10 %
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
\\nccserver Users ...\TJB-541 Paul sport court.rh9
Thursday, June 04, 2020, 10:11 AM
fRhvac -Residential & Light Co merciaTiYACLoa is _ _ = _ --
- _
.-.------ ._
-
-Elite Scare Development; Inc.
Riccar Heating and Coolt -
_ - -
TSB- 1I-PauliNith-SRorttC-vurt-
-Andover, MN 55304
_ _ -
Page, 2-
Total Building Summary Loads
Component
Area
Sen
Lat San
Total
Description
Quan
Loss
Gain Gain
Gain
Andersen: Glazing -operable window, wood sash, U-value
553.5
13,651
0 13,477
13,477
0.29, SHGC 0.31
10D-f: Glazing -French door, double pane low-e glass (e =
24
857
0 755
755
0.10), insulated fiberglass frame, U-value 0.42,
SHGC 0.32
4A-6-d: Glazing -Double pane low-e (e = 0.20 or less),
high performance, sliding glass door, e=0.05 on
surface 2, any frame, U-value 0.33, SHGC 0.33
64
1,795
0 1,991
1,991
Andersen: Glazing -operable window, wood sash, U-value
160.5
4,097
0 4,435
4,435
0.3, SHGC 0.32
Andersen: Glazing -operable window, wood sash, U-value
20
459
0 482
482
0.27, SHGC 0.34
11 N: Door -Metal - Polystyrene Core, U-value 0.35
38.6
1,147
0 324
324
12F-0sw: Wall -Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
4102.9
22,669
0 3,547
3,547
15B0-15s3-8: Wall -Basement, , R-15 board insulation to
441
2,242
0 46
46
3', no interior finish, 8' floor depth, U-value 0.06
15B0-15sf-8: Wall -Basement, , R-15 board insulation to
floor, no interior finish, 8' floor depth, U-value 0.042
1097.2
4,299
0 133
133
16B-50: Roof/Ceiling-Under Attic with Insulation on Attic
2381
4,048
0 2,285
2,285
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-50 insulation, U-value 0.02
21A-32: Floor -Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 32' wide,
U-value 0.02
1736
-
2,951
0 0
0
21A-28: Floor -Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 28' wide,
U-value 0.022
441
825
0 0
0
20P-30: Floor -Over open crawl space or garage, Passive,
R-30 blanket insulation, any cover, U-value 0.035
210
625
0 59
59
Subtotals for structure:
59,665
0 27,534
27,534
People:
7
1,400 1,610
3,010
Equipment:
901 6,742
7,643
Lighting:
0
0
0
Ductwork:
0
0 0
0
Infiltration: Winter CFM: 108, Summer CFM: 58
9,783
900 806
1,706
Ventilation: Winter CFM: 207, Summer CFM: 104
7,511
1,613 577
2,190
Exhaust: Winter CFM: 207, Summer CFM: 104
Humidification (Winter) 14.46 gal/day :
5,301
0 0
0
AED Excursion:
0
0 3,858
3,858
Total Building Load Totals:
82,261
4,814 41,127
45,941
Check Figures
Total Building Supply CFM: 1,900
CFM Per Square ft:
0.325
Square ft. of Room Area: 5,853
Volume (ft3): 49,772
Building Loads
Total Heating Required Including Ventilation Air. 82,261
Btuh
82.261 MBH
Total Sensible Gain: 41,127
Btuh
90 %
Total Latent Gain: 4,814
Btuh
10 %
Total Cooling Required Including Ventilation Air. 45,941
Btuh
\\nccserver\Users ...\TJB-541 Paul sport court.rh9
Thursday, June 04, 2020, 10:11 AM
c #eg and Cooling
cl veri=MN 55304_
Total Building Summary Loads cont'd)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
\inccserver\Users ...\TJB-541 Paul sport court.rh9
Thursday, June 04, 2020, 10:11 AM
tihvae -RestifenttatA Ught-Co►ii istra€jt to t:Maids, — —
-.RiccarHeating and Gohnc,}_' - __:
-Aitdover, MN _55304
Etifa SOlbaiWe-Dev-i pmeti
-- _ -I0-641*(utVV3t Sport -own-
_, 1?age4
Equipment Data - System 1- Furnace And Air
Cooling
System Type:
Outdoor Model:
Tradename:
Outdoor Manufacturer.
Description:
Capacity:
Efficiency:
Heating
System Type:
Model:
Tradename:
Manufacturer.
Description:
Capacity:
Efficiency:
Standard Air Conditioner
RA1348AJ1NA
Rheem
Rheem Mfg.
4 ton AC
47,500
13 SEER
Natural Gas Furnace
R92PA1001521 MSA
Rheem
Rheem Mfg.
