907 Sunwood Ct ~ , DATE: SEP 19, 1990
y 907 SUNWOOD CT (JOE MILLER H0~lES)
RE:
X
Your Sewer & Water Permit for the above property has been completed. it will be held at the
Public Works Garage (3501 Coachman Road) until the meter is picked up. BE SURE TO
CALL PUBLIC WORKS (454-5220) FOR YOUR PERIAANENT WATER TURN ON.
Your Sewer & Water Permit for the above property cannot be completed for the following
reasons:
Your Sewer & Water Permit for the above property has been completed, but the meter cannot
be issued or occupancy allowed until further notice.
COMMERCIAL PROJECTS ONLY: Please pay for meter at City Hall. Meter size must be
confirmed by Bill Adams or Dirk House (Plumbing Inspectors - 454-8100) before issuance.
WARNING: BEFORE DIGGING, CALL LOCAL UTILITIES - TELEPHONE, ELECTRIC, GAS, ETC.
- REDUIRED BY LAW.
CONTACT COMAAUNITY DEVELOPMENT DEPAR~MENT FOR WATER TURN ON POLICY.
5ecretary, Building Inspections Dept.
dR~~ . . . . . . . . . . . . . . . .'l.; . .
~ ~ ro.p
. ~ ~ ~ ~ ~ .:I,
~ • T t r
• ~
• ~
~~e~~i#tr~~~e uf (~xr~~~nr~
~itp of ~agan
~r~r~tc~ nf ~ui[di~g ~ts~erfio~
T hLr Certif'kate iesued pr~rsuan[ l01he rrquirenrents oJSactioR 306 ojthe unijonn Building
Code Qercilyins lhat at t/re tinie oJisruaaae rliis slruclune was in rn~pliance ivilh tJu Narious
ondinmrc~s of rhe Gyty regula~~g building ~ or use For the following.
. ~ -
t6e aa~"fintioa ea ,•-••n~..n eldt. Pkrma tQo. ~
powqn~ Tppe 4
Z/u~ Zomn~ Dimip 7~pe Cnrn~~~_
Owae[ o( Bmldie~ r9"F FfTi 7 F[? ~~l Addoea
4(17 Q1AidYY'1 (YY1RT ~y i-Ss R
~ s3UL'~`ISL-~-Zl1ID
) ~ n.~ KN@~IDE~ Q.~ 1R~10
- e~a~ 6
POST IN A CONSPICUOt7S PI,JICE
~ - . . . A°~: . .,.,s-• . , :±`^.f+a rv~.r. . .,.-.~.~.~~:~r. . : ;pS9RP~~-...i..,v--~~...
~ CITY OF EAGAN ;8~'~
~ 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121
` ~ PHONE:454-8100
BUI~.DING PERMIT Receipt # ~ l~U ~
7o be used Ior g~ Est. Value =142+000 Date SEP 17 ,~g 40
Site Address suH~~ ~
Lot s Block i Sec~Sub. SUNRISE HI1.~S OFFICE USE ONLY ,
Parcel No. occuPa~cy R"3 ~l FEFS '
Zoning
W Name ~OE [~SIIL1.Eit HOH~?5 (Actuat)Const V"~ Bidg.Permit 78~•~ ~
; Address 18133 CEW1R AVE S (Albwable) ~ ~l,pp
° City F~ING~ Phone ~31-2~01 ~ o~ sro~~e5 , Surcharge S11 00
Length ~ Plan Review '
~
, p Name S~~ Depth - SAG City
o~ Address S.F. Total - 6~ ~
SAC, MCWCC •
F Clty Phone S,F. Footprinls _
On Site Sewage _ Water Conn 623
W W Name on s~~e weu X Water Meter
. Address Mwcc sysc~„
aW Clty Phone Cily Water x Acct. Deposit 30•~
PRVRequired _ S/WPermil 30•~
I hereby acknowlege that I have read this a plication and state that the 8ooster Pump - S~W Surcharge
infortnation is correct and agree to cornpTy ith all pplicable State of ~s~ ~
Minnesota Statutes and City o aga rd nces Treatmem PI •
~ APPROVALS 3~S•QO
Signature ot Permitee Road Unit
A Building Permit is issued to: J~ MILLER HOHES Planner - Park Ded.
on the express condition that all work shall be done in accordance with all Counc~l
applicable State of Minnesota Statutes and City of Eagan Ordmances. gid9. pry. _ ~P~es
Variance - TOTAL 3 ~ ~S 1. ~Q
Building Otficial
Permk No. Permit Holder Oate Telephone #
WATER ~lli > - ~ /cl Q
SEWER
PLUMBING ~
~ ~7 7v 1~(~- Ea- ~k~
~ J ~ d
H.V.A.C. ~~,1 ~ : y~~o so
7
EIECTRIC s P~,~ ~ ~cr
Inspection Date I~sp. Comments
Fooci~ys ~ `~1L~ 9 l~J
Foundation
Framing ~~j~ lf
Roofing
Rough Plbg. ' ~Q
~h y yo
~~/9
Fi~eP~ace s o
Fnal Htg. 9e
Fnal Plbg.
Const. Meter Plbg. Inspector - Notify Plumber
Engr.lPlan
eldg. Final ~ ,
Oeck Ftg.
DeCk Fnal
Well
Pr. Disp_
~7r.~:-- _.-Tr•..,-.:.. --_..;r.. . , . .~~,~.op*.~.~,.'n..~.,+ . . . . . . . . ~p!FV,'~'~A
c~ . , . . . . .
~ MECHANICAL PERMIT For City Use Only '
~ ~ CITY OF EAGAN PERMIT # ;
" ~ 3830 PILOT KNOB ROAD, EAGAI~, MN 55122 RECEIP7 # cL~z '
DATE PHONE 454-8100 DATE: ~~~U -~i~7
~
r'" Site Address BLDG. TYPE WORK DESCRIPTION ~
` Lot ~ ' Block ~-Sec/Sub ~S' . New Const._~_
M_unlt.~_ Add~n ' '..'1
~ S(;~'~fT~ Repair
~ Name p~~ ~a
~ Addre s '
c City Phone FEES j
- RES. HVAC 0-100 M BTU -$24.00
Name ADDITI~NAL 50 M BTU - 6.00 ,
(RES. HVAC INCLUDES A/C ON NEW
~3 Address coHSTRUCnoN~ ~
O City - Phone TOWNHOUSE 8 CONDOS - RES. RATE APPLIES '
MINIMUM RESIDENTIAL FEE - ALL ADD-ON 6
TYPE OF WORK REMODELS (INCLUDES GAS PIPING) - 12.00
For~ed Air BT~ CAS OUTLETS (MINIMUM • 1 PER PERMIT-
~ `NEW CONST.) ` 1.50EA.
Boiler M BTU $ COMMAND FEE -1% OF CQNTRACT FEE
~ UnR Heater M BTU $ APT. BLDGS. - COMM. RATE APPUES ,
t; Air Cond. ~ gT~ ~ MINIMUM COMMERCIAL FEE - 20.00 ~
STATE SURCHARGE PER PERMIT - .50
Vent CFM $ (ADD $.50 S/C PER EACH $1000.00 OF PERMIT FEE)
~ Gas Piping Outlets # $ : ~
r Other $ ^
~ CommJlnd. Contract Prlce x 1~a $ O M
* PERMIT FEE: ~j
S/C: FO : CIN ~F EAGAN .
