892 Sunwood Ct - , • r~'~• . >~4. .~s a~~
' ~ C1TY ~F EAGAI+~ ~ 181~ ~ ~
i . 3830 Pilut Knob Road, P.O. Box 21-199, Eagan, MN 55121 ,r'
PHONE:454-810Q f 3
BUILQING PERMIT Receipt # ~ ~ ~
To be used for Est. Vatue ~i41'~ Oate i~' , 19 gl 4
,
Site Ad ress 84~ s~~~D ~ '
Lot ~ Block i Sec/Sub. SUNIEISB HIL1.5 2N tiFFtCE USf ONLY ~
ParceliJo. occuPancy ~3-~~= FEES 3
J08 NILL.EA COMST$UL7IOli tNC zoning ~
¢ Name (ActuaqGonst ~ BIdg.Permit 783.Q0
3 Address A ~ (A~lowable) _ 7Q. SO
a Surcharge
# ot Stories q .i
City PhOne plan Review ~
Length ~a~ ~
SAME oepin
o Name - snc, c~ty 4
Address S.F.Total _ ISSO.00. ;
snc, Mcwcc ,
~ City Phone S.F. Foolprinls _ 6~ ~
Dn Site Sewage _ Water Conn '
- W W Na~pe On Site Well Water Meter
ti^Z- Address ?u~wcc 5ystem 30.00
UZ ~ Acc1. Deposit
<W City Phone cnywacar _
PRV Required S!W Permit
I hereby acknowlege that 1 have read this appiication and state that ihe Booster Pump - SNV Surcharge
information is correct and agree to com~ly with all applicabie State of ~~d~~ ~
Minnesota Statutes and Ciry of Eagan Ordinances. Treatment PI ~
~ - APPROVALS 3 ~O • ~ !
Signature of Permitee Road Unit ~
'~OE MII.LE~ COlIST TNC P~anner Park Ded.
A Building Permit is issued to: -
on the express condition that all work shall be done in accordance with atl Council ~
applicable State of Minnesoia Statutes and City ot Eagan Ordinances. Bldg. Oif. _ Copies ~r-r~-
Vanance - 70TAL ~ ~ ~ ~
Building Official ~ ~
~ Permit No_ Pern+tt iialder Date Telephone #
WATER g -r/ S/
SEWEFiA ' .
PLUMBING ~ ~ ~302 ' ~P OI
N.V.A.C. ~ O ~ 'SIG~'(ODo2aZ
~LECTRIC ~J~ ~
Inapsction Date Insp. Comments
~ootirgs 1 ~
Foundation
Framing '~~,Z (',/JO
Roofing
Rough PIb9- 'i~ J ~ ~ 9 ~
Fbugh Fttg. ~ - • ~ . .
~sui. S / 3 ~ I~S'
Fireplaoe
~
Fnal Htg.
Fnal Plbg. ~ -C ? ~ , > s
Const. Meter Ibg. lnspecia - Notity Plumber
Engr./Plan
Bldg. Final
Deck Ftg.
Deck Fnal
Well
Pr. Disp.
_ , ~ ~r. . . , _ l _ .
~ / w: r. . l ' ~ . sac e ..Y /
a. / .'`~.,.~,,,,r`o` " ' ~
~
B • a ~ .
r•
f~~rtifir~t~e nf (~rr~t~~nr~
4~itp o~ ~agan
~r~rha,ettY of ~iiuxid'atg ~)ns~pr~inn
This Certificate issued pursuant to ?he requirementr of Section 306 of !he Uniforn~ Building
Code certifying that a! lhe ttme of issua~ce this structu~e was in compliance with the various
ordinances oj the City regulating brlflding construction or use. For the jollowing.•
ux c,.,~~ g'' ~ae' TMo. l8711
Tra R3/M I RI .n,a ~ VN
~~s~a~ J~CIE I~F•Et t~ES 18133 tFlallR AVE S, FA~fft~i~t
~ 892 Si~+lt7m ~OURT L I, B 1, ~IItISE °FIIILS 1SID
~
( _ , . . a.~: 4/~/91
, POST IN A CONSPICUOUS PIACE
SEWER & WATER PERMIT OFRCE USE ONLY
CITY OF EAGAN MErER ~~~~Tg PERMIT DATE ~~I19% ~1
3830 Pilot Knob Rd. cHiP # D~6 9~~ PERMIT #
Eagan, MN 55122-1897 ~
METER S12E B.P. RECEIPT z
ISSUE DAl'~ l~- ~ f B.P. RECEIPT DATE ~j i
DATE _ 1 ; 1.
• ; - PRV - BOOSTER PUMQ
SITE ADDRESS ~g2 ~lil~iWC~ L CT PERMIT REQUESTED
LOT 1 BLOCK 1 SEC/SUB ~~~T'.ISE l:l ,.,i,~ 2hD
1- SEWER a WATER - TAPS
APPLICANT: _ COMM/IND ~ RESIDENTIAL
ADDRESS:
CITY, STATE Z~P X NEW _ EXISTING
PHONE:
Lawn Sprinkler Meters are to be Installed
PLIR~ABER: 1~i3 ~iESSIl~f•~ PLUI~IlIt~~r Ahead of Qomestic Meters on Water Line.
ADDRESS: YT.1 RED~1C~0?~ i~R Credit WILL NOT be given for Deduct Meters.
,
C1TY, STATE ApPLE VA~LEY MN Z~p 55124
PHONE: 432-684& !c~ "~i`1.+., , -
1 AGREE TO OMPLY WITH CITY OF
OWNER: 3UB MILL~R COI~STRUCTION InC EAGAN OROINANCES
ADDRESS: 18133 CEDAR AVE S
CITY, STATE F~INGTON Nfls ZIP 55(3~4
PHONE: 431-2t)()1 SIGNATURE WHEN METER ISSUED
PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM
' SEWER PERMITS, CONTACT ENGINEERING DEPT.