92% Upflow 98000 btu gas fumace
91,140
92 AFUE
11nccserver1Users ..ATJB-541 Paul sport court.rh9
Thursday, June 04, 2020, 10:11 AM
Ventilation, Makeup and Combustion Air
Calculations Submittal Form For New
Dwellings
Site address
Haven Woods, Lot 7, Eagan, MN Date 11/14/19
Contractor
TJB Homes
Completed By
Riccar Htg and Air
Section A
Ventilation Quantity
(Determine quantity by using Table N1104.2 or Equation 11-1)
Square feet (Conditioned area including basement —
finished or unfinished)
5853
Total required ventilation
207
Number of bedrooms
5
Continuous ventilation
104
Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1.
The table and equation are below.
Table N1104.2
Total and Continuous Ventilation Rates (in cfm)
Number of Bedrooms
1
2
3
4
5
6
Conditioned space
(In sq. ft.)
I Total/
, continuous
Total/
continuous
Total/
continuous
' Total/
continuous
Total/
Total/
continuous
1000-1500
' 60/40
75/40
90/45
105/53
_continuous
120/60
135/68
1501-2000
70/40
85/43
100/50
115/58
130/65
145/73
2001-2500
80/40
95/48
110/55
125/63
140/70
155/78
2501-3000
90/45
105/53
120/60
t35/68
150/75
165/83
3001-3500
100/50
115/58
130/65
1145/73
160/80
175/88
3501-4000
110/55
125/63
140/70 j
155/78
170/85
185/93
4001-4500 '
120/60
135/68
150/75
165/83
180/90
195/98
4501-5000
' 130/65
145/73
160/80
175/88
190/95
205/103
5001-5500
140/70
155/78
170/85
185/93
200/100
215/108
5501-6000
150/75
' 165/83
180/90
195/98
210/105
225/113
Equation 11-1
(0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)j = Total ventilation rate (cfm)
Total ventilation — The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate
average, for each one -hour period according to the above table or equation. For heat recovery ventilators (HRV) and
energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any
reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling.
Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided,
on a con- tinuous rate average for each one -hour period. The portion of the mechanical ventilation system intended to be
continuous may have automatic cycling controls providing the average flow rate for each hour is met.
1
Section B
Ventilation Method
(Choose either balanced or exhaust)
Clialanced, HRV (Heat Recovery Ventilator) or ERV (Energy
Recov- ery Ventilator) — cfm of unit in low must not exceed
continuous vents- !titian rating by more than 100%.
[,axhaust only (Continuous fan rating in cfm)
Low cfm:
125
High cfm:
250
Continuous fan rating in cfm (capacity must not exceed
continuous ventilation rating by more than 100%)
Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or
ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous
ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm. the ventilation
fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each
hour.
Section C
Ventilation Fan
Description
Location
Continuous
Intermittent
Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether ft is used for
continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the
low cfm air rating and less than 100% greater then the continuous rate. (For instance, if the low cfm is 40 cfm, the
continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a
percentage of each hour}.;
Section D
Ventilation Controls
Directions - Describe operation and control of the continuous and Intermittent ventilation. There should be adequate detail for plan
reviewers end inspectors to verify design and installation compliance. Related trades also need adequate detall for placement of controls
and proper operation of the building ventilation. if exhaust fans are used for building ventilation, describe the operation and location of any
controls, indicators and legends. !fan ERV or HRV is to be installed, describe how it wilt be installed. If it will be connected and interfaced
with the air handling equipment, please describe such connections as detailed in the manufactures' installation instructions. If the
Installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such
interconnection shall be made and descnbed.
Wall Control near thermostat with high and low settings
2
Section E
Make-up air
[]
Passive (determined from calculations from Table 501.3.1)
ii
Powered (determined from calculations from Table 501.3.1)
im
Interlocked with exhaust device (determined from calculation from Table 501,3.1)
0
Other, describe: None needed
Location of duct or system ventilation make-up air. Determined from makeup air opening table
Cfrn 1 1 Size and type (round, rectangular. flex or rigid)
Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new
installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are
Installed, use the appropriate column. For existing dwellings, see INC 501.3.3. Please note, if the makeup air quantity
Is negative, no additional makeup air will be re- quired for ventilation, If the value is positive refer to Table 501,3.2 and
she the opening. Transfer the cfm, she of opening and type (round, rectangular, flex or rigid) to the last line of section D.
The make-up air supply must be installed per IMC 501.3.2.3.
