4374 Metcalf DrCITY OF EAGAN Remarks
Addition River H1.1.15 9tYl Lot 1?Blk ? Parcel 1 ..Q ????1 gp_Q1
Owner Street 1L3 74 Metcalf Dr. State Fagan?j ?K??
Improvement Date Amount Annual Years Payment Receipt Date
STREET SURF.
STREET RESTOR.
GRADING
SAN SEW TRUNK 1973 148.72 9.91 1 Paid
*SEWER LATERAL 1976 2101.66 7oQ
.55
3 1 Paid
WATERMAIN
#WATER LATERAL 1976
WATER AREA
* STORM SEW TRK 1976
4?STORM SEW LAT 1976
CURB & GUTTER
SIDEWALK
STREETLIGHT 1980 67.80 13,56 5
67
80
C006549
10 3 79
.
WATER CONN. 2? .oo 2952 m
BUILDING PER. 9 165.50 2952 5 - -
sAC 0.00 2952 - 9-7
PARK
$18n_00 Ar3c3i ti nnal GawPr .-nmk Rrn. vlle
Receipt MECHANICAL PERMIT Permit No.
CITY OF EAGAN
Fee
Fill in numbered spaces S/C
Type or Prinr legibly Tot.
1. Date ? 2. Installation Cost
3. Job Address 'q3 7? /)9e?-cAl?..ot Bik. Tract
4. Owner _ 11
5. Contractor Phone
6. Address
7. City State Zip
S. Building Type: Residential 0
9. Work Description: New ?
Commercial ? Institutional ?
Add 0 Alter Q Repair O
10. Describe Fuel Type
11.
No. Egluibert BTL! - M. Ea.
Forced Air 1Va. Eauipment CFM
Ai
H
i
Mfg. r
andl
ng:
Boilers
Mfg. Mech, Exhaust
Unit Heater
Mfg. Other
Air Cond.
Mfg.
Gas, Piping Outlets
12. 1 hereby certify that the above information is true and correct, and I agree to
comply with all ordinances and codes governing this type of work.
Signed : for
Rough A
Inspections: Date Insp. Date Insp. ?i
This is your permit when numbered and approved.
Approved _ CiTY OF EAGAN 454-8700
- - CITY of EAGAN
B ILDING PERMIT
owoer ....????'?&-t...?,/` .. .. .......L?.?.
Addrass (Presenl) ...i6ll?....f2'?.......?..... . ...........
Bu5ldar ......... .......-.. ......-----'---- ..................................r..._.
Addrese ............. ?rr??.ce?r'.° ..?? ...y?,e...---.c.??1.3l...
DESCRIPTION
?
rl;?
N4 3939
3795 Pilof Knob Road
Eagaa. Minaeaofa 55122
454-6100
Bioriee To Ba Used For Fron! Depih Hsigh! Eai. Cw! esml! Foe Remuks
_
?y -?
'19°°
I / < Locnriox 4-? *r
Slreel, Aoad or oiher Deacriptfon o! Loealfon I Lo! ]ack Additioa or Tzae!
This permit does no! auShoriae the se of sireeffi, roada, alleps or sidewalks ao: doae it give the oaner os Lis agen!
the righ!!o ereale anp siluation whieh is a nuisaeea os which preseals a heaard !o the heallh, safelp, coavenisnes and
geaezal welfare !o anyoae ixt the eommunilp.
THIS PERMIT MUST BE 8 T REMI WHILE THE WOAK IS IN PAOG S. ?y
This ie 3o eezlify, thai..,.?.has permiss5oa !o exee! a .. ..... .?...?.._uyon
the above descrihed predor mise subjeet io !he pxovisions f all applieable ances for t Ci of Ea ?
j?J.L?._`-'-- ..................... Pe(?,_%y?i.'' ??`""°'-'_"-'-.GG.+t'-• ...... ..........................
............. --------- ----• ...Sulldiny Impeclor
-zt /v 8)kr ?