~ TOTAL:
, ; . ,
_ . ~ . ~~~.d..-.., -~:.:r,.~._._..-,., .r_.~'.._..,.. ...e. . . . - . :'•a
~ -
T,~~.~,~T . S- . . . , . . , . . . • • . . . = i ~-va er,K • w
PLUMBING PERMIT For Offlce Use Only
' ' ' CITY dF EAGAN PERMIT # ~ ~U
CONTRACT 3830 PILOT KNOB ROAD, EAGAN, MN 55122 RECEIPT # 8~~
P~tICE PHONE 4548100 DATE: ~ ~Q -
Site Add ss G BLDG. TYPE WORK DESCRIP -
~ SeCLSu s. v New ~ 'i
Lot ~ Block
Muft. Add-on
- Comm. Repair
Name `
m
~ Addre s
c Cit Phon RES. PLBG. ONLY - COMPLETE THE FOLLOWING:
- NO~ FIXTURES TOT
WaDer Closet - $3.00 a
Mame Bath Tubs - $3.00
~ qd Lavatory - $3.00
~ City~ ~ Phon~ ~ Shower - $3.00
FG~t~en Sink - $3.00
UrinaVBidet - 53.00
FEES Laundry Tray - $3.00 ~
COMM./IND. FEE -1% OF CONTRACT FEE ~ Floor Drains -$1.50 ~
APT. BLDGS. - COMM. RATE APPLIES Water Heater -$1.50 S~
TOWNHOUSE & CONDO - RES. RATE APLLIES ~ Whirlpool -;3.00
MIMIMUM - RESIDENTIAL FEE $12.00 ~ Gas Piping Oudets - $1.50 ~ ~ ,
MINIMUM - COMM.IND./FEE $20.00 (MINIMUM -1 PER PERMI~
STATE SURCHARGE PER PERMIT .50 Softener - s5.00
(ADD $.50 S/C PER EA $1,000 OF PERMIT FEE) Well -$10.00
Private Disp. - $10.00 ~
~ ~ Rough Openings - $1.50 ~ SU
SI TURE OF R fITEE U. G. Sprinkler System -$12.00
PERNqT FEE: ~
STATES S/C: , S~
FOR: CITY OF EAGAN GRAND TOTAL:
SEWER & W,~1TER PERMIT OFFICE USE ONLY
CfTY' ~1F ~AGAN~ METER # 3' ~ PERMIT DATE ' ~ ~ y ~
~ 3830 Piio~t•~Knob Rd. d
CHIP S9 ~~C ~ PERMIT # 11653
Eagan, MN 55122-1897
METEFi S1ZE ~ a B.P. RECEIPT
DATE 5e Rt 1 1, 1:' `3 f, 15SUE I~ATE I~'l ~ 1 d B.P. RECEIPT DATE 18 90
- PRV - gOOSTER PUMP
SITE ADDRESS ~ 7 ~ u nwo o d C t, pERM1T REQUESTED
LOT 5 BLOCK 1 SEClSUB G~' ° r~. ~ 1 L~ ~,''r
~
~ SEWER ~ WATER_ - TAPS
APPLICANT:
ADDRESS: - COMMIIND _ f`• RESIDENTIAL
~
CITY, STATE ziP NEW _ E?CISTING
PHONE:
~ ' 1, Lawn Sprinkler Meters are to be Installed
PLUMBER: y r' ~ ~ ~ - ~ ' ~ ~ ~ ~ ' ~ ~ ' Ahead of Domestic Meters on Water Line.
ADDRESS; ' ~ ~ Credit WILL NOT 4e gi~en for Deduct Meters.
CITY, STATE 1' ~ 1ZIP -1 f`f~ti '
PHONE: ~ ~ ?`,~i ~ ---•t-'. ~ ` l ~ 1,:...~' , '
. f AGREE TO C~MPLY YVITH CITY OF
OWNER: ~~S A_~ j a~~ ~ r\;-'~~ EA~AN ORDINANCES
ADDRE5S: ~ ' ~ ~
i ! \ , .`ZIP , - r-- ~1;, 1
CITY, STATE L ~-._l _ ~ ~ -
~
PHONE: ` ` ~ ' ~ ~ SI NATURE WHEN METER ISSUED
f--- _ . ,
PLEA5E dLiOVf/~fiWO WORKING DaYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM
SEWER PERMITS, CONTACT ENGINEERING DEPT.
a
SEW~R ' TEFt~PERMIT OFFICE USE ONLY
CITY pF AN' ; METER # PERMIT OATE / 15
3830 Piloti~Cnob Rd.-
Eagan, INN 55122-1897 CHIP # PERMIT # 126.53~
METER SIZE B.P. RECEIPT ~R ~ ~ ~
DATE Se n t. 1 1, 19 9 0 ISSUE ~ATE B.P. RECEIPT DATE 4~ 1~ 9~ ~
- PRV - BOOSTER PUMP
SITE ADDRESS u R w ° ° a [ . ~ PERMIT RE~UESTED
LOT ~ BLOCK 1 SEC/SUB S u n r i B e H i 1 1~ t~~
~ SEWER WATER - TAPS
APPLICANT:
ADDRESS: - COMM/IND ~ RESIDENTIAL
CITY, STATE ZIP ~ NEW - EXISTING
PHONE:
` Lawn Sprinkler Meters are to be Installed
PLUMBER: ~ F +'l ' t ~ ~ Ahead of Domestic Meters on Water Line.
ADDRESS: ~ - : t~ Credit WILL NOT be given for Deduct Meters.
CITY, STATE 4 t
~11i~~,
v1ZIP - - s ~ ~ . .
PHONE: ' ~
, I AGREE TO COMPLY WITH CITY OF
OWNER: ~ ` ' - 1~ ~ ' ~ ~ _c , ~ '1 - EAGAN ORDINANCES
ADDRESS: ~ ~~I ~ ~ ~ -i- ~ , ~
CITY, STATE ~ ' : ~ ' ' ' ZIP '_Tr
PHONE: 1 i ~ SIGNATURE WHEN METER ISSUED
PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR IMSPECTI~NS. F~R STORM
SEWER PERMITS, CONTACT ENGINEERING DEPT.
CITY OF EAGAN NO 18378
3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121
PHONE: 454-8100
BUILDING PERMIT Rece+p~ # ~ ~IJV ~
To 6e used for SF DWG/GAR Est. Value $142 ~ 000 Date SEP 17 , 1 g_4~
Site Address 907 SUNWOOD CT
Lot 5 Block 1 Sec/Sub. SUNRISE HILLS OFFICE USE DNLY
P8fC01 NO. Occupancy R-3 FEFS
Zoning R-1
w Name JOE MILLER HOMES (ACNap Consl ~1-N Bldg. Permit 787.00
o Addr25S 18133 CEDAR AVE S (Allowable) V=N Surcnarge 71.00
City FARMINGTON Phone 431-2001 xorscodes -
Len Ih 62
~ Plan Review 511 .
9
~ F Name S~ oapu, 4?
~ sac. c~ry 100. 00
Address S.F. 7ota~
~F SAC,MCWCC b00_00
CIfY PhOnB S.F. Footpnnts -
/ On Site Sewage _ Water Conn 625 _ 00
~w Name On Site well - Water Meter 90. 00
. ~i~-y AddrOSS MWCCSystem X
i'~ C,Ity Phone CityWaler ~ AccLDeposit ~n-~1O
PRV Required _ 5/W Permil 30. 00
I hereby acknowlege that 1 have read Ihis application and state that the Boosier Pump - SNV Sumharge . 50
informadon is correct and agree to c with all applica6le State ol
Minnesota StaWtes and City f Ea r~ ance 7reaimem PI 252 .00
SignaWre of Permitee ~ APPROVALS Road Uni~ ~i nn
a Building Permit is issued to: JOE MILLER HOMES P~a^"eY - park oed.
on the ezpress condilion thal all work shall be done in accordance with all Council
applicable Stale ol Minnesota Statutes and City of Eagan Ordinances. g~d9_ pp Copies
" 3 451.50
BuildingOflicial ~~J~I~~ Variance - TOTAL =
~
Address: 9p7 ~7~pD !'pURT Lot 5 Blk 1 Sec/Sub SUNRISE HII.LS ZND
These'items were/were not complete at the time of the final inspection.
j Yes No INSPECTOR:
Final grade (6" from siding) ?
Permanent steps - garage ?
Permanent steps - main entry
Permanent driveway
Permanent gas
Sod/seeded grass
Trail/curb damage ijv~~
Porch
Basement finish
Deck
Please varify vith the builder the removal of roof test caps from the plumbing
system and~the shut-off of vater supply to the outside lavn faucet before
freeze potential exists.
WFtite - City copy Yellow - Resident copy Pink.- Conttactor copy
C~ ~6
5 7y6
6 ~ ~ %
Request ~ate Fire No. Rough~in Inspec~ion
Re 're09 ? Reatly Now Will Notity inspec~or
l. 0~ 1/ 9 0 va: ? rvo hen Reatly?
I~ licensed contractor ? owner hereby request inspection of above elecirical work aC
JoD Atltlress (Streel, 8ox or Rou~e No.) Ciry
907 Sunwood Court EaQan
Saction No. Townsnip Name or No. Range No. County
Dakota
Occupant(PRINT~ Phone No.