Table 501.3.1
PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS
(Additional combustion air will be required for combustion appliances, see KAIR method for calculations)
One or multiple power
vent or direct vent
appliances or no
combustion appliances
Column A
One or multiple fan-
assisted appliances and
power vent or direct
vent appliances
Column 8
One atmospherically vent
gas or oil appliance or
one solid fuel appliance
Column C
Multiple atmospherically
vented gas or oil appliances
or solid fuel appliances
Column D
1'
a) pressure factor (dmisf)
0.15
0.09
0.08
0.03
b) conditioned floor area (at)
(including unfinished basements)
5853
Estimated House Infiltration (cfm):
(1a x 1b]
878
2. Exhaust Capacity
a) continuous exhaust -only
ventilation system (dm): (not
applicable to balanced ventilation
systems such as HRV)
N/A
,
b) dollies dryer (din)
135
135
135
135
c) 80%e of largest exhaust rating (cfm);
Kitchen hood typically (not applicable
If recirculating system or if powered
makeup air is electrically ically interlocked
and match to exhaust)
.8x300=240
,
d) 80% of nerd largest erhausl rating
(cfm); bath fan typically (not
applicable if recirculating system or if
powered makeup air Is electrically
interlocked and matched to exhaust)
Not
Applicable
Total Exhaust Capacity (cfm):
(2a + 2b +2c + 2dj
375
3. Makeup Air Quantity (cfm)
a) total exhaust capacity (from above)
375
b) estimated house infiltration (from
above)
878
Makeup Atr Quantity(cfm);
[3a — 3b] (if value Is negative, no
makeup air is needed)
-503
4. For makeup Air Opening Sizing,
refer to Table 501.4.2
None needed i
A. Use this column If there are other than fan -assisted or atmospherically vented gas or oD appliance or if there are no combustion appliances. (Power
vent and direct vent appliances may be used.)
8. Use ids column If there is one fan -assisted appliance per venting system. (Appliances other than atmospherically vented appliances may be included.)
C. Use this column if there Is one atmospherically vented (other than fan -assisted) gas or oil appliance per venting system or one solid fuel appliance.
D. Use this column If there are multiple atmospherically vented gas or a'1 appliances using a common vent or if there are atmospherically vented gas or
oil appliances and solid fuel appliances.
3
Makeup Air Opening Table for New and Existing Dwelling
Table 601.3.2
One or multiple power
vent. direct vent
appliances. or no
combustion appliances
Column A
One or multiple fan-
assisted appliances and
power vent or direct
vent appliances
Column B
One atmospherically
vented gas or oil
appliance or one solid
fuel appliance
Column C
Multiple atmospherically
vented gas or oil
appliances or safld fuel
appliances
Column 0
Dud
diameter
Passive opening
1— 38
1— 22
1-15
1— 9
3
Passive opening
37 —66
23 — 41
16 — 28
10 —17
4
Passive opening
67 —109
42 — 66
29 — 48
18 — 28
5
Passive opening
110.163
67 —100
47 — 68
29 —42
6
Passive opening
184 — 232
101-143
70 — 99
43 — 81
7
Passive opening
233 — 317
144 —195
100 —135
62 — 83
8
Passive opening
wimotorized damper
318 — 419
196 — 258
136 —179
84 —110
9
Passive opening
wtmotorized damper
420 — 539
259 — 332
180 — 230
111 —142
10
Passive opening
w/motorized damper
540 — 879
333 — 419
231— 290
143 —179
11
Powered makeup alr
>879
>419
>290
>179
NA
Notes:
A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-
degree elbow to determine the remaining length of straight duct allowable.
B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall
not be accepted.
C. Barometric dampers are pmhibited in passive makeup air openings when any atmospherically vented appliance is installed.
0. Powered makeup etc shall be electrically Interiocked with the largest exhaust system.
Section F
Combustion
mg
Not required per mechanical code (No atmospheric or power vented appliances)
p
Passive (see IFGC Appendix E, Worksheet E-1)
Size and type 5' Insulated flex in Mech Room
a
Other, describe:
Explanatlon - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a
power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please
enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the
combustion air.
Section F calculations follow on the next 2 pages.
4
Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air
Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out.
IFGC Appendix E. Worksheet E-1—Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space)
Step 1: Complete vented combustion appliance information.
Furnace/Boller:
latraft Hood IM Fan Assisted ✓[]Direct Vent Input: 98000 Btulhr
or Power Vent
Water Heater:
Draft Hood (FA Fan Assisted [aired Vent Input 50000 Btulhr
or Power Vent
Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS indudes ail
spaces connected to one another by code compliant openings.
CAS volume: 882 ft3 L x W x H L W H
Step 3: Determine Air Changes per Hour (ACH)1
Default ACH values have been Incorporated into Table E-1 for use with Method 4b (KAIR Method).
If the year of construction or ACH is not known, use method 4a (Standard Method).
Step 4: Determine Required Volume for Combustion Atr. (DO NOT COUNT DiRECT VENT APPLIANCES)
4a. Standard Method
Total Btu/hr input of alt combustion appliances Input: Btulhr
Use Standard Method column in Table E-1 to find Total Required TRV: ft3
Volume (TRV) If CAS Volume (from Step 2) Is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) Is less than
TRV then go to STEP 5.