• ~ CITY OF EAGAN Np ~ 8~ ~ ~
3830 Pilot Knob Road, P.O. Box 21-799, Eagan, MN 5512~ ~ ~ ~
PHONE:454-8100 ~ ~
BUILDING PERMIT Receip~ p
To be used for SF DWG JGAR Est. Value $141, 000 Date FEB 14 , i g~__
51~0 AddreSS 892 SUNWOOD CT OFFICE USE ONLY
Lot 1 Block 1 Sec/Sub. SIINRISE H7i.1.R ~N
Parcel No. occ~pa~cy R-3~L-1 FEES
Zoninq R-1
~ Name JOE MILLER CONSTRUCTION INC (nduapConst V-N B~dg.Permit 783.00
o Addre55 18133 CEDAR AVE S (Allowable~ V-N Surcharge 70_ Sfl
Cit FARMINGTON Phone 431-2001 x of Stories -
Y Lengih ~2~ Plan Review 509. 00
. o Name SAME Depth 3$' snc, cay 1~~ -
ga Address S.F.Tolal - SAQMCWCC b50.00
~ C.IIY Phone S.F. Foatprinlg -
On Site Sewage _ ~'ater Conn b 60. 00
W W Name On Sile Well - Water Meter 90. 00
Address Mwcc sysiem ~L 30.00
ti. ~u Acct. Deposit
aW City Phone ci~ywarer ~
PRV Requiretl _ SiW Permil 30. 00
I hereby acknowlege thal I have read this application and state that lhe Booster Pump - ~yy Surcharge - 50
information is correct and agree to comply with all applicable State ol
Minnesota Statutes antl d ol Eagan Or11~ ces - Treatment PI z76.00
Signature ol Permitee ~ U~ APPROVAL3 Road Uni~ 370.00
A Building Permit is issued ~o: JOE MILLER CONST I Pianner - park Ded.
on tha ezpress condition that work shall be done in accordance with all Council -
appiica6le Scate ot Minnesota Statutes and City of Eagan Ordinances. Bldg. Ofl. _ Copies
J m~ Variance - TOTAL 3~ 569.00
Building Official ,~I,~.Q.{dd.1
Address: g92 SUNWppD !'OURT Lot 1 Blk ~ Sec/Sub SUNRISE kIIIi,5 ZPID
These items were/were not complete at the time of the final inspection.
D 4/25/91 Yes No
Final grade (6" from siding) j~
Permanent steps - garage
Permanent steps - main entry u
Permanent driveway
Permanent gas 4
Sod/seeded grass
Trail/curb damage
r~
Porch «
Basement finish / il
Deck
Pleasa verify vith the builder the removal of roof tast caps from the plumbing
system and the shut-oPf o£ water supply to the outside lawn faucet before
freeze potential exists. ~
..~EO~.
White - City copy Ye11ow - Resident copy Pink - Contractor copy
J ~
: ;
1991 BIII~ING~~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
1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS
1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS
# OF RENTAL UNITS
# OF FOR SALE UNITS
PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY
OF MONTH IN WHICH REQUEST IS MADE.
IAT CHANGE IS REQUESTED ONCE PERMIT IS I5SUED.
NOTE: ADDRESSES FOR CORNER IATS - CONTRACTOR/HOMEOWNER M[JST DESIGNATE WHICH ADDRESS IS
DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUI ING ERM T IS 2~ n p 2
LC, V I5
PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A IT HAS BEEN COM D.
PERMIT MUST SHOW A LICENSED PLUMBER. FEB J I I99I
_,,,,''I ~ p0
To Be Used For: `l ~~'Yyi~ Valuation: -~y-rr~~j~' Dat :
Site Address r'} %~y '~~(~{,(,~y~,(,J,j~~~ OFFICE USE DNLY
i ly~,a~o-
Lot ~ Block q FEES
Occupancy R3 gldg. Permit ~,(~O
~ ~j Zoning R-I Surcharge 70~ 0
Parcel/Sub A.ry~ IAP~ ~ Actual Const V-N Plan Review ~O~f~ OE7
~ Allowable v-N SAC, City ~~Q~p
Owner te of stories SAC, MWCC C~50,aD
Length (~I'/1 Water Conn. (o%p, 00
Address Depth 38~ Water Meter 9 U,po
S.F. Total Acct. Deposit 3D~oo
City/Zip Code Footprint S.F. S/w Permit 30,C~D
S/W Surcharge ,SC~
Phone On site sewage_ Treatment P1. 2~0
n~/,~~,?J On site well Road Unit ,3 D.O O
Contractor (~Q ~~L(,~, ~ MWCC System ? Park Ded.
A-~ I City water Trail Ded.
Address ~ ~ ~j ~-~i~J GT.v ~ • PRV _ Copies
Booster Pump _
City/Zip Code ~~yWF~~ .SjQay SUBTOTAL
APPROVALS Penalty
Phone ~~/-a~?a d Planner _ I.ot Change
Council TOTAL ,3~9_20
Arch./Engr. Bldg. Off. ~ z-+z~/
Variance
Address
City/Zip Code
Phone #
~ l~c ~ agrees that all work shall be done in accordance with
f (Signature of Con actor)
all applicable State of Minnesota Statutes and City of Eagan Ordinances.
r~ . l
~/AL~lATi01~1_~~~~~ r . •
GAR.~ ,
12 xzZ= z6~{
~0 }~24i '~So
~ x y = (a
~2~ x ~5= 1080~
.~MT.
2~x~~= ~S~
~kS. S •
~ x y `i `i~
_~i x = 3D~3 '
I yz X~...._ ~ I~
. I =
i lu3 X 14= ~S
y42_,
-~la~s~~_ _
~3smT= 1 I a3 ,
2~~ = /~t
r?? 7 x r~z= -ri 39 3 y
1~Ie, ~7(~ 1'~ oov
Pioneer Eneineerine 6819488 P.02
~ * 2422 Enterprisa Drive
* Pi01~lEEp +~endote He~ghts, MN 55720
~ eng* eering.. (612) 681•1914
~ ~c ~F
~ert;,;~a,e af S~rvey,o~:J05EPN M. MICLER CONST. ~NC, ~
u~ 3~~ ~oaY~
~ 6' ~ o
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w ~ ~ ~
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O.Q n 47 ~"u o p~"5 r,~-~,~~o ,.J
d
n d ~ 0-~A `r. tS~ t^~~
` ,J]
r pl Q"~ 2t, $ . ~ r~ , ~ : ~9'~ ~
a.o ~ OcaPo~O_r ~ $ .T.