Joe Miller Homes 431-2001
Powei Suppli¢r qytlress
Dakota Electric Farminaton, MN 5502
ElecVical Conlrac~or (COmpany Name) ConVac~or's Licensa No.
Midland Electric Inc. 041610
Mailing Aadress IGOnfractor or Owner Making Ins~allation~
14055 Grand Ave So. Suit F_ Bur_ns_ 1iP
Aut ~CO~tracrorlOwnar Makm Inst atio Phone Number
~~~~~1__-- ~ 892-6688
MINNESOTA STATE BOARD OF ELECTpICITV TMIS INSPECTION FEQUEST WILL NOT
Grlggs-Mltlwey Bltlg. - Room 5-1]3 BE ACGEPTED 9V TME STATE BOAR~
18P1 Unlvenity Ave., St. Paul. MN 55109 UNLESS PROPER INSPECTION FEE IS
P1wne(612)602-0800 ENCIOSED.
~
p REQUEST FOR ELECTRICAL INSPECTION
~ ? See instructions br comp~eting this lorm on back of yellow copy. ~'~~y /~'J~./..
-[~j 6 X„"Below Work Covered by This Request C(ni
e Add Rep. Typeof8uilding AppliancesWired EquipmentWired
Home Range Temporary Service
Dupiex Water Heater Electric Heating
Apt 8uilding Dryer Other (Specify)
Comm./industrial Purnace
Farm Air Conditioner
Other (specity) Contractor's Aemarks:
Compute Inspection Fee Below.~
# Other Fee # ServiceEntranceSize Fee # CircuitSfFeeders Fee
Swimming Pool 0 to 200 Amps 0 to 100 Amps
Transformers Above 200 _ Amps Amps
Siqns Inspector's Use Only: / OT/AI
Irrigation Booms (p~' o ~p 3.
Speciai Inspection
Alarm/Communication THIS INSTALLATION MAY B~F~A~iDER DISCONNECTED IF NOT
Other Fee COMPLETED WITH~N 18 ~tqFl HS.
I, the Electrical Inspector, hereby Aoayn-m ~ ~ P' ~e~O ~~i~
certify that the above inspection has F;,,ai - e / ~i
been made. t~~ ~ ~r ~-l~Pi~~
OFFICE USE ONLY
This request witl 1B manihs irom
. : ,
~ ~ !~3'1 ~
1990 BUILDZNG PERMIT APPLICATION
CITY OF EAGAN "
SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL
2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL _
3 REGISTERED SITE SURVEYS ~ REGISTERED SITE SURVEYS - & STRUCTURAL PIANS t
1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIOP7S '
1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS;
# OF RENTAL UNITS
# OF FOR SALE UNITS
PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQiIESTED, BUT NOT PICKED UP BY LAST WORKING DAY ~
OF MONTH IN WHICH REQUEST IS MADE.
LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED.
NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS
DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED.
PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED.
PERMIT MUST SHOW A LICENSED PLUMBER.
To Be Used For: ~ 1Q~A ~Q
. Valuation: Date: I~"~~)
Site Addressqu~ s, ,(f~p`/J~~CI ~ `~2'OQu~,OFFICE USE ONLY
Lot ~ Block ~ FEES
Occupancy 3 M- ?
Zoning
Parcel/Sub ~,~/Y~(~Q~ Actual Const Y-fV B1dg. Permit ~g7,DD
Allowable V- N Surcharge I~0 O
Owner # of stories Plan Review ~I~, OO
Length (02 SAC, City 0 ,O(7
Address Depth 4 2 SAC, MWCC D D~OZ~
S.F. Total Water Conn 62SOv
City/Zip Code Footprint S.F. Water Meter 9Q,0~
Acct, Deposit 30,00 '
Phone On site sewage_ S/W Permit 30,OE1
On site well S/W Surcharge ~$O
Gontractor MWCC System ? Treatment P1. Z
5~
City water ~ Road Unit' pl~
Address ~ , ~ ' PRV _ Park Ded.
Booster Pump Copies
Gity/Zip Code 55 ~ ~ SUBTOTAL
2`~(~(~ APPROVALS Penalty
Phone ~JI~(J~V~)1 Planner _ TOTAL ~!.'T~.~~j
Council
Arch./Engr. Bldg. Off.
Variance
Address
City/Zip Code
Phone #
~z~ rr,~
I~fiv~s ~ ~ ;
Y,2 = hr ~ Z
p,RZ =~1xAl
_ I~ ~
~ xt
~i = ~i r i
' a2(, = R2 ~C 9 ~
~
-~oc~~ ocvZ
IblB~~ '`~~x Ihl(
r-
b = x l
2h =z~,ti
I ~l.u,,s~l
2~0~-~~ ls'
c~~ZS} = h~ X obQ ~
hZ = 17
~z = ~ x zl~~,l
8,a ~z = al x 91
z~ =~xz
b - ~x 1
R2.~ ` Rz x~~
'1.~
o ZS I ~=5t X~~G
ChZ) = ~~c
}~9Z=ZZxZ)
~ZS = hZX ZZ
~ ~ ~ ,
- : , , ~ ~ ~
~ ~vc~i i~m y~ . ,
IiIIIIIESOTA ST/11E ENERGY LOUE CALCULAlI0F15
UASED 011 CIIAPTER 5 OF
'IHE
' FIODEL ENERGY COUE - 1903 EDITION
. . , ' . Adoptlon Effectlve 1/1/~I~ ' . -
(v~~~~Z ~~~~~Phone~ Date ~
Drmcr '
,Site AJdress Lo-r5 B 7
~ ~y ,1._~ lAl~'~~~ . Plionc ,
Contractor ~~~f-iT~
Dullding Classi~flcatlon: Type AI (Single Famlly 6 Duplex) a-" Type A2(Resldentlal)
, , (3 storles or lessj-
II07°_: Complete pages 3 a~~~ flrs[. (Other) (Over 3 storles)
GEIlERAL INFOtU1~T1011
' rr" N v
I. Dulldiny Perlme[er~'JG G p.,~~ 5?~ ft. ~
2. Wall helyht (yround to eave) ~ ft. , .
. 2
~ 3~ rr.
3, 1. x 2. (above) gross wall area ~(J3 ~
I
~I. Dullding dlmenslons (L). l~ X(W) ft.Z roof G(Ioor erea ,
5. Square foot area of rlm Jolst - Floor Jolst size (2 x f(~ ~~z.
- X Perimeter = Rim Joist area = i
.~c • ~
12 ~5(O . '
6. Doors - Aiea ~ I60 ~ Ii1_
lhlckness fn. U factor i ~r
Type o( Constructlon Perimeter ft.
. Hanufacturer
To[al door's perlmeter ft•
. ~
0. Wlndows: Hanufacturer l/J ) U(~ C.1~~7('(jr~ State approved '
U (ector • • ~ .
TYI'E ~ ~ SIZE IIREl1 (Ft.z) NUI4flER OF TOTIIL FEET Z
• EACII UIJITS . .
~,~-E~~ - ~ 'J~_.}~ .l' -
~
9. 7ota1 ~t.Z ~~a55 ZS~,"l~ . . ~
~ x ~ .Ft.Z
ID. Flreplace area;" WIJth X helght = •
2
• I I. Exposeci fou~~datlon: Ilelqht X Perlmeter ~11~ X c~,4~ _ _ Ft.
C011PLETION OF THIS FORII IS REQUIREU FOR ALL p€~CU~ISIRUC~011, 11nJUR
REHUUELTtiG Al1U BUILUIIIGS UEIII(
110VED WIIERE EIIEIIGY, OTIIER Tll~ll TIIE FlIW111AL COUE AL1041ANCE, IS USEU.
, ~
•Fi;aminy area = lOX of yross wall area.
~~J 1 i J~~ ft.2 ~~j 1~ .
13: Gross waal area 2 ~
~
C,~^ U wlndoris = ~ J~ ~ x~ ~
Windo•d area A Z?~~ ~~L_- f t.