1? 9 -
CT.•y?r Ci' E:^ WN
3i,:`i Pi.lot Kneb Foad
Ea.gan, N;inncsota 55122
PEPS4ZT I\TO.: 679 _
The Cit;r oi Ea.gan hereby gra7ts to _,?son Plumbinc co
of 12201 Minnetonka Blvd.
a PL[JMffiING Permit for: (Owner)Windgor Dev
w'? 4374 Metcalf Dr.pursuant i.o appiica+ion daced 5/t4/76 _
billeds
Pee &xid' $20.00 de.ted this _.1g_ day of _-may _, 19??Ci^_
No. 868 500 s/c
1.4ech-ir.ica7. Permits:
b1C1 'T'O?i.:..l:
/q-/
cTTY oF EAGAN
3795 iilot Kiob Road
Eagan, Alinnesota 55122
PrhMIT NO.; 843
The City of Eagan hereby grants to PaY N. Welter 8eatinq Co.
of Mpls. MN
a Fieating Permit for: (Owner) Windsor Dev. corp.
at 437 tcalf Dr. ? pursuant to application dated 6/10/76
Fee Paid: $20.00 dated this 14 day of June ? 1976
.50 s/c
Building inspector
Mechanical Permits:
Sid Totais
AA
YILL4GE OF EA6AN
3795 PiloT Kno6 Rood
Eagan,MN 55124
7oning; y?.(
. -y'
Owner; wiild90Y
lddress:
WATER SERVICE PERMIT
PERMIT NO.: 1977
DATE; 5/19/76 !
1 !
No. of Units:
Site Address: 4374 Metcalf Dr L
Plumber: -T_hOmpson Plumbing Oo.
Me(er Connection. Charge:
i:.ize _ Account Depo
Permit Fee; 10.00
Header No.: C? _t_V
a
I agreye t comply with the illoge o{ Eagan Surcharge: .50
(0?0? ?
??dind? Misc Charges:
To[al:
liy Date Paid:
7ace of Insp.: Insp.:
__ ...--. --.-,....,?-,.-.,...._...?..__..? - ,- ..... . ..
VrLLAM..OP EAIiAN SEWER SERVICE PERMIT
2735
3795 VibeKnobRood PERMIT NO.: 5?19/76
Eagan. MN 55122 DATE:
1
Zoning: 82 No. of Units: i
Owner: Wind5oT Dev. COrP.
Address:
4374 Metcalf Dr. L19 Bl RH 9
Site Addreas:
5/19/76 02952
350.00
1 agrcs te comyly wiM fho Villoge ef Eogan Connection Charge: -
Ordinoncn. Account Deposit
, Permit Fee: _-----?6
Surcharge: -
By_ Misc. Chazgea:
Date of Insp.: Total:
Insp.: Date Paid:
PLUMBING (RESIDENTIAL)
Permit Application
City Of Eagan
???? 1 3830 Pilot Knob Road, Eagan Mn 55122
Telephone # 651-675-5675 FAX # 651-675-5694
Please complete for: Single Family Dwellings
Townhomes and Condos when permits are required for each unit
nate -ze?-- / D3 / 03
Site Address Unit #
Property Owner 64 Telephone #(('?i"f`.?
Contractor
Address 41!r7W?"p(?,?J? City ?4C?E'd -
State Zip.fj2Q 5? 6 ? Telephone# (716V-?'8'23{ ^7
The Applicant is _ Owner ? Contractor _ Other
Septic System New _ Refurbished Submit 2 sets of plans and MPC license $ 100.00
Includes County fee. Additional consultant fees may appiy.
Alterations To Existing Dwelling Unit, Including
_ Adding fixtures to lower Ievels or room additions, excluding water softener and water heater $ 50.00
_ Abandonment of septic system
_ Water turnaround (+ 5/8" meter if needed -$121.00)
Other.