~ FIouS~- ~
o. ~•>f;.. ~ `z,~,7~ , 9069 1Q
pi5 f ,
\ 7 ~
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wo ~ ~ i
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8 V: aaa`A'..._v_ , ~ ».r.•1
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V~~
898,~a
~ sno,oa Denaf~s fxistin~ E/evcrtion5 J~-' Puo~nsEn Nous~EcF~arroNs
* oo.oo Denofes Proposed ~le~atrons ` low~st F/oor E/aation 8~•
Cltno~cs Oroma ¢ U~r/ily Easemenf ~~p 0,~8/oclr E/evo}ion 9os, ~3
Dtnofes Oraind~e ~low ,7Jrroivs Gora~e 5/ah E/evotion ga 5. ~v
o pcnofe5 ,t-funument , ~
9eo1'in36s shown ort as~umad ~ Ueaolcs a~
f`'sef lJub ~
L4T 1~BLOCu 1, S~UNRISE ~-lILLS 2ND ADlJ1TI~N
I hereby ~?~6~y [hat tnis is e t.ue end wrrecl rep~esentavo~ of e survey of ehe boundaries oF ~N! abwe d cribed lend, d o~ the ~ocaNOn o~ al~
bo~~d~~gs, th9~ean, end ali vlzib~e e~crp9thmem5, it eny, fram or on aeltl ~and. As survsved hy me thie day o~~ A.D, 19~. ~
Scale ~ 1 f
eef D9ERT 9, $r ICH 1,5. AEC.. NO. 14891
aio3
3` .
,I a 1~.1i
~ 111 NNESOIA STATE ENERGY COUE CI4LCULAT I OtlS ~I} ~ I._,._ iI '7 I
~ OASEU 01~ CIIAPTER 5 OF
THE !~r ~ t ~
~IODEL ENERGY COUE - 1943 EDITION
• Adoptlon Ef(ectlve I/1/$~- ~
(~/~~,V~~ Phone Date
Dwner •
I S.f.vr~~tihA rl~/ L:.,e /-10@.}-~c.J .
$~Ce /~~~f855 ~ , L_cc~rt . ~
Coiitractor V~~'~~~~ ~~/~~I\ lA/~~a~ Plione
Uullding ClassGflcatlon: Type A1 (Single Famlly c Ouplex) Type A2(Resldentlal)
. . (3 storles or lessj-
IIOTE: Comple[e pages 3 and h Flrst. (Other) (Over 3 storles)
GEIIERAL IflF01iIlAT1011 .
I, Bullding Perlme[erGJ~E WoP~~
?t1i-f~• ~
2, 11a11 helght (ground to eave) ~ f~•
2~) 2~
j, l, x 2. (above) gross wall area ~3 ~t. '
/
~ x cW~ I~rj~ ft.Z rooF G floot area
~I, OUllding dlmenslons (L~
5. Square foo[ area of rlm Jolst - Floor Jolst slze (2 x j~ ~ I Zq ft2
- f~ X Perlmeter = Rlm yist area = I
i2 15(0 . ,
6. Doors - Ai ea ~ ~ ~ ~ ~ IL~ ,
fhickness In. U Factor .
Type vF Constructlon Perlmeter Ft. ,
. Hanufacturer
7. total door's perlmeter ft. '
~ ~
8. Wlndows: 1lanufacturer l~~~U(~ ~~7~'(~r6 State approved
~
U factor ~ '
TYf'E ' SIZE nnen (Ft.Z) NUFIOER OF TOTAL FE,€T 2
• EACII UIJ I TS .
G~E,~ ~~~~~,1 N
~
, 9. Total Ft.Z Glass L~~~ j~ ,
. X = Ft.z
10. Flreplace area;" Widtli X helglit = •
I 2
x ~ Zi Ft.
• I1. Exposed foundatfon: Ilelght X Perlmeter~( y~,~__-
C011PLETION OF TI115 FORM IS REQUIRED FOR n~~ N€~CUN51'RUCT~01~, 11nJUR REIIUUELTG ~NU
~UILOIIIGS DE111f
HOVED WIIERE EIIERCY, OTIIER TH~q illE 111N111AL COUE AILOWANCE, IS USED.
~ c~ 1 `1 I 1
~Z,~ f.raming area = 19~ oF gross Yiall area.
I r a~=,7 ft.2 ~~j~~~
~3, Gross vrall area 2
U windor+s = ~ J U x A'
Windo.i area n ZS ~ ~~~ft. ~
I~
L~ 7 ft.2 U rim Jo1sY = U x A' ~
R1m joist area A ~
2 U "x A ~ lL'u
L1~~~ ft. U door area = ~ ~ -
Door area A~ = IL~ ~ 1~i
p/tr I~.'T~tz' C~~,O ft.2 U f~lfiepldte•= i~' U x A ~'~~~L
F(d~eJ~laee-area A ~7
~ Q~~~j L- ft.Z U foundation ° iC~l(Q U x A=
EXposed foundatlon A (z
`15
ft.2 U framing area = ~E7 U x A°~U~
Framiny area A.i
~ Il . F Z~~~
'LI rj~,(p'~~ ft. Uwall= ~ UxA
IIeE wall area A ~
. U x A ~
' (13ti) 707A1 . . . . . . . .
. j .
~4, Gross wall area z 0.11 (A-1 single family S duplex = allowable U x A/Code
(13. above) •
x 0.23 (~-2 other residential)
x .23 (Other buildings) •
x .23 (Over 3 stoi~ies) . BTUI1, F1ust be larger than
jL °F. 134 abave
rl~V x L Code,u I ~ ~~3~
. n._.
_ J ~~'I ~ -
or t1ie. same asj
l5. Celling framing area (Af) equals 10'X of ceiling area
f t .2.