I~L~ ~LJ ft.Z U rim Joist x,~'
fiim Joist area A ~ ~
2 u X n = '
- ft. U door area = ~ ~
~oor area A~ ~~~n I~ i'1/~
~~tjl~. z U.f-L1'epl~te~= i~' U x A=
Fth~eJ~ldce-area A ~~'~U ft. ~r~,~~,
~ L- ft:2 U foundation = i01tQ U x 11
Exposed foundatton A G~,~7
o u X n= 2~~
,r~ "J~> ft.2 U framing area F i
Framing area A~~ l~ rJ'=-i , p U x'A F Z~.CJ~
Z ~ 5 ~,(O~~ tt. U wal l=
tlet wall area A ~
. U % r L ~L
• (13U) TO1AL . . . . . . . .
_ , .
~4, Gross wall area x 0.11 (1~-1 single famlly S duplex ° allo4iable U x A1Code
(13. above) •
x 0.23 (11-2 otiier residential )
x .23 (Other bu11d1ngs)
x. .26 (Over 3 stories) . ,?`C dTD~~, t•lust be larger than
i ~
~ n. _ J~~ 1 i~~c _7 x l, Code. I I ' J-~ I 13~ 13D aboye
or tlte. same as)
15. Ceiling framing area (Af) equals 10% oF ceiling area ~
. . . . _ f~ X 1w~ r.... z t. i ,
15A. Gross ceiling area = ~
/o rti.z
154 Jolst are5 (Af) = lOb ceiling area =
' ft.2
15C. tlet ceiling area"(A~) (15A - 15D) _ ~
O"7, ~ x~ I ~ cp'1
U ceiling x A ~ ~y
U iraining x A f= e nTi~j x_ ~C~ = C• ,
' ?io "
iso. Totn~~u x n ,
~6, Ce{11ng area (15A) x 0.026 (A-1 single fmnily 5 duplex - code allor~able U x!1
X 0.033 (!i-Z otlier residential) : '
x O.U6 (othe~L~ paUll 14ust be_larg~r tlian•150 (above)
' I ~ ~ ~ (or the same~as)
A (15.n~ x U (codel-
NOTE: Use U and A values obtalneJ from pages I,•3 and ~1.~
CER7IFIC~T1011: I liereby certlFy [liat I liave calculated tlie "U" factors and !'R" values
hereln and tl,at the bullding here descrlbed mAets or exceeds the State of Nlnneso[a
Energy Conserva[lon Act. ' ' .
Uate • ~ ` 5 gnature
~ •
, ~
~ , . ' . , ,
~
. _ I,
.
.
. '
~ ~
. ,
. . . I:
.
.
;
. . l
, , 11
. . . .
. ~
;
- ,
• ~
_
_
_
.
, ~
, _
, . . - '
. ~
. .
, T_~-~.._~- .
\ I
' . 1
. . . .
• ~
r, :
. I
' . ' . i
•
. . . ~
i - . _ - i
.
.
.
. . . . .
" .
. ' i . "
. ~ .
. _ . . ~
:
~ _'___.r..
' , ~ . ~ .
_ .
. .
~ . . . .
. .
u _ . . _ .
. . . ""_.r'
. . . _ _ . I . .
. _
. ~
. - ~ ~
~ ~
_
~
.....0 ,
_
. ' I ~.l .
~ . . ~J . p. ~ -
~ I
,
.
---0~2 ~ 1 ~ `r~ G2~~? , 2 ~
_ .
.
,I _
~
,
. ~rn ~
'1S
C~ Z
. ~
CJ
, •i
.
.
. , I
;
. ~ . . - .
• ,
~ ~ ~~'2
.
~
,
_ - _ ~~Z
_ ~
~ ~ aX o'L~-~~ ~h~ -
~
~x~ -{If~-I~~I•
- .Q,a~~ ~ko~~l...
_L__ ~ ~ a
~
. ^.tx
. a _ ~
~ 'L - '~Xr2~ ; ~
,
~s~~~2~-~,~~_.X~,~i ~ ~~X~ I ~1~~~yil~---
.
_ -
.
~ - - . ~
- .
.
,
. . _ .
, . _
.
,
~
.
, . -
g ~ ~ ~~Z ~q~ -
` . ~ ~ ~~h2f~2~-Fo~-~~~ ~I
,
_ . . ....._.r.---- . - . -~-c~ ~ x 5 a!
. .
_
-{>2 ~'~~'d J ~ _ ~ Z'~~2 . .
. _ . _ . i--. . ?r I - - - _
C;l~t=o~~J ~i%>~~ ~'nc
. . .
:
~ _ •
~ ~ - -
_
. _ ~ ~
- . . . _ ~ ,
_ T ~ _ ~ ~ ~ ~ , , • .
: ; ,
• . `-f-`iACU€ - . u VnluE
. 'I CElLlI1G
, , ~ ~ . ~ t nni4l nc . .
. . , . ~ U.61 _ Air F11m . U.G~ ~ . .
9~(Q, D . lnsulatlon ~O ' ,
. .
,-Y ' ~ Jo1st
. ,y~ Celling %7~
~ ~i. - l
~ ; - C ~ ~
~ „ ~ _ O.GI Alr Fitm U.GI
~ ^ 1 i
5'`~ '~r l b 1ot01 R ~ 7 7~JJ
; . - .
~ O'~"L
• ' . • 1 OZ?J U ° IC ? .
. - ~
~ ' tl.nr nuoF on entn~ui~n~ c~t~tuo ' `
1-q--~~JV~~ k-Value , CEILIIIG ~
- - F RAIIIIIG .
e- y
J - • U.G) tnside alr flim 0.61
- - - . Cellin
' Jolst ~sFu~
' - Insulattol~
_ ~ .-~.--r . , n~r spac~ _
finof deckfng
Insutatlon ,
Bullt-up root
' ~----t- p,_
j_ j _ UutsiJe 81r 111m U.ll
. ' lotal h
. ~ U
' It
~indod ~n~lltration 5 ctm~lineal foot of crack '
lesidenklal Jvor in~ilf~~atlon U.5 tfm/square foat or Joor dnJ minlmum code Yequiremen~ :
!on-f'esldenNal duor Inflltrat.lon 11.U cfm/lineal loot of c~'ack
12°'tonu-ete block no (nsulation = .47 R 2.1 , , .
I2~~ Concrete black lnsulateJ cores =.2G R 3.0 .
')b• 12'~ llght~,+elc}lit block "°:32 R 3.1 . ~
12'~ 1lyhlnelylit bloek InsUlated'cores a~12 R e~~ M1•
1 SInqI~ glass = 1.13; tillh storm winJo~+~ .5h . • '
1 doV~lp glass = .55 ' '
J lrlplc glass = .~1 ~
,~I1 exlerlor walls and ce111n~s musti 1~ave A v7por barrler (O.IU perm m~x.)i ,
lapor barrler must be on the nslde (heated 51de) of tia11~ i
Iapor barriers of ti~e polyethelene thln film haJe no R valUe. , ,
. .
. ' • ' • li ' " ~ .
• . . ~ . 1 , . . ,
. . ~ ' . , , ~ .
. . .
. A. , . . • ~ -
. . .
; . .
~ , ~ •
~ Br~un
ENVIRONMENTAL LABONATORiES Ouality Services Since 1957
iMwpawe
MINNESOTA ENVIRONMENTAL TESTING
Minneapolis AND CONSULTING SEFVICES
Hibbing
Sc Cloutl Reply to atldress/phone
Rochester
SL PaW
AFFILIATEO OFFICES ,
NOATNUR80TA " ~ ~ Iy r- 6800 South Tfi-169
Bismarck ~ ~ . '
Winisron POSt Off1CE BOX 35108
M~"o~ " Minneapolis, MN 54635
MONTpNA ~ ~ . ~ •
~ ` (612) 941-6491
Billings _ - ...,~~.:.;;::i
Bozeman C1` ~'d" ..;~_i
ILLINOIS . ~ : , ~
Chica9o January ,~;:7.y; ~989_ - ~ ~
WISCONSIx . . ~ ~ . Yr'F .
~ _
Milwaukee - ' - =I
Somerset ;.i;L:~t:- [i)6l?!~~
City of Eagan
RogerV Blomquist.Ph.~83O Pilot Knob Road
Paul fl. Book. CPG
J.S. Braun. P.E. EdCJ3A ~ I~t 5512 3
n ~e i
o~nsE Attention: Mr. Mike Foertsch IQ ~ 3 M~
Gregory G. Olsan N O, F~~•?