4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES)
Total Btu/hr input of all fan -assisted and power vent applances Input: 50000 Btulhr
Use Fan -Assisted Appliances column in Table E-1 to find RVFA: 3750 ft3
Required Volume Fan Assisted (RVFA)
Total Btuihr input of all Natural draft appliances input: 0 Biuthr
Use Natural draft Appliances column In Table E-1 to find RVNFA: 0 ft3
Required Volume Natural draft appliances (RVNDA)
Total Required Volume (TRV) = RVFA + RVNDA TRV = 375° + 0 = 3750 TRV ft3
If CAS Volume (from Step 2) Is greater than TRV then no outdoor openings are needed. if CAS Vokune (from Step 2) Is less than TRV then go to STEP 6.
Step 5: Calculate the ratio of available interior volume to the total required volume.
Ratlo = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 46)
Ratio = 882 / 3750 = .24
Step 6: Calculate ReductionFactor (RF). RF =1 minus Ratio
Rpai,.24 =.76
Step 7: Calculate single outdoor opening as if ail combustion air is from outside. Total Btulhr input of all Combustion Appliances in the same CAS
Input: 50000 Btu/hr (EXCEPT DIRECT VENT)
Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btulhr per in2
CPiOA s 50000 13000 Btulhr per in2 =16.67 In?
Step 8: Calculate Minimum CAOA: Minimum CAOA = CAOA multiplied by RF
Minimum CAOA =16.67 x .76 = 12.67 2
Step 8: Calculate Combustion Air Opening Diameter (CAOD): CAOD =1.13 muwpfied by the square root of Minimum CAOA
CAOD =1.13 / Minimum CAOA = 4.02 in. diameter go up one inch in size if using flex duct
1 If desired, ACH can be determined using ASHRAE calculation or blower door test Follow procedunss in Section G304.
5
1
City Inspection Dept. Copy
City Forester Copy
Applicant/Builder Copy
EAGAN
INDIVIDUAL RESIDENTIAL LOT
TREE PRESERVATION PLAN SUMMARY
CITY OF EAGAN FORESTRY DIVISION
651-675-5300
(BUILDER, PLEASE READ ATTACHMENTS)
Development Haven Woods
Lot Number 7 Block Number 1
Address 4013 Haven Woods Ct
Builder TJB Homes Inc
Phone Number: (763) 780-2944
Contact: Jon Rams
Tree Protection Requirements:
X Tree Protection Fencing Installed on Site
Oak Tree Pruning (Immediately seal wounds during Aprll 1 to July 31)
Therapeutic Pruning Required
Retaining Wall To Be Installed
Other:
Replacement Trees:
Not Required
X As Follows: Two (2) Category B trees (>= 2.5" caliper deciduous
trees, or >= 6' conifer trees). Per approved Tree Mitigation Plan, the
following trees are to be planted following construction
One (1) Black Hills Spruce tree in back yard area and
One (1) Hackberry tree t•�eins. a eW5fIT
Attachments:
X Yes (Refer to attach
No
Additional Notes:
H:\2019 FILE\Tree Preservation\Haven Woods \4013 Haven Woo
dRcEVIsiINaq
BY *a-M
DATE i 71 z./i4
STRY DIVISION
TDLC OD CC CD I/ATIr M DI AAI IJ n.,F•,. U/nneic 1 n1 7 Rir, k
1.d I cx
CERTIFICATE OF SUHVEY
ADDS HAVEN WOODS COURT. EAGAN, MN
8.3
897.7
10 1`
882.0
x.
e
28.46
(vacant)
888.9
X 888.7
x 892.5
897.4
(vacant)
N89'4T50"E
NOTES
— SilE IS UNDER CONSTRUCTION.
— HOUSE PLACMENT AND ELEVATIONS SET BY CONTRACTOR.
— BEARING'S MOWN ARE ON ASSUMED DATUM.
— CONTRACTOR TO VERIFY HOUSE DIMENSONS,
AND SEWER AND BASEMENT DEPTHS.
— FINISHED GRADE 10 FEET FROM PROPOSED BUILDING
SHALL BE 0.5 FEET LOWER THAN THE FINISHED GRADE PROPOSED ELEVATIONS
AT THE BUILDING.
— FINISHED GRADE ELEVATIONS ARE TO FINISHED GARAGE FLOOR = 903.6
SURFACE WITH TURF ESTABLISHMENT. TOP OF FOUDNATION = 904.0
— DRIVEWAYS ARE SHOWN FOR GRAPHIC LOWEST FLOOR = 895.3
PURPOSES ONLY. FINAL DRIVEWAY DESIGN AND �f
LOCATION TO BE DETERMINED BY CONTRACTOR /64 (/�c, l.. T.
LEGAL DESCRIPTION
Lot 7. Block 1, HAVEN WOODS. Dakota County, Minnesota.
I hereby certify that this plan. survey or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Lan 4 Surveyor under the laws of the State of Minnesota.