~ x lW) '
15A. Gross ceiling area = I~) . ~/a
ft.z
154 Jo1st are~ (11f), = 10'~ cei11n9 area =
' ~ ~js ft.2
15C. Net ceiling area {11~} (15A - 150) ' I~~
U cei 1 ing x h i ~~7.~ x~ - C~ i
~nz~~ x_~ Ic~ = 7.~ 3~ ,
U fran~ing x 11 p=
150. T0T11L~U x /1 Z ~
16. Ceiling ai~ea (15A) x 0.~26 (A-1 single familY 5 duplex - code allowable U x A'
x O.D33 (I1-2 other residential):
x 0.06 (othe~L~ i~~ 8a~~~ ~,iust be.larggr than ~15D (above)
~q i ~ (or the same~as)
A (154~ _ x U code -
UOTE: Use U and A values o6talned from pages 1,•3 and ~1.~
CERTIFILATION: I hereby ter[Ify that I have calculateJ tlie "U" factors an~ ~alues ~
h-erejn and that [he bullding here described m~ets or exceeds the Sta[e oF Minnesota ,
Energy Conservatlvn Act. ' "
Uate • ~ ` 5 gnature
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_ ?~4x~ :.~`?'1-,~.-1-.. z~-f' - - _ _ .
. . . -
_ ~ ~ ~ ~ 5 o-r . z9f Z~~ = 1 ~ I
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B~~~ Y Ouality Services Since 7957
ENVIRONMENTA~ LABORATOHIES
em~e..ra
, MINNESOTA ENVIRONMENTALTESTING
MinneaDOlis AND CONSULTING SERV~CES
Hibbing
SL Cloutl
Rochester Reply to address/phone k:
SL Paul
RFFIIIRTEU ~fFICES -
xoeTxonKOTn - ~ . - - 6800 South TH-169
Bismarck ~ ~ . _
wi~rs~on Post Offlce BoX 35108
= Minneapolis, 1~1~ 54635
MOMTRNR . . . . . ~ - ~ :
Billings _ , ~ '.;t ..j~__, (612) 941-6491
Bazeman _ ' Q• ~ ..,t; i
ILLINOIS ~ "~^r '~..P;7
Chi[aqo J3H113 ..'~7 ' ~ J~~ a.S:: !
Z'y ~ ;198~
f:~:FR__I
WISCONSIN . . - J .L`:~;; u [
Milwaukee .
Somerset - . f.' 'r.;1'Y, _J Gi ~4?: ?
City of Eagan
PoqerV.BlompuistPh.D383O Pilot Knob Road
Paul R. Book. CPG
asa~a~~.P.e. Eagan, MN 55123
cc,K~~Se.v.e. Attention: Mr. Mike Foertsch Lu
Anne L. OChs n O~C N Q, R
Gregory G.Olson J e
RFFILIATEDCOMPpNIES Sf/M ~ S~ Aaarna~+
BraunE~qineering RF,: E88-785 EN~IIRONMY~NTAL SOIL BORING
Testing ZNVESTIGATION
Braun Pavement
Technologies.inc. Stll'1WOOd Court Cul-de-sae
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. The 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 borinq 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.
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.
~j,,,~,~ I
Gregg A. Roch ford
Environmental Geologist
Pdul R. Book, CPG
Environmental Geology Manager
Attachments: Site location map
Site sketch
Soil boring logs
ASTM D 2487
GAR/PRB:jas\E88-785
er~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
Eaqan, i~i
A. INTRODUCTION
A.1. Purnose: 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. Scone The services provided for this project consisted of
the followinq:
- 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, Geologic 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 feet above mean
sea level, which indicates a depth of approximately 300 feet of
unconsolidated glacial till.
B wq u n~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. Boring Locations and Elevations: The borinq 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 10U-foot
reference.
B.2. Field Testina and Samnlina: The penetration test borings
were performed with a truck-mounted core and auger drill. Sampling
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 1~ 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 oE soil strength 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
groundwater. 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
samplinq, 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. o s: Log of Borinq 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.
B~unT~
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 hydrocarbon vapors in the
soil borings. It appears that the soils sampled are not
contaminated with VoCs or petroleum product.
E. GENERAL 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 existing 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 practicinq 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
$oring ID: ST-1 Method:
Head Space
Depth of Auger Cuttings Split-Spoon Analysis
Samole lnpm) (pAm) (noml Notes
2.5 0 0
5• ~ 0
10. 0 p
15. 0 0
~ 20 0 0
Location: See sketch Date: 12/21/SA
Weather Conditions: Auger Steam Cleaned? Y N
Calibration: Split-Spoon Cleaned b~een
Boring I.D.: ST-2 samples? Y N
Method:
Head Space
Depth of Auger Cuttings Split-Spoon Analysis
Samole lnom? fonml (oom) Notes
2.5 ' 0 p
5• ~ 0
10. 0 0
15. 0 0
20. 0 0
, Page 2 of 2
UVA Field Data Sheet
• Project Number: E88-785 Date: 19,~7~,fRR
Location: See sketch Auger Steam Cleaned? Y N
Weather Conditions: Split-Spoon Cleaned be~een
Calibration: samples? Y N
Borinq ID: Method: -
Head Space
Depth of Auger Cuttings Split-Spoon Analysis
Sample fnpm) fpnml (ppm) Notes
2.5 0 0
5. 0 0
10. 0 0
15. 0 0
20. 0 0
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
Samole (AOm1 (ppm) (vom) Notes
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F4ah~ll,~,:j~~ a. C
' y~e ~r. E88-785 "V : l o ~
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ST. PAUL SW QUADRAIYGLE
MINfYESOTA
7.5 MIfVUTE SERIES (TOPOGRAPHIG)
SW/{ ST. PAUL IS' DUADNAHGLE
E88-785 City Of Eagan
Sunwood Court, Cul-de-sac to west
B~~~ of Wescott Hills Drive
Fagan, ?~finzesota
o•`•'Jan 8 R~wwtl: ~rswn: .~.i&H So~el ' 2 0 0 0 ~
~i
~
~ - Boring Locations
ST-3 ~1
~ H
Pi
A
~
51' a
H
T
- H
H
O
su.~woon COURT ~
~ 54' 93' W
24' 3
60' ST-~
~
9'
ST-1
E88-785 City of Eaqan Ja1] ' 98
Sunwood Court, Cul-de-sac to west vf R.'"'°d:
B~~~ Wescott Hills Drive o,~,,,,,:
Eaga», f9innesota GAR,
5a1i'Not to
Scale
' ' LOG OF BORING BRAUII
, ENGINEEFIING TESTING
PROJECT: E88-785 FiWIRONPfENTAL SOIL SORINGS BORING: ST-1
City of Eagan LOCATI~N:
3830 Pilot Knob Road
Eagan, MN 55123 See Attached Sketch
DATE: SCALE: - q~
ASTM Tests or Notes
Elev. Depth D2487 Description of Materials BPF W~
100.4 0.0 Symbol (ASTM D2488)
98.9 1.5 ~ FILL: SILTY SAND, brown, frozen. BINQi MARK: Hydrant
at west end of cul-
NII. FILL: SILT, wi.th Roots, black, de-sac on Simwood
97.4 3.0 ~ Tonso~.11 Court.