RFFILIRTEO COMPRNIES ~V ~ ' se ^ ~D rn~
BraunEngineering RE: E88-785 ENVIRONMENTAL SOIL BORING
Testing IpI~7ESTIGATION
Braun Pavement
Technologies.lnc. SAIIWOOd COLIL`t Clll~d2-SdC
Wescott Hills Drive
Eagan, MN
Dear Mr. Foertsch:
In accordance with your authorization, Braun Environmental
Laboratories, Inc. (BRAUN) conducted environmental soil
borings at the referenced site (Site). The location of the
Site is shown on the attached map. Tha purpose of these
environmental soil borings was to identify the presence or
absence of contaminated soil associated with the fuel
pipeline on the Site.
Three standard test penetration borings (ST-1, ST-2, and ST-
3) were completed at the Site. The results of the borings
are summarized in this report.
Soil samples obtained during the boring operations were
scanned for the presence of volatile organic compounds
(vOCs) by an on-site technician using an Organic Vapor
Analyzer (ovA). No indications of existing soil
contamination were encountered durinq the boring operations
at the Site. OVA results are summarized on the attached OVA
Field Data Sheets.
Please refer to the attached report for a complete
discussion of our analyses and conclusions.
VI
E88-785
City of Eagan -2- January 17, 1989
We appreciate the opportunity to provide our professional services
on this project. Should you have any questions regarding the
contents of this report, please do not hesitate to contact us at
(612) 941-5600.
Very truly yours,
BRAUN Environmental Laboratories, Inc.
~
Gregg A. Roch ford
Environmental Geologist
Paul R. Book, CPG
Environmental Geology Manager
Attachments: Site location map
Site sketch
Soil boring logs
ASTM D 2487
GAR/PRB:jas\E88-785
B~un~M
E88-785
City of Eagan -3- January 17, 1989
RE: E88-785 ENVIRONMENTAL SOIL BORING INVESTIGATION
Sunwood Court Cul-de-sac
Wescott Hills Drive
Eagan, 1~III
A. INTRODUCTION
A.1. Purpose: The purpose of the environmental soil borings was
to identify existing subsurface contamination at the Site based on
the Scope of Services outlined below.
A.2. Scooe The services provided for this project consisted of
the following:
- Three standard test penetration borings (ST-1, ST-2, and
ST-3) were conducted on the Site, and
- Visual inspection and on-site monitoring of the soil
borings with an organic vapor analyzer (oVA).
Based on the results of these activities, this environmental soil
boring report was prepared.
A site history investigation was not within the scope of services
for this project.
A.3. General Geoloaic Conditions: Surface deposits in the area
of the Site consist of end moraine deposits associated with the St.
Croix Moraine of the Superior Lobe, Late Wisconsin Glaciation
(Hobbs, Goebel, 1982, Geoloqic Map of Minnesota, Quarternary
Geology).
The Ordovician bedrock surface below the area of the Site lies at
an elevation of approximately 600 feet above mean sea level. The
surface elevation at the Site is approximately 900 faet above mean
sea level, which indicates a depth of approximately 300 feet of
unconsolidated glacial till.
Br~un~M
E88-785
City of Eagan -4- January 17, 1989
Local groundwater flow was not determined. However, regional
groundwater flow may be toward the Mississippi River to the north.
B. TESTING
B.1. Borina Locations and Elevations: The boring locations were
selected on the basis of underground utilities and the location of
the pipeline. Locations of the borings are shown on the attached
site sketch. Elevations for these borings were taken using the
manhole, located in the cul-de-sac of Sunwood Court, as a 100-foot
reference.
B.2. Field Testina and Samnlin~ The penetration test borings
were performed with a truck-mounted core and auger drill. Samplinq
for the borings was conducted in accordance with ASTM D 1586
"Penetration Test and Split-Barrel Sampling of Soils". Using this
method, the bore hole was advanced with the hollow-stem auger to
the desired test depth. Then, a 140-pound hammer falling 30 inches
drove a standard, 2-inch oD, split-barrel sampler a total
penetration of ls feet below the tip of the lead flight of the
hollow-stem auger. The blows for the last foot of penetration were
recorded and are used as an index of soil strenqth characteristics
and for stratigraphic correlation. Samples were taken at 5-foot
intervals to the termination depth of the borings.
B.3. Groundwater Measurements: Immediately after taking the final
sample in the bottom of the boring, the bore hole was probed
through the hollow-stem auger to check for the presence of
qroundwater. Immediately after withdrawal of the auger, the bore
hole was again probed and the depth to water or cave-in was noted.
The boring was finally checked and then backfilled in accordance
with the Minnesota Department of Health Water Well Construction
Code prior to leavinq the Site.
B.4. Soil Classification: Soils encountered in the borings were
B~un~~
E88-785
City of Eagan -5- January 17, 1989
visually and manually classified in the field by the crew chief in
accordance with ASTM D 2487 "Unified Soils Classification System"
and ASTM D 2488 "Recommended Practice for Visual and Manual
Description of Soils". A copy of ASTM D 2487 is attached. All
samples were then returned to the laboratory for review of the
field classifications by an environmental geologist. Representative
samples will remain in our Minneapolis office for a period of 60
~ days to be available for your examination.
B.S. Contamination Detection Procedures: During the field
sampling, soils were inspected visually for unusual staining as
well as scanned with an oVA to determine if hydrocarbon vapors were
present.
C. RESULTS
C.1. Loas: Log of Boring sheets indicating the depths and
descriptions of the various soil strata, the penetration
resistances, and water level information are attached. The depths
shown as changes between the strata are approximate. The actual
changes may be transitional, and the depths of the transitions
likely vary horizontally.
C.2. Groundwater Measurements: Groundwater was encountered in the
soil borings at depths ranging from 16 to 18 feet with the
hollow-stem auger in the ground.
C.3. Soils Encountered: Generally, the soil borings encountered
sandy silt, fine- to medium-grained with some roots and pebbles.
ST-2, taken in the bituminous pavement of the cul-de-sac,
encountered approximately three inches of bituminous and the
underlying sandy silt fill. Below this fill was approximately 18
feet of poorly graded sand which was considered to be fill, added
pursuant to pipeline leak associated soil abatement. The mottled
soils encountered in ST-3 may have been displaced from the area of
ST-2.
Br~un~M
E88-785
City of Eagan -6- January 17, 1989
C.4. Contamination Detected: Hydrocarbon contamination was not
detected in the soil borings with the OVA meter. Further analysis,
therefore, was not conducted. (See attached OVA Data Sheets.)
D. CONCLUSIONS Our on-site observations revealed no unusual
staining in the soils sampled. In addition, the scanning of soil
samples did not indicate detection of hydrocarban vapors in the
soil borings. It appears that the soils sampled are not
contaminated with VoCs or petroleum product.
E. G~NERAL The analysis and recommendations submitted in this
report are based upon the data obtained from the soil borings
performed at the locations indicated on the attached site sketch.
Subsurface contamination was not detected in our borings. Based
on the existinq pipeline locations, the borings were placed in
areas that would not disrupt underground utilities and, in our
opinion, would best intercept subsurface contamination.
Services performed by the geologists and environmental scientists
for this project have been conducted in a manner consistent with
that level of care and skill ordinarily exercised by members of the
profession currently practicing in this area under similar budget
and time restraints. No warranty, expressed or implied, is made.
B~un~M
Page 1 of 2
OVA_ Field Data Sheet
' Project Number: E88-758 Date: 12/21/88
Location: Sunwood Court Cul-de-sac Auger Steam Cleaned? Y N
Weather Conditions: Split-Spoon Cleaned between
Calibration: samples? Y N
Boring,ID: ST-1 Method:
Head Space
Depth of Auger Cuttings Split-Spoon Analysis
Samole fppml (AOm) (DOmI Notes
2.5 0 0
5. p . p
10. 0 0
15. 0 0
20 0 0
Location: See sketch Date: 12/21/88
Weather Conditions: Auger Steam Cleaned? Y N
Calibration: Split-Spoon Cleaned b~een
Soring I.D.: ST-2 samples? Y N
Method: -
Head Space
Depth of Auger Cuttings Split-Spoon Analysis
Sample fppm) (poml fvDml Notes
2.5 ~ 0 p
5. 0 0
10. 0 0
15. 0 0
20. 0 0
' ~ Page 2 of 2
UVA Field Data Sheet
~ Project Number: E88-785 Ddt2: 1~/71fAR
Location: See sketch Auger Steam Cleaned? Y N
Weather Conditions: Split-Spoon Cleaned between
Calibration: samples? Y N
Boring ID: Method: -
Head Space
Depth of Auger Cuttinqs Split-Spoon Analysis
Samole (nom) (ppml (ppml Notes
2.5 0 0
5. 0 0
10. 0 0
15. 0 0
20. p p
Location: Date:
weather Conditions: Auger Steam Cleaned? Y N
Calibration: Split-Spoon Cleaned between
Boring I.D.: samples? Y N
Method:
Head Space
Depth of Auger Cuttings Split-Spoon Analysis
Samtile (nnml (ppml (ovm) Notes
I_
Q~ 1 f ~
' ~ 11 ~ `'Pq~G ~ ~ J jl bw~m 1 ~ l ~
ti ~ ~ I ~ ~9~p ) V
~ U ~ i o~ rl ~ ~ ' ~
o - ~l : ~ ~ ~ ~
~ ~ • 1
~ ~ ~ _ ~ l ' ~Q ~(r~~ ~I,r-',r~~7'~~ ~
~ • -oo ~ efi)i~~ . ~~,\S b. 1.