7.8
a so
(INS)
1 inch = SOft.
NORTH
AREA CALCULATIONS
TOTAL LOT = *19,689 sq. ft.
Proposed House = *4241 Sq. Ft.
Building Coverage = *16.5%
LEGEND
SHUA P. SCHNEIDER Date: 12-10-19 Reg. No. 44555
• DENOTES
. DENOTES
'tp DENOTES
❑ ® DENOTES
® DENOTES
x1011.2 DENOTES
DENOTES
o DENOTES
IRON MONUMENT FOUND
EXISTING CONTOUR
WATER SHUT OFF
EXISTING CATCH BASIN
PROPOSED ELEVATION
EXISTING ELEVATION
DIRECTION OF DRAINAGE
METAL OFFSET SPIKE
ASBUILT ELEVATIONS
JOB#19353
C RE LAND
Ebbs 114 55449
7 8 je acreIandsury
p n @ IS h ro t0 O tE q iro n, n! 65 0{ 55 M m 55 55 Fp
.L5 SF
meatriocx
MOT
HAVEN WOODS
ELRENE RD & DODD RD
EAGAN, MN
FINAL PLAT
CITY SUBMITTAL
TREE MITIGATION & LANDSCAPE PLAN
L
TRxaT - .' OUR
MOTNw Rcn
2F 1q
t!T
MIM 9.9C a Q
ROOI.IL
Kohl. Tct
s0 2K.MIING Non
TREE PLANTIIS OETAL
NCT T:T SCALE
MOTE TREE n..c oC1pv.L
RpM( OUO .N0 Noir.
my 0r ROOT 041 TO 20 I-2'
AMYL WOOF. Revert ROM .N0
TO' OF WRAP TROY LOVER
in Cr ROOMALL COLMK
i O0 ROOT TRNLI11
WORN[ MCC v-0n004'mum
ALL TRIMS R+ 5000E0 ARE.
TREES TO REMAIN
SEE TREE PRESERVATION PLAN
LANDSCAPE SCHEDULE
MATURE
KEY COMMON NAME BOTANICAL NAME SIZE H X W REMARKS
CH
RM
GL
BS
NP
BF
DECIDSIOULIBEES
COMMON IIACKBERRY
AUTUMN BLAZE MAPLE
GREENSPIRE LINDEN
f`ic 1REi'S
Celts occidentailis
Acer x freemanil 'Jeffersred'
Tilia Cordata 'Greenspire'
Picea glauca densata
Pinus resinosa
Abies bolsomea
2.5. CAL B&B
2.5- CAL. B&B
2.5. CAL B&B
6' HT B&B
6' HT B&B
6' HT B&B
50' X 50'
50' X 40'
50' X 20'
30' X 20'
50' X 30'
40' X 30'
sr....f TRUNR. Nn V-CROTO0
si.GMt muMK NO r-CROTCH
sT.wor Mum, I/O F-0Rm0T
TULL ,oloA
'Li ropey
mu .o.T.
BLACKHILLS SPRUCE
NORWAY PINE
Full CAM FIR
UOUS TREE: DIAMETER OF THE TREE MEASURED ONE FOOT ABOVE THE GROUND LEVEL IN CALIPER INCH.
EROUS TREE —IS MEASURED IN HEIGHT.
t
O z
O ❑ ❑
a❑❑
O ❑❑
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0
■
■
O 00
O ❑❑
O ❑ ❑
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O ❑❑
No
❑ 0 ❑
❑ 0❑
❑ 0❑
❑ 0 ❑
❑ 0❑
❑ 0❑
No
PROPERTY LEGAL:
LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION
Lot 7, Block 1, Haven Woods
DATE OF SURVEY: 12/19/2019
LATEST REVISION:
6'27/ th(Y2n CdOod Cf,
DOCUMENT STANDARDS
• Registered Land Surveyor signature and company
• Building Permit Applicant
• Legal description
• Address
• North arrow and scale
• House type (rambler, walkout, split w/o, split entry, lookout, etc.)
• Directional drainage arrows with slope/gradient %
• Proposed/existing sewer and water services & invert elevation
• Street name
• Driveway (grade & width - in R/W and back of curb, 22' max.)
• Lot Square Footage
• Lot Coverage
ELEVATIONS
Existinq
• Property comers
• Top of curb at the driveway and property line extensions
• Elevations of any existing adjacent homes
• Adequate footing depth of structures due to adjacent utility trenches
• Waterways (pond, stream, etc.)