PII. SANDY SILT, fine- to mediisn-
grained, brown, moist, stiff.
95.4 5.0 ' 14
hII. SANDY SILT, fine- to mediLUn-
grained, with Gravel, brown,
o moist, very stiff.
o (Glacial Till)
c
E
L
~
m 90.4 10.G Z1
~n hII. SANDY SILT, fine- to medi~n-
% grained, with Roots and Gravel,
~ brown, wet, very stiff.
~ (Glacial Till)
c
m •
c
0
m 85.4 15.0 2~
m ML SANDY SILT, fine- to medi~un- -
o grained, with Gravel, brown,
; waterbearing, very stiff.
a (Glacial Till)
a
m`
~
30
~ " -
m
~ IIVD OF BORING
m
a Water level down 16' with 20' of
~ hollow-stem auger in the grourd.
¢
v~ Water level down 16' irtmediately
after wi.thdrawal of auger.
Boring imnediately backfilled.
~ ~ LOG OF BORING ~~V~
ENGINEEflING TESTING
PROJECT: Fgg_~g5 ENVIRONMII9TAL SOIL BORINGS BORING: ST-2
City of Eagan LOCATION:
3830 Pilot Knob Road
Eagan, MN 55123 See Attached Sketch.
DATE: 12/21/88 SCALE:1" = 4'
ASTM Tests or Notes
Elev. Depth D2487 Description of Materials BPF WL
Symbol (ASTM ~2488)
SM FILL: 3" BITUMINOUS Pav~nent
overlying SILTY SAND, brown.
96.1 2.0
SP FIIS.: POORLY GRADED SAND,
mediisn- to coarse-grained, with
Gravel, brown, moist, dense.
93.1 5.0 23
SP FILL: POORLY GRADED SAND,
medium- to coarse-grained, witn
o Gravel, brown, moist, medii.un
o dense.
c
~E
d
~ 88.1 10.0 15
a SP FILL: POORLY GRADED SAND,
y meditun- to coarse-grained, with
a Gravel, brown, moist, loose.
a
c
m
c
0
~ 83.1 15.0 8
~ SM SILTY SAND, medii.un- to coarse-
o grained, with Gravel, brown, wet,
loose.
(Glacial Till)
a
c
~
R
° -5
~ 77.6 2U.~_
~
~ IIdD OF BORING.
a Water level down 18' wi.th 20' of
¢ hollow-stem auger in the ground.
d
~ Water level down 18' imiediately
after withdrawal of auger.
Boring 'u~mediately backfiiled.
' ~ LOG OF BORING ~KAUII
' ENGINEEMN6 7ESTING
PROJECT: E88-785 ENVIRONMENTAL SOIL BORINGS BORING: ST-3
City of Eagan LOCATION:
3830 Pilot Knob Road
Eagan, [rIId 55123 See Attached Sketch.
DATE: SCALE: _ ~
ASTM Tests or Notes
Elev. Depth D2487 Description of Materials BPF WL
Symbol (ASTM ~2468)
SM FILL: SILTY SAND, brown, moist.
7
SP FILL: POORLY GRADED SAND,
a mediinu to coarse-grained, moist,
O1 loose.
0
0
c
d
; 95.4 10.0 28
M~- FILL: SANDY SILT, mediiun-
grained, with Gravel, brown
a mottled with white, noist, very
a
~ stiff.
c
0
~ 90.4 15.0
~ 25
ML FILL: SANDY SILT, mediisn-
~ grained, brown, mottled with
~ white, moist, very stiff.
~
a
a
ro
a
84.9 ~ - ~-grained, brown, wet,
~ END OF BORING. very stiff.
(Glacial Till)
r
a Water level down 18' with 20' of
¢ hollow-stem auger in the ground.
~ Boring iamediately backfilled.
~ Descriptive Terminology
I M Uesignation D 2a87 - 83
Standard Test Methodfor
CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES
' :o,~ «,::,~~~.na P+4RTICLE 51ZE IDENTIFICATION
~ CdItERIP FM ASS:GX:XG fAOL~P SYMBOLS MO qWP
6GOJV XAMES OS1MG IABfRAiWY iF5i1 a SvnB~L NOVG XMf e Boultlers over 12"
Cobbles 3"to 12'.
o ~ CfAN GipVELS
o V ro.e ~a~Fia I ro.:5eneo in n~ : L~I c~ ~ a..e t~ c< < 3 e cx i-s..em ~o-.<~ ~ Gravel
~oa.,.
.a~
~ Cv a l anE/or 1> f~ ~ l e W Goor1Y 9nEad Ae+el f
» ~ Coarse _ . - 3..
, re<,+~ze
~ W d~ i ro. <:;e.e I rnnvcis ~nr v~x~s I r~<: ~i.:.,~ w o. wn sn sna,~ .a.<i r.s.n Fine No. 4-%~.