_ RPZ _ new installation _ repair _ rebuild $ 30.00
_ Lawn irrigation system
? Water sottener _ Water heater $ 15.00
X replacement _ additional D ? l? ? ? ?7
L'1
DEC ? ? 2003 ?I so
State Surcharge
By
Total
I hereby apply for a Residential Plumbing Permit and acknowledge that the intormation is compiete ana accurace; mac me worx ww
be in wnformance with the ordinances and codes of the City of Eagan and wi[h the Plumbing Codes; 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 accordl ce with the
approved p!p,?tn the case of work which requires a review and approval of plans. ,.) ,? n n
Applicant's PrintedName' ' 1 A;fplicanYs Sign
L n BL / CITY USE ONLY RECEIPT #:
7
SUBD. ' l. L?ISo 9 ? RECEIPT DATE: CJ `v d 7/
1998 PLZJMBING PERMIT (RESIDENTIAL)
CITY OF EAGAN
3630 PILOT IQt08 RD
EAGAN, tIIi 55122
(612) 681-4675
Please complete for: ? single family dwellings
? townhomes and wndos when permits are required for each unit
? backflow preventer for underground sprinklersystem
FIXTURES EACH # TOTAL
Shower 3.00 x =
Water Closet 3.00 x =
Baih Tub 3.00 x =
Lavatory 3.00 x =
Kitchen Sink 3.00 x =
Laundry Tray 3.00 x =
Hot T 3.00 x
=
Water Heater I
3.00 x I =
T
Floor Drain 3.00 x =
Gas Piping Outlet ' minimum -1 3.00 x =
Rough Openings 1.50 x =
Water Softener ' for dwellings under conslruction 5.00 x =
W2ter Softener ' Por existing dwelling 20.00 x =
U.G. Spfinkler ' for dwelling under wnst. 3.00 =
U.G. Sprinkler ' for existing dwelling 20.00 =
Alt2rdtlOn5 ' to ezisting residence 20.00 =
Water Tum Around 20.00 =
Private Disposal System * MPC iic. 75.00 =
(new end refurbished systems)
Private Disposal SyStems' Abandonment 20.00 =
STATE SURCHARGE .50
TOTAL Z!?- S 'D
-------------------------------------------------------------------------------------------------•-------
I hereby acknowledge that I have reaC this applia:ion, ;;ate that t?e inturtnetion is coral, and sgree io ccmply wNh atl appl --------------------------
iwbte Cih? o' Eagan c rdinarces.
It is the epplicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any demeges causad by the City during its
nortnal operetionat and maintenance.activiGes to the facilities constructed under this permk within City property/right-of-way/easement.
FIERCE, JOHN
SITE ADDRESS: _ 4374 METCALF DRIVE
EAGAN, MN 55122
OWNER NAME: _ (612) 894-6565
INSTALLER NAME: NORBLOM PLUMBINO CO. TELEPHONE
eac2?8nT?3
crnirH
STREETADDRESS: ?na ra -
MINNEAPOLIS, MN 5540E
CITY: STATE: ZIP:
OF PERMITTEE
JSlFORMS BLDG/PLBG PERMIT (RESIDENTIAL) 1998
MASTER CARD
OWNER ???rG4?t?Rr
STRUCTURE ANO
LAND USED AS A.r.,
Permit I
No.
Issued
Contracfor Issued To
Owner
BUILDING
PLUMBING
CESSPOOL - SEPTIC TANK
WELL
ELECTRICAL
HEATING
GAS INSTALLING
$ANITARY SEWER
OTHER
OTHER
I}ems Approved
(Ini}ial) Date
Remarks
Distance From Well
FOOTING SEPTIC
FOUNDATION CESSPOOL
FRAMING TILE FIELD FT.
FINAL
ELECTRICAL
HEATING DEPTH
OF WELL
GAS INSTALLATION
SEPTIC TANK
CESSPOOL
DRAINFIELD
PLUMBING
WELL
SANITARY SEWER
r „
Violations Noted
on 8atk
COMMENTS:
COMPLIANCE INSPECTION REPORTS
TO BE USED ONLY IN EVENT OF OBSERVED VIOLATIONS
PERMIT NO.
CONDITIONS OF CONSTRUCTION AT THIS INSPECTION
? NO EVIDENCE OF NON-COMPLIANCE
OBSERVED.
? ACCEPTABLE SUBSTITUTIONS OR
DEVIATIONS.
DATE OF INSPECTION
NON-COMPLIANCE. BUILDER WILL COMPLY
WITHOUT DELAY.
ITEMIZED AND
? NON-COMPLIANCE. BUILDER DOES NOT
INTEND TO COMPLY.
? i COMPLETION OF CERTAIN IMPROVEMENTS
Lf WILL 8E DEIAYED BY CONDITIONS BEYOND
CONTROL.