Proposed
• Garage floor
• Basement floor
• Lowest exposed elevation (walkout/window)
• Property comers
• Front and rear of home at the foundation
• PRV Required
PONDING AREA (if applicable)
• Easement line
• NWL
• HWL
• Pond # designation
• Emergency Overflow Elevation
• Pond/Wetland buffer delineation
• Shoreland Zoning Overlay District
• Conservation Easements
DIMENSIONS
• Lot lines/Bearings & dimensions
• Right-of-way and street width (to back of curb)
• Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
• Show all easements of record and any City utilities within those easements
• Setbacks of proposed structure and sideyard setback of adjacent existing structures
• Retaining wall requirements:
Reviewed By: Dave Westermayer
Date6/9/2020
G11 Engineering/Forms/Cert. of Survey Checklist Fillable 6-28-19
CERTIFICATE OF SURVEY'' ° 30
FOR TUB HOMES �RIv1�N VIfNI
Required -___ ( IN FEET )
ADDRESS HAVEN WOODS COURT, EAGAN, MN
1 inch = 30ft.
898.3 •
SMH
O
h
O
N
S
882.0
x
880.
879.3
C13-79. 28.46
N89°47'50"E
120.81
• N88°34'40"W
897.7•
10
2.•
\ .0
886 1 •• .
884.4
0 L2:821,
\ 898.
(vacant)
x•
893.6 .•
890.4 •
. x (5)
•
`flt�
i9t.0
89o1•
CP C5?/ x 892.5
•
898.5
SPK
8 90
98
896.9 896
\°o
SPK/
NOTES
— SITE IS UNDER CONSTRUCTION.
:..STALL CONTROLPERIMETER
g02--
N
�WED
//G/a1p�1J
UILDINQ it
,,;, L3;lISfON
Date
EVVED NORTH
EAGAN ENGINEERING DEPT,
— HOUSE PLACMENT AND ELEVATIONS SET BY CONTRACTOR. Q0237 DENOTES
— BEARING'S SHOWN ARE ON ASSUMED DATUM. x 1011.2 DENOTES
DENOTES
s DENOTES
— CONTRACTOR TO VERIFY HOUSE DIMENSIONS,
AND SEWER AND BASEMENT DEPTHS.
— FINISHED GRADE 10 FEET FROM PROPOSED BUILDING
SHALL BE 0.5 FEET LOWER THAN THE FINISHED GRADE AT THE BUILDING. PROPOSED ELEVATIONS
— FINISHED GRADE ELEVATIONS ARE TO FINISHED
SURFACE WITH TURF ESTABLISHMENT. GARAGE FLOOR = 903.6
— DRIVEWAYS ARE SHOWN FOR GRAPHIC TOP OF FOUDNATION = 904.0
PURPOSES ONLY. FINAL DRIVEWAY DESIGN AND LOWEST FLOOR = 895.3
LOCATION TO BE DETERMINED BY CONTRACTOR L' jg A/6„?
LEGAL DESCRIPTION l�
Lot 7, Block 1, HAVEN WOODS, Dakota County, Minnesota.
894x 894.0
I hereby certify that this plan, survey or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Lan Surveyor under the laws of the State of Minnesota.
OSHUA P. SCHNEIDER
Date: 12-10-19 Reg. No. 44655
AREA CALCULATIONS
TOTAL LOT = ±19,689 sq. ft.
Proposed House = ±3,241 Sq. Ft.
Building Coverage = ±16.5%
LEGEND
• DENOTES IRON MONUMENT FOUND
DENOTES EXISTING CONTOUR
46' DENOTES WATER SHUT OFF
® DENOTES EXISTING CATCH BASIN
PROPOSED ELEVATION
EXISTING ELEVATION
DIRECTION OF DRAINAGE
METAL OFFSET SPIKE
ASBUILT ELEVATIONS
JOB#19353
CRE LAND SURVEYING
, MN 55449 r-
763-238-6278 js.acrelandsurveyggmail.com
ID 11 12 13 14 le 1e P le I9 ho ill 112 po p♦ 115 he 17 Pe l a o
R
Interstate Geotechnical Engineering, Inc
Patrick J Hines, PE
8167 100' St S
Cottage Grove MN 55016
(612) 414-5770
6 July 2020
Mr Justin Budzynski
TJB Homes, Inc
9100 Baltimore St NE, # 102
Blaine MN 55449
Re: Inspection of Excavation/Density Testing
Proposed Single Family Residence
Lot 7 Block 1 Haven Woods, Dakota Co (Eagan), Minn
Received
7/6/2020
4013 Haven Woods Ct
permit # EA161930
This is to advise that I examined the excavation for residence installation at above referenced
site. In conjunction with this I performed field and laboratory density tests upon fill
previously placed and compacted in the course of pad construction. Please accept this letter
and attachments as my report of findings.