~ ~ d e ~ ' Fnes cHSSiIy as LL o~ [n G[ :IeyeY 9rmet h9.~
Sand
~ ~ ~ o li saxos ' nenx sr,xos i c, ~ e ,~a ! ~ e< < n = w u~~ i-y..em :.~a ~ . . . . No. 4 - No. 10
II 'aoa:.~::M~,,,. ss n~~, a' Coarse
' oasses xo. < I~' ` 6'"am. i~ c~ e sv voe~iy g~nee sme ~ MediUm No. 10 - N0. 40
~ saros x~rn nxcs ' w~., ae:~;~ er x~ o. nn sn sn~ +~a n•^•' Fine No. d0 - N0. 200
E ~ s~eve ~re im~ ~zs n~.. a i ir~e nerzrrr as t~ o. cx sc n.rir~se~a s~.~ Silt NO. 200 -.005 fllff~
c; .
' > ""e °O"` c~ `~'r ~ Clay less than .005 mm
o '0'Iln l
, ~ SILiS a.u~ Clan ~norganl<
. .~iless Inao 501 ~1 < n or Olots :elo. ••F'• Ilne J ML Sill k.l.m
- RELATIVE DENSITY OF
o.9a~ ~'~'?~'a';^"~ ~ o.~s o~ a9a^` =!'r" m p I COHESIONLESS SOILS
~ ~GwT~~ (n9ani< s-lt k. I. .
I : vi om~. o.. o, .oo.. ..4.. r~. a r.~ a.r `a.• ~ very loose . . . _ 0 - 4 BPF
I ~ v~•s s~:~ e.o.,s - ~ loose . 5 - 10 BPF
0'9'"'0 medium dense 11 - 30 BPF
ua~~e mm~ ~ ; crois eeior •n•~ n„e x uas<;~ sriv x,~,m
~ = so, o~ .,~.e ~ ` ~ dense 31 - 5D BPf
~ nama r+~n - e~ a.rea o-ee~a aar ~ very dense 50+ BPF
o~yen E I m t [ aneE a G.)5 Ox q a s~lt x. 1. . 0 I
PrlmarflC pioan ma:ter, aa~t ~n colo~, e~E J' Geat^
" 9"'' , ' CONSISTENCY OF COHESIVE SOILS
ea:ee o m:t..~:i oa:s~~y 3-~., Irs-~I : v¢ry SOf~ 0- t BPP
o. u r e~c s ~ o+<a~~ec woo~es a~eio~ m~:ee.+~ .do -.un ;ooeiu mmo. wmae.r ~o y.o~c nm~e. SOfl . 2 - 3 BPf
aa+PCn ~.m~sy.m:eis•a.~i : cn,ye a~a :maoi: rather Sott 4- 5 BPF
s~-c~ wo,i~graaet'~<~ ntr r~ar medium . 6- 8 BPF
, ar:..i .im :1ii
s~.cc wmir q,:<m PS:.e~ .~m a.r ra}her stiH 9- 12 BPF
a. sa~a..~m 5 o ec a~ e e~at :~oai:
w.sn .en s•aaes sena .`in~~eriv Sliff . 13 - 16 BPF
SII.SC nell 9'aae~ iaw riID c1aY
sv-m o~o.~r 9,m.c :<~a ~n. very stiff 1J - 30 BPF
sv-sc ooa.:y y~mea sa~e .,m ci+r hartl 30+ 8PF
lo~olz
c ' owm~a - i~ ~
f. ,:a,., ,s~ „~a, .aa ,.~a ~0 9.o~> ~m DRILLING NOTES
q. tr ~m.s~nassuy
as n-e~, ese e~ei~.yroa~ u-m+, 5c-s~.~~
r hne oryan aaa '~nn o.gen c r~nes' to qrouo ~
~ :i ic'l1mnta~ns r lSi g.e e;, aec .im gnrel" ~o grou0~
~r ar,~-e:.g r,m,c: o~o~ m«~~ a.~e, +an , a++~., m`:, <i<,. Standartl penetration test borings were advanced by 3'i<" or 6Y<"
4. !r :c'J c s ts to A9t ptu: M. 300, aaa "+itn sana•' ~ rien y.aveP +nf x oreeminant.
n,o~.i<o~~a+°,>>o.ow,~.aoo,o.~~.s~a~n,:em,<ee•:a~e,•~og~o~o~+m.~~ I.~.hollow-stemaugersunlessnotetlotherwise.Jettingwaterwas
~r ,~o <o !ar.s > 3oi oi~s xo. +oo, v.~am~+m~ny y...:i, +ae •qra.eny o0 9.0~0 ~me.
: =i>~a~=o~~o~:e~o~mo..~a~r,... usedtocleanoutaugerpriortosamplingonlywhereindicatetlon
~ 'A" ~~^e. logs. Standard penetration test borings are designated Cy the
v. :i o~oi. o0 0, mo.. ~a- ~f~..
o. ~i o~~is ceio. •a~ une. p~gfix "ST° (Spllt T11bC).
eo ~ Power auger 6orings were atlvanced by 4" or 6" diameter,
'~o~ r~as:~n:~>~o~ a• •~ne-g~a~~ea sa~re coniinuous-flite, solid stem augers. Soil classification and strain
~ o~ar,~,-9ra~~ec«an~o~of~oars<qro~~ea ~i depthsareinferrediromdisturbedsamplesaugeredtothesurtace
H so~ 'o'~' and are therefoie somewhat approximate. Power auqe~ borings
a i Ea~o*~o~o~'o-~~~e ai~ ~ aredesignatedbytheprefix"B".
x Manzontal a! °I=a ~c LL=25 5, ~ N
o~~ sneo aI=0': ~__-zci ~~i : Hand probings were advancetl manually with a 1'i,' diameter
z ~ Ea~a*~o~ o* "u'-~~e -a ~ probe and are limited to the depth from which the probe can 6e
- v..*mm ar =i5 rooI=~ G~~ ~ manually withdrawn. Hantl probings are indicated by the prefix
F +henPI=C91u-81 i ~~H,.