? REINSPECTION REQUIRED
DATE OF REINSPECTION
REVEAlEO
CERTI FICATION - I certity that I have carefully inspected the above in wAich I have no interest present or prospective, and that I have reported herein
all significant conditions observed to 6e at variance with ordinances of the Town of Eagan, approved plans and specifications, and any specific require-
ments for off-site improvements relating to the property inspected.
? Ali lMPROVEMENTS ACCEATABLY COMPIETED
ILDING INSPECTOft
DATE
?J
WINDSOR
May 6, 1976
Mr. Dale Peterson
City of Eagan
3795 Pi1ot Knob Road
Dear Mr. Peterson;
RE; Lot 19 Block 1
4374 Metcalf
Eagan, Minn.
Enclosed please find a check for building permit application and
fees as allocated on the check stub in the amount of $1,060.50.
This home will be a Model 75-30, Elevation B, and wi11 contain
the following:
-Family room and 4th bedroom above(4th bedroom roughed in)
-1 fireplace
• -Appliances
-Inter com
-Patio doors family room w/1OX12 Slab
-Bath & 3/4 up
Attached also find a copy of the proposed plot plan.
Sincerely,
WINDSOR DEVELOPMENT CORPORATION
14) oj? r, G? w?
Warren R. .Anderson
Vice President
WR.A/da
Enclosures
• V MRY 19 1976
vV
W
SUITE 192, 4660 WEST 77TH STREET, EDINA, MINNESOTA 55435 • PHONE (612) 831-0717
An Expansion o f Soid Engineering Services, Inc.
MINNEAPOLIS/ST. PAUL 6800 S. Caunty Hd.18, P.O. Bax 35106, Mpis., Mn, 55435 ! 612-941-5600
NORTHERN MINNESOTA 3219 E.19th Avenue, Hibbing, Mn.55746 / 218-263-8869
May 14, 1976
Windsor Developnent Curporati.on
4660 West 77th Street
Suite 192
Edina, MN 55435 •
Attn: Mr. Warren Anderson
Bmun'.
ENGINEERING TESTING
Re: 66-29A Excavation Inspection
Lot 19, Bl.ock 1
Riverhi.l.ls 9T.h Additi.on
Burn.sville, MinnesoY.a
Mr. [\nderson:
J.S. BPNIIN P. E., 0.esidmt
P. H. ANOEPSON, Vire Pren. Operatiom
C. G. I(HUSE P. E., Vice %ea Enpireering
D. P. MUNANAN P. E., Va Pme. Testing
As reqzxested by Mr. Fred Reislius of your firm, we have
recently conducted a visual inspection of the footing trench '
excavatian on the above referenced lot. The puxpose of the
excavation inspection was to assist in evaluating the suitabili2y
of the soils encountered at bottom of footing grade for
support of the anticipated fooCing load..
i?rior t.o our z•F:cen# 4rsge;.t3on t:h?.s f::•m hcis conu;icted
vari.ous subsoil and *,rater invest.igaY.i.o>>s througho,z* the
proposed d.evelopr;leni.. Borings S1'-21A and Dt:tch Cone Saunding
UC-21 ware taker, in the southern porticns cf tl:is lot and
were reported to you in our report dated Janua.ry 12, 1976.
Fcevious iri£ormation on this lot indicates that original
grade iri the 7ropased huilding areas ranged from approximate
elevation 900 alo7ig the south building line to elevation 902
at the north bui.lding 1i.ite. 7'his areU was subsec{tiently
Stripped of tapsoiis and filled te an approxirnate grade of
905 to 908 in the proposed bui.lding areas. Rased on avai?a'T3!
informai.ion at that ±ime i.t: was our recomu,endar.ion that tN'l
site was suitable Cor foot3.ngs 171aced at or above elevat'i°p'n
899. 41qy1976
.
CONSULTING ENGINEERSJSOILS AND MATERIALS
Test Borings • Foundation Engineering and Recommendalions • Inspec[ion ot Constmetion • Material Testing of Soils, Concrete
66-29A
Windsor Development Corporation -2- 5/14/76
Current design plans indicate that a two-story full basement
dwelling is proposed for this lot. Proposed top of block
grade is elevation 907 with the garage footings at approximate
elevation 903.5 and the basement footings at approximate
elevation 898.5.