As you know, I examined available data prior to this work. My report to you on this, dated
26 June 2020, is incorporated herein by reference. Important passages are produced again
here. A superimposition of your planned single family residence, of full basement walk -out
design, garage right, onto the subdivision grading plan indicates minimal or no departure
from said grading plan for the main body of the house. However, a 105(14' area juts off the
rear. Proposed elevations are within a few tenths of that plan. Basement slab elevation will
be 895.3. Hence, bottom of footing elevation for the main living area will be approximately
894.3. American Engineering Testing Inc (AET) issued a report dated 17 June 2020
indicating removal of unsuitable soil on some lots, implying same on this lot. A base of
excavation to suitable soils on this lot is said to be elevations "889 to 891 ". Density tests
were taken by AET on this lot and others in the course of over-all site grading. Two were
performed on this lot, at elevations 892 and 898, both passing. However, I understand that,
as a part of permit conditions for this construction, a full set of density tests is required on
this lot. A normal pattern is one test for every two foot vertical of fill. Hence, tests at about
elevations 894 and 896 were missed, and I was engaged to complete the testing program on
this lot.
A sheet showing the above noted superimposition plus some of my "scratchwork" notations
is attached. I used this to come to the above conclusions.
I inspected the excavation on two occasions on 2 JuIy 2020. The excavator, Siteworx
Excavation, is known to me to be a capable and conscientious operator. Garage footing
trenches revealed a sandy soil, somewhat finer grained, seemingly firm and stable, in
accordance with AET's report. The living area revealed a very mixed nature of soils, from
Mr Justin Budzynski
6 July 2020
Page 2
cohesive to granular, with a high gravel content and some cobbles. Moreover, while
acceptable, it is of marginal quality. Commencing mainly at about the longitudinal midpoint
of the living area and running toward the rear, exposed soils were dark (but not black) in
color. Traces of debris were noted, including woody debris (I picked out and removed one
larger piece of woody vegetation). Traces of concrete, brick and bituminous materials were
also noted. The excavator conservatively removed any exposed soil that appeared suspicious.
Such removals were relatively thin in nature, none exceeding 1'± in overdepth. Most were
in the subslab area and can be refilled and restored using the Ordinary Compaction Method,
no additional density testing required in these zones.
Most importantly, I inspected frost protection depth trench excavation for the 101x14' rear
portion off the designated building pad. I noted on trench excavation sidewalls fill, buried
organic soil and the start of mineral subsoil, a lean clay. The excavation bottom was a few
inches of consistent and suitable lean clay at first. I put down one 13/4' deep hand auger
boring in this area, finding base soils to be a gravelly clean well graded sand, with an
occasional cobble, slightly darker yellowish brown (SW), low moisture content, firm. I could
only get that deep due to the high gravel, with cobbles, content of the base soil. This soil
profile is normal for the area. This area off the designated building pad is suitable for
foundation placement.
Afterwards I performed field and laboratory density testing to complete the above noted
pattern of density testing. Two density tests were taken, one just below proposed living area
footing level and one a little over 2' higher, in the garage fill area. It was very difficult to
perform this testing due to the gravelly nature of the fill, even in the more clayey fill, and as
nature of fill material varied "foot -by -foot". Especially, obtaining enough supplemental
material for laboratory phase testing was difficult. Ultimately, one Standard Maximum
Density (Proctor) test was performed plus one "one point proctor" test . Results are attached.
The density tests exceeded usual requirements (min 95% of Standard Maximum Density).
I now recommend formwork for footings and placing the foundation upon this corrected area.
You may use ordinary spread footings as planned (I note that some of them are designed to
be wider than usual).
This investigation is subject to the usual "Limitations of Investigation" as generally outlined
on the other reports I have prepared for you recently. 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 Justin Budzynski
6 July 2020
Page 3
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 GEOTECHNI �NGINEERING, Inc
\ c---C:1—," .L s,...--...-4k•: /
Patrick J Hines, PE Zi
'ti
President�'�, �i 1'` a4• 7:
Reg No 12086 �� ' '�
��'.. < u'� n, ci o',,•C`..fib
is
enclosures
pH/SC
12V:a `K
N 38' 34'4
OT.LSOZ
Interstate Geotechnical Engineering, Inc
Patrick J Hines, PE
8167 100`h St S
Cottage Grove MN 55016
(612) 414-5770
DENSITY TESTS REPORT
6 July 2020
Mr Justin Budzynski
TJB Homes, Inc
9100 Baltimore St NE, # 102
Blaine MN 55449
Re: Proposed Single Family Residence
Lot 7 Block 1 Haven Woods
Dakota County (Eagan), Minn
Date Tested: 2 July 2020 4 July 2020
Method: ASTM D1.556 (4" Sand Cone)
Test run by: pH
Test No: 1 2A
Test Location: Living Area Garage Area
20' Lt (SE) 10' Lt (SE), 7' to front (NE)
of Proposed Lt (north -most) Residence Area Corner
Elevation: 893.8 896.5
Dry Density, pcf 126.6 127.8
Moisture Content. %: 4.4 8.4
Standard Maximum Density, pcf: 131.5 129.7
Moisture Content @ Optimum, %: 9.5 10.0
(P-1) (P-1A)
Relative Density, %: 96 98'/2
Comments: Tests PASS usual requirement (> 95% of Std Maximum Density).