_ 30
i~ ~ I SAMPLING - All samples are taken with the standard 2" O.D.
u~, OV split tube sampler, ezcept where noted. TW indicates thin-wall
~ 20 ~ d MH oa OH (undistumed) sample.
a~ ~ i~ V~ i BPF - Numbers indicate 61ows per foot recordetl in standartl
,o ~ penetration test, also known as "N" value. The sampler is se[ 6"
ML OL into undisWrbed soil below the hollow-stem auger. Driving
a- ~ resistances are then counted for second antl third 6" increments
°o ~o is zo w •o so w ~o eo vo ~w uo and added to get BPF. Where they differ significaMly, they are
L IOUIO L I M I T llL] reported in the lollowing torm - 2/12 for the secontl and third 6"
inciements respectively.
WN - WH i~dicates that sampler penetrated soil under weight ot
hammer and rods alone, driving not required.
LABORATORY TESTS NOTE - All tests run in accordance with applicable ASTM
stantlards.
DD Dry Density, pct OC Organic ContenL °io
WO Wet Densiry, pcf S Percentof Saturation,%
MC Natural Moisture Content, % SG Specific Gravity
LL Liquitl Limit, °~o C Cohesion
PL Plastic Limit, °/a ~ Angle ot Internal Friction
PI Plasticiry Intlex, °.~o qu UncoNined Compressive Strength
I For~Offioe_Use ~
' ~'9~a 3 ;
Clty of Ea~an ~ Permit#
~ ~
~ Permit Fee: ~ ~
3830 Pilot Knob Road i I
I
Eagan MN 55122 ~ Date Received: `r° ~ ~
Phone:(651)675-5675 I ~
Fax: (651) 675-5694 I Staff:
2009 MECHANICAL PERMIT APPLICATION
Date: ~ r/O ? Site Address:// a l/~ `r~/tW~~ ~OG.~`
Tenant: ~i!/ ~ ~h-d~- r` \ fi Suite
RESIDENTIOWNER Name: P./~/~S~/ Phone: ~ ~~J ~
Address ! City ! Zip: d.l ~L~L ~ -OLl ~ ~
~
CONTRACTOR Name: ~ license q
Address: ~ ~ ~ ~ ~6 ~
Y] / State: Zi ~ 'Z
City' ~`7.f ~bGLl.~I~ ~ P
Phone: ContactPerson: KQ~!'l Cx~~(/il`~~Qr~~~
TYPEOFWORK _New ~~(-Replacement _Additional _Alteration _Demolition
T ~ GBLC (.(j/"~1- ~
~escription of work:
NOTE: 8oth roof moun ed and ground mounted mechanical equlpment is required to
be screened by Cify Code. Please contact the Mechanica! Inspecfor or one of the
Planners ior information on ermitted screenin methods.
RESIDENTIAL COMMERCIAL
PERMIT TYPE New Construction Interior Improvement
~ Furnace - -
~Air Conditioner _ ~nstall Piping _ Processed
Air Exchanger - Gas _ Exlerior HVAC Unit
Heat Pump _ Under / A6ove ground Tank L Install Remove)
- When installinglremoving tank(s), call for inspection by Fire
Other Marshal and Piumhing Inspector
RESIDENTIAL FEES:
$50.5 "mum Add-on or alteration to an existing unit (includes $.50 State Surcharge)
$9D.50 2 f2paif (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge)
$ TOTALFEE
COMMERCIAL FEES:
$70.50 Underground tank installation/removal OR Contract Value $ x 1%
$50.50 Minimum (includes State Surcharge)
_ $ Permit Fee
- If Permit Fee is less than $1,OD0, surcharge is $.50.
- If Perrnit Fee is >$1,000, surcharge increases by $.50 for each Staie Surcharge
$1,000 Permit Fee (i.e. a$1,001-$2,000 Permd Fee requires a$1.00 surcharge).
$ TOTAL FEE
I herehy acknowledge that this infortnation is complete and accurate; that the work will be in confortnanw with the ordinances and codes of the City of Eagan; Ihat
I undersland this is not a permit, 6ut only an application for a permit, antl work is not to start without a pertnit; that the work will be in accordance with the approved
plan in the case of work which requires a review and approval of plans. ~ .
X /WV~~ U~vl ~ xyi~'~'viivl `r J
ApplicanYs Printed ame Applicant's Signature
FOR OFFICE USE
Raviewed By: Date:
Required Inspections: _Under Ground _ Rough In _Air Test _Gas'Serviee Test _In-floor Heat _Final
Pxterior HVAC Screening Inspection
City of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
(651) 675 -5675
www.ci.eagan.mn.us
Site Address: 892 Sunwood Ct
Lot: 1 Block: 1 Addition: Sunrise Hills 2nd
PID:10- 72983 - 010 -01
Use:
Description:
Sub Type: e- Reroof
Work Type: Replace
Description: House
Census Code: 434 -
Zoning:
Square Feet: 0
Comments: If there is no ice protection inspec
acceptable in lieu of inspections.
Fee Summary:
Valuation: 3,000.00
Contractor:
Hometown Restoration
7308 Aspen Ln N #110
Brooklyn Park MN 55428
(763) 494 -8695
BL - Base Fee $3K
Surcharge - Based on Valuation $3K
Total:
Applicant/Bermitee: Signature
PERMIT
City of Eaan
- Applicant -
Construction Type:
Occupancy:
on prior to final, you must meet inspector with ladder and flat bar. Pictures are not
Owner:
Kevin F Etheridge
892 Sunwood Ct
Eagan MN 55123
Permit Type:
Permit Number:
Date Issued:
Permit Category:
$88.50 0801.4085
$1.50 9001.2195
$90.00
I hereby acknowledge that I have read this application and state that the informa
of Minnesota Statutes and City of Eagan Ordinances.
on is correct and agree to comply
h all applicable State
Issued By: Signature
Building
EA080620
10/22/2007
ePermit
City of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
(651) 675 -5675
www.ci.eagan.mn.us
Site Address: 892 Sunwood Ct
Lot: 1 Block: 1 Addition: Sunrise Hills 2nd
PID:10- 72983 - 010 -01
Use:
Description:
Sub Type: e- Windows/Doors
Work Type: Windows/Doors - New/Replacement
Description: House
Census Code: 434 -
Zoning:
Square Feet: 0
Comments:
Fee Summary:
Valuation: 3,000.00
Contractor:
PERMIT
City of Eaan
BL - Base Fee $3K
Surcharge - Based on Valuation $3K
Applicant/Permitee: Signature
Construction Type:
Occupancy:
Improvements to the home require smoke detectors in all bedrooms. If altering window openings, call for framing
inspection. Call for final inspection after installation.