The inspection for the excavation of this house was conducted
on May 13, 1976. At that time, the excavation was at proposed
house and garage footing grade of elevation 903.5} from the
northwest house corner to approximately the southeast house
corner. The basement area was excavated down to approximate
elevation 897 to 898h throughout the proposed basement area.
Surface grades were detexmined wiYh a hand level and referenced
to the of£set grade stake set at elevation 905 by Suburban
Engineering. A visual inspection of tRe soils exposed in
the sides of the hasement excavation 3ndicated approximately
four to six feet of clayey sand fi11 underlain by clayey
silt alluvial soils. Four hand auger probes were taken
throughout the basement flobr area. These probes encountered
clayey- silt alluvial soils from the surface to their termination
depth of approximately four feet. Proving ring penetrometer
probes were also taken adjacent to the hand auger prdbes to
assisb in evaluating the suitability o£ these natural soils.
The proving ring penetrometex probes indicate that these
soils are of a medium to rather stif£ consistency with a maximum
allowable bearing capacity on the omder o£ 1500 to 2000
ppunds per square foot. Hand auger prpbes taken in the
garage footing trenches indicated at least three £eet of
compacted clayey sand fill immediately beneath the proposed
garage footings. Two methods are available to provide a suztable soils foundation
for the basement footings. One method would be to subcut
the proposed footing axeas a minimum of twp £eet and replace this
subcut with compacted fr11 so31s. The subcut should be
oversized at a minimum of a 1:1 sideslope down and away.from
the bottom outside edge af the footings. The £ootings could
then be of minimum width with a maximum soil bearing pressure
of 2000 pounds.per square foot. A second method of providing
a suitable foundation scheme would be to place the footings
directly upon undisturbed silt soils. The footing loads
would have to be reduced until a maximum soil bearing
pressure of 1500 pounds per square foot is obtained. If this.
method is desired we would recommend that continuous steel
reinforcement be placed in all footings to assist in bridging
any isolated soft areas and to reduce the chances of detrimental
differential settlement. Caution must be exercised if the
silt soils are left in place and the footings placed directly
upon them. Silt soils characteristically loose theix stability
and load carrying capacity when subjected to either moisture
or disturbance such as those caused by heavy construction
equipment. It is therefore recommended that the last four
66-29A
Windso; Development Corporation -3- 5/14/76
to six inches of excavation be completed by hand to further
minimize disturbarice of the natural soils. Tf water is
encountered in the excavation, all saturated soils must he
completely removed from beneath all footing and floor
areas. It would be recommended to p'lace a six inch sand or
gravel working base throughout the bottom of the excavation
to minimize disturbance of the natural silt soils.
Settlement calculations under the assumed grades and footing
elevations indicate that less than one-half inch of differential
settlement is anticipated if the basement footings.are
placed directly upon undisturbed silt aliuvium. If-the
basement footings are subcut and placed on a ninimum of two
icet of conrpac:ted iill xe aaticir,aie dif£erertial settlenent
of less than one-quarter inch. Some settlement wi11 be
caused due to placement of backfill around the wa11s to
proposed grade=. Based on the grades determined from the
existing bench.mark approximately 12 inches of fill is
required along the north and east building lines. Settlement
due to this fill is on the order of one-c[uarter inch. We
would an.ticipate that all settlement due to the backfill
loads would be complete within onemonth a#ter placement.
It is recommended that backfilling be completed as soon as
possible to eliminate this added differential settlement
prior to construction of the main super structure.
If we can be o£ further assistance in eva7uating these data,
please contact us at your convenience.
Very truly yours,
BRAUN ENGTNEERING STT.NG, INC.
r
George D. Xluempke
Prnject Engineer
? ?
C. G. Kruse, P.E.
Vice President - Engineering
GDK/CGK:gmc
cc: City of Eagan
Aftn: Dale Peterson
The wntent oi thls report antl sup0orting documents are for Me exclusive use of the adtlressee. ln ihe absence oi our prior wrinen approval
we make no representation antl assume no responsibiliry [o any other parties regertling sucb conient.