O I1.7. . ~ f ~ . 1,.
+ ~ ~ . . I~` ( i.!~.
~ ~n 4 ~ ~ ' ~ I
\ ~ f ~ ~(1 i ~ ~ fl ~ ~'1~ L ~J~~ c i ~
~ f ~ ~
i~i. GYa el Cie ~>i ~0 ~~.0~ ~ ~ g 1~~~~~ i ° -~,~'a~ r" ~
4
;
o .J_ . ).rQ ~ c".-~a.~Y, ~~~F.6C ~ ~,,.,,ni 1.
~ r IL
~ ~ s o s , N/ r~ ~j
d i W ~ i ~
~ n ~Y
~ r~: . ~ ~ ~ .I~f~~.i. ~ J (r i J T7n
, r~'~:,t ~ ~ T~ 9 1 t~- ~R~r'
J~,~J~l
l/^~-+~ f 1I~q\~
ODtf ~ ~ R~ • I ~-'R04 .~~.1~OC~'~(7° l'l'~~.- _
~ / ' - 't ~ i ~ r. ~ 0 ~.1.~ 1 ' . ~
~ ~i i~:~, ~ ` a'" ~C ~)~~v~o°/ ~ii~ /i~ r
I l~' _ - ~ L 1~J1
ie . / ~ ~ 11'^ ~ i ~ .~~I I~ .
~ ~
r . ~ r ~ f .~~4 ~ V
' j U ~ la¢ry ~ ?~c. yo° ^
J ~ ~ . .
p~ G e~ a ~ ~ ~`~t
tr. ~jj ~2-. _ .
. ~ o ~ ~ .
o ct rrd o~ c.,,.e~ H~;I
i O. . Z: co~nt.y c~y~-~ soo. .3 v'
a - - 0 : ; ~1. _..J _ _ W o. La./ ~b C~ - 4
~-e.y ~ "~'vi~ ' - _ ~ - . _ _ ~ _ . ~ ~ . (J' ~S7~as1
' ° Site Location~ ~ ~ W
- Fxah~
~ a
~ ~~--s E88-785 f~^ l~ i~ ~
~ e» ~
~ { i - ( i - ~ ~
` ~
~j°'r" ~ ° , - ~p aJ ~ : ~ ~ « I
~ ~ ~ ~ . v"' w rr o ~e» ~ i) yr \
~ ' p~i „ , ~ ; ° / y ~ ~ ~0
~ ~
-o ~ ; o o: o ~ ~
~ - - ~ ~
y5p ~ . ''C ~v ~F _O.'t -
~ ' y~ O ~ 4 i~''
o /
~f~ ~ p ~ cCarthy; o ~ ~
p i' S ~i e ~~U
j ~ ~ , • - ~
. , ee~ ; M , ~ Q D =
, . ~
I , , P ( ~ i
1 _;~/~~~yoo a ~ ,M1` ~ e,
J
f • o ~ ~{`IC / (II' JS 90 ~
~ ^ j ~ , ~
V 'i l_ Im' ' )Il
J~ ~J r " bi~ t~ i, ' /l
1 ` - . ~,l . ~~v : ~ ~ 1 ~ ' l /
'~`~~9a, ~ ~ - ' 1.; c= 5 c ~ - J. :
ST. PAUL SW DUADRANGLE
M[NNESOTA
7.5 MIfVUTE SERIES (TOPOGRAPHIG)
Sw/t 5T. PAUL 13' OIIADRANCLE
E88-785 City Of Eagan
Sunwood Court, Cul-de-sac to west
B~~~ of Wescott Hills Drive
Eagan, tdinaesota
Oace:Jdn Rarird: Orawn: Sa~el : 2 0 0 ~ 0
N
Q
~ - Boring Locations
ST-3 (~1
~ N
~i
Q
~
rJ 1 ~ Fa
H
.'~7
E
F
O
SUNWnpp COU.RT U
~ 54' 93' ~
29'
60' ST-~
_
9'
ST-1
o•~•' Jan ' 88
E88-785 City of Eagan
Sunwood Court, Cul-de-sac to west of R•'nied~
~ ~ ~ ~ Wescott Hills Drive °ri""`GAR
Eagan, flinnesota
$°'~'Not to
Scale
' ~ LOG OF BORING BR/~IUII
. ENGINEERIlN: TESTING
PROJECT: E88-785 FNVIRONPIENTAL SOIL BORINGS BORING: ST-1
City of Eagan LOCATION:
3830 Pilot Knob Road
Eagan, hIIV 55123 See Attached Sketch
DATE: SCALE: = q~
ASTM Tests or Notes
Elev. Depth D2487 Description of Materials BPF WL
100.4 0.0 Symbol (ASTM D2488)
98.9 1.5 SM FILL: SILTY SAND, brown, frozen. BINQ-I MARK: Hydrant
at west end of cul-
[Vff. FILL: SILT, with Roots, black, de-sac on Stmwood
97.4 3.6 ~m ToDSO~_11 Court.
[vII. SANDY SILT, fine- to meditan-
grained, brown, moist, stiff.
95.4 5.0
hiL SANDY SILT, fine- to mediLUn- 14
grained, with Gravel, brown,
. o'l moist, very stiff.
-°o (Glacial Ti11)
c
E
d
~ 90.4 1C.G 21
~n ML SANDY SILT, fine- to mediiun-
~ grained, with Roots and Gravel,
~ brown, wet, very stiff.
~ (Glacial Till)
m •
c
0
~ 85.4 15.0
~ 27
~ ML SANDY SILT, fine- to medi~un-
~ grained, with Gravel, brown,
d waterbearing, very stiff.
~ (Glacial Till)
a
v
.
m
a
c ~
S? " -
~
~ IND OF BORING
m
a Water level down 16' wi.th 20' of
¢ hollow-stem auger in the ground.
vv~'i Water level down 16' irtmediately
after witt~rawal of auger.
Boring imnediately backfilled.
' ' LOG OF BORING g~V~~
ENGINEERINfa TESTNG
PROJECT: E88-785 ENVIRONMIIVTAL SOIL BORINGS BOFIING: ST-2
City of Eagan LOCATION:
3830 Pilot Knob Road
Eagan, hIIV 55123 See Attached Sketch.
DATE: 12/21/88 SCALE:1" = 4'
ASTM Tests or Notes
Efev. Depth D2487 Description of Materials BPF WL
Symbol (ASTM D2488)
SM FILL: 3" BITUMINOIIS Pavgnent
overlying SILTY SAND, brown.
.0
SP FILL: POORLY GRADED SAND,
mediun- to coarse-grained, with
Gravel, brown, moist, dense.
93.1 5.0 23
SP FILL: POORLY GRADID SAND,
mediian- to coarse-grained, with
o Gravel, brown, moist, medii.un
o dense.
c
E
`m
; &8.1 10.u 15
~a SP FILL: POORLY GRADED SAND,
~ medi~un- to coarse-grained, with
~ Gravel, brown, moist, loose.
v
c
m
c
O
~ 83.1 15.0 8
m
m SM SILTY SAND, mediian- to coarse-
o grained, with Gravel, brown, wet,
loose.
m
m (Glacial Till)
a
v
i
W
~
c -5
~ 77.6 20.].
v
~ EfdD OF BORING.