_INTERSTATE GEOTECHNICAL ENGINEERING, Inc
•
Patrick J Hines, PE
President
Reg No 12086
Interstate Geotechnical Engineering, Inc
Patrick J Hines, PE
8167 100th St S
Cottage Grove MN 55016
(612) 414-5770
PROCTOR TEST REPORT
3 July 2020
Mr Justin Budzynski
TJB Homes, Inc
9100 Baltimore St NE, #102
Blaine MN 55449
Re: Proposed Single Family Residence
Lot 7 Block 1 Haven Woods
Dakota County (Eagan), Minn
Date Test Was Run: 2-3 July 2020
Method: ASTM D698 (Method "A")
Test run by: pH
Proctor No: 1
Source of Sample: Density Tests I material, plus additional material from fill area
Soil Classification: SAND, well graded, w/ a few fines, Dark Yellowish brown (SW)
w/ some gravel
Standard Maximum Density, pet': 131.5
Moisture Content @ Optimum, %: 9.5
Curve Attached
Representative Sample Retained
Comments: 100% Pass 2" sieve
8.4% Passes 2", is retained on 3/4", sieves - DISCARDED
27.8%Passes 3/4", is retained on #4 sieves - RETAINED
Method "C"(1/13 3 ft3 mold) is usually used in this material, but for this
type of soil & project, Method"A" (I/30 f3 mold) is suitable.
3/4"+ material discarded as none was in Density Test #1
INTERSTATE GEOTECHNICAL ENGINEERING, Inc
Patrick J Hines, PE
President
Reg No 12086
1
-v
rn
4}
C
4;— Dry Density in lbs per cubic foot (pcf) —
1
.0.141
r
f
WET DENSITY IN Ibs. per CUBIC FOOT --
pcf)
t 1".
'' :
r
•
Interstate Geotechnical Engineering, Inc
Patrick J Hines, PE
8167100'hStS
Cottage Grove MN 55016
(612) 414-5770
ONE POINT PROCTOR CHECK
6 July 2020
Mr Justin Budzynski
TJB Homes, Inc
9100 Baltimore St NE, # 102
Blaine MN 55449
Re: Proposed Single Family Residence
Lot 7 Block 1 Haven Woods
Dakota County (Eagan), Minn
Date Test Was Run: 5 July 2020
Method: ASTM D698 (Method "A")
Test run by: pH
Proctor No: IA
Source of Sample: Density Test2A material plus add'l mat'l from fill area
Soil Classification: CLAYEY SAND, Dark Brown (SC) w/ some gravel
Est Standard Maximum Density, pcf 129.7
Est Moisture Content @ Optimum, %: 10.0
Curve Attached - new data in red
Comments: The field indications were that this material was very well compacted,\
so this method was deemed appropriate
Gravel content (24.3%), most <3/4", roughly the same - a little 3/4"+ rejected
INTERSTATE GEOTECHNICAL ENGINEERING, Inc
Patrick J Hines, PE
President
Reg No 12086
_ r
Dry Density in lbs per cubic foot (pcf)
ti
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WET DENSITY IN lbs. per CUBpI�Cf) FOOT —
11
Interstate Ceotecbnicel Engineering, Inc
tins jor Dfveoaa
131::}gul
ayn+
UNIFIED SOIL CLASSIFICATION
Typical inning
Laboratory classin000d Quoin
GW
WW1/wits para. paid -and
mimics, link or no fines
GP
GM
u
Poorly ITS gra.eb. gravel•
sand nutturet, hale or no hoes
Silty trivets, gravel-sand-4th
roulunes
GC
Sw
CLyty gravels. gravel -sand -day
matting
•
Wd!•gsaded sands. gnsdh
sands. litsk ar no fines
5P
SM
d
u
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PERMIT
City of Eagan Permit Type:Building
Permit Number:EA164367
Date Issued:09/25/2020
Permit Category:ePermit
Site Address: 4013 Haven Woods Ct
Lot:7 Block: 1 Addition: Haven Woods
PID:10-32090-01-070
Use:
Description:
Sub Type:Fireplace
Work Type:Gas Fireplace (new)
Description:
Census Code:434 - Residential Additions, Alterations
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to
concealing.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Valuation: 3,000.00
Fee Summary:BL - Base Fee $3K $88.50 0801.4085
Surcharge - Based on Valuation $3K $1.50 9001.2195
$90.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Tjb Homes Inc
9100 Baltimore St Ne Unit 102
Blaine MN 55449
Fireside Hearth & Home
2700 Fairview Ave N
Roseville MN 55113
(651) 633-2561
Applicant/Permitee: Signature Issued By: Signature
REVIEWED FOR
CODE COMPLIANCE
07/09/2021 10:55:33 AM
Dqualle
BUILDING INSPECTIONS