Carbon monoxide detectors are required by law in ALL single family homes.
$88.50
$1.50
Total: $90.00
Owner:
Kevin F Etheridge
892 Sunwood Ct
Eagan MN 55123
Permit Type:
Permit Number:
Date Issued:
Permit Category:
0801
9001
Building
EA092227
12/04/2009
ePermit
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply
of Minnesota Statutes and City of Eagan Ordinances.
h all applicable State
Issued By: Signature
- Applicant -
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PERMIT
City of Eagan Permit Type:Building
Permit Number:EA115422
Date Issued:09/25/2013
Permit Category:ePermit
Site Address: 892 Sunwood Ct
Lot:1 Block: 1 Addition: Sunrise Hills 2nd
PID:10-72983-01-010
Use:
Description:
Sub Type:Windows/Doors
Work Type:Replace
Description:Two or More Windows/Doors
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings, call for framing
inspection. Call for final inspection after installation.
Carbon monoxide detectors are required by law in ALL single family homes .
Valuation: 4,000.00
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 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 -
Daniel M Rockwell
892 Sunwood Ct
Eagan MN 55123
Renewal Andersen
1920 County Road C West
Roseville MN 55113
(651) 264-4777
Applicant/Permitee: Signature Issued By: Signature
Ap r, 8. 2015 1 ; 07PM No. 54b8 P. 2
Use BLUE or�LACK Ink
� ForOff�cAUse` � �� ��
Cft of �a a� ; Pa�,��#: ��o��� ,
� � � Pertnit Fae: ����� I
3830 Pllot Knob Road
Eagan MN 55122 j DaCe Received: j
Phone;(651)675-5675 I I
Fax:(651)675-5fi84 ! Staff: i
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� 2015 RESIDENTIAL BUILDING PERMIT ApP�.ICATION
naee; 4/8/15 s�te Adaress:. 892 Sunwood Cou►t, Eagan, MN 55123 u�;t�:
's���'�"� ':�r;�: ;`=� _
- "���u Name: Dan & Rebecca Rockwell Phone: f 1�_�qF-17dd
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'�Type�..°��O�k�'�'' s a do s (o � �'. �a � c`�
��':�.i,�;:w Y,i?='�;-;"r'Y�'; Conslrucllon Cost: 5890.00 Multi-Family Building:(Yes /No_)
=.:.,,;:,�;a::, „.., � —
'^r.,.-;c;'�C3 '�i��y';I:.";;r;;l;:�: •
�y�''�;x::����'�;<':<� '��'�'��'��;° com an Crossroad Construction, Inc. Karen Heruth �
';'"".Y y. Contacl:
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�J"'='''`'''�K- "<�'�.�': Address: U 9 00 City: Ham Lake
;;,��.9�ltractor,�; .x:
"`' a'���`�'��� State: Z� Phone: 763-434-0202 Email; Karen�crossroedconstrucllon.com
;�t;r� - `>s:� �:��: .�dflL_ P��5�SL4—
ji;i;:�::� -.I'j. i-.4;'.„ .a'1%E.�
- =�"``��?k:�� I.�c BC248303 L�4473
- -__ _ ense#: Lead Ce�tlflcate�!:
(f the pro�ect Is exempt from lead certlficatlon, please explaln why:(see Page 3 for additional inFormation)
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In t�e last 12 months,has the Clty of Eagan Issued a permlt for a simllar plan based on a master plan?
Yes _No if,yes,date and address of master plan: �
�Icensed Plumber; Phone;
Mechanical�on�ractor, � Phone:
•Sewer&Water Contractor: Phone;
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�<::;NOTE:'P/ans.and::su orhn :documents that- .ou su6mlt are:consl e d to: e: ubll�.infa� '�lo' -
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CALI BEFORE YOU DIG. Call Gopher Stata Ona Call at(651)45d-0002 For protecUon a891�st undefground utility damage. GaN 48 hours
before you Intend lo dlg to recelve locales of underground uUllUes. www.aooherstateonecell.orq
1 hereby acknowledge Ihat this in(ortnation is wmplete and accurate;that Ihe w�oAc wlli be In conFormance wilh lhe ordlnances and codes ot lhe Clry of
Eagan; lhat I understand lhls Is nol a pertnit,bul ony an appilcadon For a pertnit,and wnrk Is not to staR without e p6fmit;lhal Ihe work will be in
aCcordance with ihe epprovsd p(an tn Ihe cese of wprk which r9qulres 9 review and approvel of plans.
Exlerior work aulhorized by a�uilding permlt i9sued in accordanca w(lh the Mlnnesola Slale Bulidfng Code must bA complafod wlthin 1A0.
days of pormlE lasuance. •
x Grea 6oelter ,� ,/�./l ,
Applicant's Printed Name Appllcant"s 8lgnature
Page 1 of 3
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PERMIT
City of Eagan Permit Type:Building
Permit Number:EA164284
Date Issued:09/24/2020
Permit Category:ePermit
Site Address: 892 Sunwood Ct
Lot:1 Block: 1 Addition: Sunrise Hills 2nd
PID:10-72983-01-010
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:Does not include skylight(s)
Census Code:434 - Residential Additions, Alterations
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Please print pictures of ice and water protection and leave on site.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Building Code).
Valuation: 5,000.00
Fee Summary:BL - Base Fee $5K $118.00 0801.4085
Surcharge - Based on Valuation $5K $2.50 9001.2195
$120.50 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 -
Daniel M Rockwell
892 Sunwood Ct
Eagan MN 55123
Ashco Exteriors Inc
11164 Zealand Ave N
Champlin MN 55316
(763) 225-8333
Applicant/Permitee: Signature Issued By: Signature