C
Water level doc.m 18' with ZO' of
Q hollow-stem auger in the grou~.
m
Water level down 18' itmediately
after wi.thdrawal of auger.
Boring 'u~mediately backfilled.
° - LOG OF BORING ~I~AU11
ENGINEERING TESTIN6
PROJECT: ggg-7g5 INVIRONME~TfAL SOIL BORINGS BORING: ST-3
City of Eagan LOCATION:
3830 Pilot Knob Road
Eagan, MN 55123 See Attached Sketch.
DATE: SCALE: _ ~
ASTM Tests or Notes
Elev. Depth D2487 ~escription of Materials BPF WL
Symbol (ASTM D2488)
SM FILL: SILTY SAND, brown, moist.
7
SP FILL: POORLY GRADED SAND,
medium to coarse-grained, moist,
o loose.
0
c
E
`m
; 95.4 10.0 28
ML FILL: SANDY SILT, medi~n-
~ grained, with Gravel, brown
° mottled with white, moist, very
a
W stiff.
c
0
~ 90.4 15.0
~ 25
ML FILL: SANDY SILT, mediiun-
~ grained, brown, mottled with
d white, moist, very stiff.
~
a
~
`m
a
c
84.9 ~ - 0 ~•grained, brown, wet,
°cm END OF BORING. very stiff.
(Glacial Till)
a Water level down 18' wi.th 20' of
Q hollow-stem auger in the grotmd.
~ Boring imnediately backfilled.
~ ~ Descriptive Terminology
Q'1S Designation D 2487 - 83
Standard Test Method for
CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES
son n.ssifa~no. PARTICLE SIZE IDENTIFICATION
UIiEPU itfi 4LGxIVG UiOUV SYYWlS N10 IAWV
! GOJi MMS VSING UBd~LLPY Tf5i5 • SlYOpt 91W> N1Mf 0 Boulders ~Vef ~2~~
~
; ~ I Cobbles 3°to 12..
fAAVElS ~ CLEMY GPPYflS fu > 1 J I< L~ [ 3 e GY 4e11-g~beE grarel ~
~ w.e sa m. ss Gravel
~ - .eie:~ee•o ro~ I ' t~ a a .~eia. i > c~ ~ l e v voo.tr 9naea 9•erei r j Coarse . . . . . . . . . . . . . . . . . . . . . . . . . . - 9..
e. „
~ b. < slne fFqYELS MIiX fINFS flnes [lessll ~s Yl ar XN GM Silt rarel ~•9~N I F' N 4
W-- ine o - <
¢„N ro.. in.~ ia n.e: c ri~e: n,s:~ry ,s « a. cn u u.x~ a.ne~ .c.n Sand .
I
~ ' _
, y avm ; cuui s.xos c„ , c.+a ~ n• w uen-y.wm »w ~ ~ Coarse N0. 4- NO. 10
~ e g sos o. .o.< or i ~ers m.. ss r.n a _ _ . . . . . . . . . . . . . . . . . . . . .
I~" ~o+.:. o-rr,o.; c~ ~ c..eio. c~ sr veo.ir s•+~.<:..a ~ Medium No. 10 - No. 40
~ w:ses ro. ~ s cpss~t s.~a e.nd
° E j.,..~ saxos n~x rixcs i vm: e~ n~ o. ~a se sin Fine N0.40- NO. 200
I i ~K finn dais~/y es ¢ or cx 5[ claye~ sena 9~~.~
SiN No.200 - .005 mm
~ . ' a; , r..a omxs o~ o. mo.e n i.r a~r t.~." Clay 1e55 than .005 mm
. ~ me.y.~~~ 'n~ vo: o
I LiiS zv~ La~S t.l;.
j l~puiE lin~t VI a p Or plots Oelo~ '4' Ilne : R $tlt
«s sm RELATIVE DENSITY OF
j - `=9='° r ' ~ " COHEStONLESS SOILS
, t o.qao c ~~e~iT mi~
oi~e.~:e ~ o.is oi P.9:~t~ sti~ x~ i. m, o I
~
v~ mois o. o. anme a va~ ~~.r very loose 0- 4 BPF
I ^ ;
~ ; ' Slu• [:o.s ! IOOSe . . _ . . S - 1O BPF
e . ~
- ra.~a : "•y' ` v; omn e.~o. -n- i~~e e. [iasn< srn ~.~.m I metlium dense 11 - 30 BPF
' = w. > ,o.. ~ dense 31 - 50 BPP
^ ' . i~ mo mm~ a asama cier ~ very dense 50+ BPF
o.qa~ I me ~an . oa[n a•eU < c.]5 ax N a snt I. . C'~ . .
wim.rny o,qe~ic .~vu~, aa,~ roio.. e~e cr P~.i~, I
' . CONSISTENCY OF COHESIVE SOILS
easee a~ :n...v.ai wss~~~ 3-m i rs.mi s vBry SOft 0- 1 BPF
e. u r.m ..m~b ~ uei.. e~em, m.iae.s~~zde -nm :aomes maie. w.~ee~s^ ~a y.o~o ~e~e. SON . . . 2 - 3 BPF
4'eve'~5 •Rn 5 le I11,!enes reyn~.re a spEO1s
,e ~i
n-rr~ .r y.eaea o.e.e~o. in<~~ f2lhBf SOft . . . . 4 - 5 BPF
P-GC nelt g.ay~ 9~eret nun ebr
cv-rr ooo.ir 9•ea~a e•a~~~ .,m :a~ mBdiurtl 6- 8 BPF
w-~ xo.i~ .eaec y.a..~ ..u ai.r rB[her stif} 9- 12 BPF
e. s.m..~u 5 ~o ~zt r.....ea~~,•< o,ei sy~.eo~i
w-v ..n q.mw s,m .,.n snv stifl 13 - 16 BPF
SY-5: ~ell g.pe: suq nID ~tay
M
u-v ~o.~r e~w.. : ~ :n~ very stiH 17 - 30 BPF
so-tc oaonr n~um va~e .,m a.y ~
(ojoiz hald 30 BPF
[ . o~/v~o t .
~o m
r. s ca~in.s ~ ~x se~a. aaa ~.,u se.e• m qm~p
y. ~ r„', su~ a: u.xi, a.<t ,,.,o, s~-~.`~ DRILLING NOTES
r fin o.q.n .ea - a.qamm ~ner m qm.p .
I' so.l5<ontaini ~ 6t yrerel5n•a0E 'dt0 9nreP vo 9roup~n
u a....o~.3 rm~.e: omi ~,arn~a ,on . a~~, ,n:, ~„r. Standard penetration test borings were advanced by 3'." or 6Y<"
L 1( sofl m.ems IS ta B95 plus M. 2pJ. e0U ~it~ SenU' er r~t~ 9revN' ~n~ nerv seGm.lnmt.
i. u~on no.,i~, eoo, o~.~m:~,~v, :„e, eaa ~ ~o g.e~o~~ • I.D.hollow-stemaugersunlessnotedotherwise.Jettingwaterwas
i~ s~ <o~m~~v S' ~oi vw: x~. >oo~ n..e~;~.~nr s•a.e~...oe~~s...«nr' ~o s.o c~name
P~~<~,~:o~~o~+a~o.mwe•w•~~... ' usetltocleanoutaugerpriortosamplingonlywhereindicatetlon
o. e; o. me~, e.~a. u~<. lo s. Standard enetration test 6orin s are desi natetl b the
n. o~ oio~s o o. na.e -a~ rM. 9 P 9 9 Y
a. v~ pions eeie. :~~e. pf2fix "ST" (Split T~b2).
so ~ Power auger borinqs were advanced by 4" or 6" diameter.
'~o~ ocss~~~cor a~ a+ •,~e-y~m~ra :o~~~: continuous-flite, solid stem augers. Soil classitication antl strain
~ o~a+,~~~q~a~oee?~oa*~o~o~coors.-qra~~:a ~ depthsareinlerretllromdisturbedsamplesaugeredtothesurtace
:mis ~
soL and are therefore somewhat app~oximate. Power auger borings
d I Eouo*ron o' ~n'-~~ne E. . .
ea~~~o~*m o* oi•a ~~25 5, .~;j~ N ~ are designated by the pretix "B".
a~I ro~~ o;-;-=~_,-,~;, -~i Hand probings were advancetl manually with a lv;' diameter
z ~ Eo-,a<:o~ o~ "u"-~~~e -a ~ probe and are limited to the depth from which the probe can be
- Yert¢ola+~.~_=16~a~I=7 ~ i
> rne~ oI=o 91u-BI ~ G~ I manually withdrawn. Nand probings are indicated by the pretix
F 30I ~ .,H,.