BRAun"
ENGINEERING TESTING
City of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
(651) 675 -5675
www.ci.eagan.mn.us
Site Address: 4374 Metcalf Dr
Lot: 19 Block: 1 Addition: River Hills 9th
PID:10- 64400 - 190 -01
Use:
Description:
Sub Type:
Work Type:
Description:
Census Code:
Zoning:
Square Feet: 0
Comments:
Fee Summary:
Valuation: 3,000.00
Contractor:
Home Depot At Home Services
656 Mendelssolm Ave. N
Golden Valley MN 55427
(763) 542 -8826
e- Windows/Doors
Windows/Doors-New/Replacement
House
434-
Applicant/Permitee: Signature
PERMIT
City of Eaan
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.
BL - Base Fee $3K
Surcharge - Based on Valuation $3K
Construction Type:
Occupancy:
$88.50
$1.50
Total: $90.00
- Applicant -
Owner:
Prince G Mayaka
4374 Metcalf Dr
Eagan MN 55122
Permit Type:
Permit Number:
Date Issued:
Permit Category:
0801
9001
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
EA088592
03/30/2009
ePermit
City of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
(651) 675 -5675
www.ci.eagan.mn.us
Site Address: 4374 Metcalf Dr
Lot: 19 Block: 1 Addition: River Hills 9th
PID:10- 64400 - 190 -01
Use:
Description:
Sub Type:
Work Type:
Description:
Census Code:
Zoning:
Square Feet: 0
Comments:
Fee Summary:
Valuation: 3,000.00
Contractor:
Home Depot At Home Services
656 Mendelssolm Ave. N
Golden Valley MN 55427
(763) 542 -8826
e- Windows/Doors
Windows/Doors-New/Replacement
House
434-
Applicant/Permitee: Signature
PERMIT
City of Eaan
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.
BL - Base Fee $3K
Surcharge - Based on Valuation $3K
Construction Type:
Occupancy:
$88.50
$1.50
Total: $90.00
- Applicant -
Owner:
Prince G Mayaka
4374 Metcalf Dr
Eagan MN 55122
Permit Type:
Permit Number:
Date Issued:
Permit Category:
0801
9001
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
EA089040
05/05/2009
ePermit
City of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
(651) 675 -5675
www.ci.eagan.mn.us
Site Address: 4374 Metcalf Dr
Lot: 19 Block: 1 Addition: River Hills 9th
PID:10- 64400 - 190 -01
Use:
Description:
Sub Type: e- Siding
Work Type: Siding
Description: House & Garage
Census Code: 434 -
Zoning:
Square Feet: 0
Comments:
Fee Summary:
Valuation: 3,000.00
Contractor:
Total:
Applicant/Permitee: Signature
PERMIT
City of Eaan
Carbon monoxide detectors are required by law in ALL single family homes.
BL - Base Fee $3K
Surcharge - Based on Valuation $3K
Construction Type:
Occupancy:
$90.00
Owner:
Prince G Mayaka
4374 Metcalf Dr
Eagan MN 55122
Permit Type:
Permit Number:
Date Issued:
Permit Category:
Issued By: Signature
When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to
ensure maximum ventilation to attic. Call for final inspection after installation.
$88.50 0801.4085
$1.50 9001.2195
Building
EA091781
10/27/2009
ePermit
- Applicant -
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
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA109989
Date Issued:04/17/2013
Permit Category:ePermit
Site Address: 4374 Metcalf Dr
Lot:19 Block: 1 Addition: River Hills 9th
PID:10-64400-01-190
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Water Heater
Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size
Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Josh Mcguire
1424 3rd St N
Minneapolis, MN 55411
Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087
Surcharge-Fixed $5.00 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 -
Prince G Mayaka
4374 Metcalf Dr
Eagan MN 55122
(651) 334-5152
Benjamin Franklin Plumbing
1424 N 3rd St.
Minneapolis MN 55411
(612) 604-4285 X61
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA125746
Date Issued:08/01/2014
Permit Category:ePermit
Site Address: 4374 Metcalf Dr
Lot:19 Block: 1 Addition: River Hills 9th
PID:10-64400-01-190
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:
Census Code:434 -
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 by law in ALL single family homes .
Amanda Hanson
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 -
Prince G Mayaka
4374 Metcalf Dr
Eagan MN 55122
(651) 334-5152
Prominent Construction Llc
5100 Edina Industrial Blvd
Suite 207
Minneapolis MN 55439
(763) 486-6003
Applicant/Permitee: Signature Issued By: Signature