F ' i~ I SAMPLING - All samples are taken with the standard 2" O.D.
~ ~i~ split tube sampler, except where noted. TW indicates thin-wall
~ Z~ MH a+ OH (undisturbed~ sample.
a
~ i~ iG~ i BPF - Numbers indicate blows per foot recorded in standard
io ~ penetration test, also known as "N" value. The sampler is set 6"
ML ~L into undislurbed soil below the hollow-stem auger. Driving
resistances are then counted for second and third 6" incremenis
~ and adtled to et BPP. Where the diHer si nificantl the are
°o m ~e zo w so so so ~a w so ~oo na 9 Y 9 Y. Y
L IOUID L I M I T(LL1 reported in the tollvwing torm - 2/12 for the second and third 6"
increments respectively.
WM - WH indicates that sampler penetrated soil under weight of
hammer and rOds alone, driving not requiretl.
LABORATORY TESTS NO7E - All tests ~un in accordance with applicable ASTM
Standard5.
DD Dry Densiry, pcf OC Organic Content, Mo
WD Wet Density. pcf S Percent of SaWration, M
MC Natural Moisture Content, °/a SG Specitic Gravily
LL Liquid Limit. No C Cohesion
PL Plastic Limit. % Q Angle of Internal Friction
PI Plasticity Index, /o qu Unconfined Compressive Sirength
2004 RESIDENTIAL BUILDING PERMIT APPLICATION
~ ~ City Of Eagaa ~ 3,S ( ~
~ 3830 Pilot I{nob Road, Eagan MN 55122 ~
~~'~(o , Telephone # 651-675-5675 FAX # 651-675-5694 L, ~ 1
NewConstructionReauirements RemodellReoairReouirements OfficeUseOnlg _
3 regislered site surveys showifg sq. ft of l04 sq. ft. al house; and all roofed areas 2 copies of plan Cer{-yi SuNey?~tsotl ~~~=N
(20%maximumlotcoverageallowetl) 15etofEneqyCalwlations(orheatedadditions TreePresPkiiRecd '~Y ~_N
2 copies of plan showing beam & windax sizes; poured found design, etc. 1 site survey for additions & decks Tree Pres Reguifed _ Y N
1setofEnergyCalculations Addlfion-indlcateiton-sResepflcsysfem OmsiteSepli~'System ~ _l`~,N
3 copies of Tree Preservation Plan if lot platted after 717l93
Rim Jaist Dehail Oplions selection sheet (bldgs wAh 3 or less units
Date 5 / j Construction Cost $ ~ ~ ~ U~ ~
Site Address U i 5~~ w Unit/Ste #
~ ~ N 1".) i~ S
Description of Work _ ~ S G^~,5 p nJ p s,c~ J,,_
Multi-Family Bldg _ Y X, N Fireplace(s) ~ D _ 1 _ 2
Property Owner ^ ~ , r Telephone # S CS ~ ' ~
Contractor ~--~~f?,_C~ ~n~ ~ i ~ ,F~', ~ S'
Address J Fj /.w ~ City G~ ,
State Zip Telephone # ( )
COMPLETE TFIIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672
Energy Code Category , Residential Venfilation Category 1 Worksheet . New Energy Code Worksheet
(Jsubmissiontype) Submitted ~ Submitted
• Energy Envelope Calculatlons Submitted
Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If so, 25% plan review
fee appiies.
Licensed Plumber Telephone )
Mechanical Contractor Telephone
Sewer/WaterContractor Telephone D )
MAY 0 3 2004
I hereby apply for a Residential Building Permit and aclmowledge that the inform ' n is c plete and a curate;
that the work will be in conformance with the ordinances and codes of the City of MN
Statutes; 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 accordance with the approved plan in the case of work which requires a review and
approval of plans. ~
~ ~ GS .~~v, > ' d~t~ L~
ApplicanYs Prin ed ame Applican 's Si aturef
\
OFFICE USE ONLY
r
5ub Types +
? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
? 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ~ 21 Porch (3-sea.) ? 31 Ext. Alt - Multi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screenlgazebo) ? 36 Multi Misc.
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? O6 04-plex ? 12 12-plex Plbg_v or _ N ? 25 Miscellaneous
Work Types
? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding
~ 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
? 33 Alteration ? 37 Demolish Building' ? 43 Reroof ? 46 Windows/Doors
? 34 Replacement "Demolition (Entlre Bldg) - Give PCA handout to applicant
Valuation ~ ~~D Occupancy MCES System
Census Code ~ Zoning City Water
SAC Units Stories Booster Pump
# of Units Sq. Ft. PRV
# of Bldgs Length Fire Sprinklered
Type of Const ? ~ Width
REQUIRED INSPECTIONS
_ Footings (new bldg) Final/C.O.
Footings (deck) FinaUNo C.O.
~ Footings (addition) _ Plumbing
Foundation HVAC
Drain Tile Other
Roof Ice & Water Final Pool Ftgs Air/Gas Tests Final
~ Framing _ Siding _ Stucco _ Stone _ Brick
Fireplace _ R.I. _ Air Test _ Final _ Windows
Insula[ion _ Retaining Wall
Approved By: ~ !.i , Building Inspector
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Base Fee
Surcharge 2~~~~
Plan Review
MC/ES SAC ~ p,~,~f' ~~I ~ I I g~~
City SAC ~
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
License Search
Copies
Other •
Total
~ ~ • 1 t ~ ' ~ ' ' ' ~ ' - _ .
~
• ' ~ C~ ~ ~
c.-
~
/ / ,
~ i~ ~
, s ~-.,t: ,
~ 7 - ~
' ~'~~'~G
~
- . ,:Fi:~'/
i
. ti
~2~
a~i
. . ~ XO ~ . ~.1 .
y
~ f /`~'p~r~ ~ \ . .
5
,~n~,~~~ ~ ~ 3 ; " ;v
4 ,
o p~C~ ~i•-w ~,b
~ ~ ~ ~ /
w
N~ ~ ?
' ~~~j _ „ r ,,'l~ ~~i00 S ~ _1 Nes'so'17 y~6j1;•
~ y . . ~ a
g w
, y tJ"' N M 7.0~ ~ y' 96
W ~ O C ~ n ' ?e ~
. A/~ Lm 5X~ °a.ed S.fi+~CE y~0 -
~ ? . q ; 8: w
J~. ~ N op P N M
. r Q'`- ~ti ~ L $'j' ~I • t ~~'7.2`
~ ~ ~
, m. / _ s
. ~ i5 6'•~ U +t=~i.~=~;~ a _'`W
o d°~,
ZZ.
~ _ ~o
s~-- '~~'i~' \
- , .D
+?os.32 ~ i ~y~q y~
5 Y4' S~: ~7" F ( • ~
4i
/Q r= i
. P~.
~ ' ~4~1
~ ~ ~
~
~
. . ~ 4
CASH RECEIPT
• r
CITY OF EAGAN ~
• 3830 PILOT KNOB ROAD
EAGAN, MINNESOTA 55122
DATE 19 ~
~~o j~~, ,
F1i0M i~
/ ,
' AMOUNT $ - ~ . ~ y~.
& DOLLARS
~ro
? CASH HECK
~ . ~ I~~ ~ ~
~ l~ ~7 -
FUNO OBJECT AMOUPlT
Thank You
BY
C ~o~o~ ~~y
Penk--Fib Copy
PERMIT
City of Eagan Permit Type:Mechanical
Permit Number:EA158726
Date Issued:10/29/2019
Permit Category:ePermit
Site Address: 907 Sunwood Ct
Lot:5 Block: 1 Addition: Sunrise Hills 2nd
PID:10-72983-01-050
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Furnace
Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952)
445-2840.
Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088
Surcharge-Fixed $1.00 9001.2195
$60.00 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 -
Gregory P Harris
907 Sunwood Ct
Eagan MN 55123
(651) 278-6156
Home Energy Center
2415 Annapolis Lane N #170
Plymouth MN 55441
(763) 476-1990
Applicant/Permitee: Signature Issued By: Signature