HomeMy WebLinkAboutpermit record ADDRESS 3011 Sussex Road
PERMIT RECO
Permit No. Date Type of Permit
X30 v 6 a9-9
S-P TESTING, INC.
951 KATYDID LANE
r ST. MICHAEL, MN 55376
497-3536
Steven B. Schirmers
July 17, 1989
Nina Wildman Property
Lot 5 , Blk. 2 , Fox Bend
Orono, Henn. Co. , MN
This system is Designed for a Type 1, four bedroom home and in accordance
with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances .
The soils on this site are typical of SCS soils mapped - LrB - Lester
loam. A seasonally high water table was located at 18" , 22" , 24" , 28" ,
32" & 36" , (mottled soil );. Due to the seasonally high water table ,
a pressurized mound system will need to be installed. The bottom_ of
the rock bed must be located at least 3 ' above the seasonally high
water table.
The soils at a depth of 1.8" have a percolation rate averaging 21. 9
min/inch and are adequate for treating septic effluent.
A pumping chamber will need to be installed to lift the effluent to the
treatment area.
The manifold and supply line pipe must have back drainage to the pumping
chamber: The distribution pipes shall have their ends capped. Be sure
the rock and sand fill material are clean. The sod layer below the
entire mounded area must be turned over, just break up the sod, be sure
not to over work.
The power supply and switches mustbe located outside the manhole and
pumping chamber in a weather proof enclosure. A warning device must be
installed with a light and sound device , this is in case of a pump failure .
(Mercury floats are, a good method) .
•
All neighboring wells are located more than 100 ' away from the proposed
treatment area.
Keep all heavy equipment off of' the proposed treatment area before and
after construction as much as possible. The treatment area should be
marked off before construction.
With proper installation and maintenance, this System should have no
problem in treating septic effluent effectively.
Recommend to pump the septic tank every year if there is only 1 tank
& every 2 years if there are 2 tanks .
Soil and Percolation Testa
e. ccx .
Septic System Design Steven B. Schirmers
SRS/do
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�y !� ? / �� �; I - -_ �+ _ rwE TREATMENT
i . • 977.3 41 /- ,, ( 0 AREAS (3EFCR i
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'L_yso'f PROPERTY OF:Wl UD M A C.-- `C'-C
6 Percolation Tests Scale: /".----Yo•
7'13 Pt 1S T_o P o p N/JR o v T cP XSoiI Borings T �t 13 1 0
OF iU<[. iN SO'RLD/rr.J of CDBench Mork
Ct17 p7 C EL , - (Pias.S
Note: This system is to be constructed to meet O, ONO. /"l A! /`/F/I N• Co.
1 the Minnesota Pollution Control Agency 4Y'e s-p TESTING/IVC.
Chapter 7080 & Local Ordinance? (/
Designed By.�
Note : Check all underground utilities Dote:2,2/ PH.612-497-3566
1
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fir_ Y. ._Y �` <-=9_ '
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SCI - / ��G F" mfr �G1,;,C. , _
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3::> ��. i.o y.0 '
PSA)--I \/\ - -- --_ — �'2i ,
SET- BACKS � _ lo' 4ao '
HOUSE . System must be c . .
Tank a OI from property fines X. - S�-Z Sl o l� P. �czl�i\__- W\QS�� -
`?s from watts
• 2,0 from b'dos.
•
. , '`:ii _ _ _ _ T ea ment area — frern lakes , __ streams ,
Trectmerrt area �a' frcm property tires NOTE:�` Fpy and wit hes must be loco ed in a
�^�^.s��eL -S mAx.te'-t�'" ') 'from we'!s weather proof endosze outside the pumping chamber and mont.ole
. EAGCFict.. wb , �r
ram b,_9 s.
_ t— -,!�` In from trees L 14 SOIL BORING ELEVATIONS
' II --->I-- ! n t� II 11
a
rZ., min. ( 1
rr . . — TH. I EL.----0 .3 -r\-N-'(0--,ter, !
I- ! '— 1. /-!--..d.o.s�� y P grade_�% TH.-2 EL. --, 4:)--, 4:). 4� S •
Tank Tank TH'3 EL.- L't
Drop to Tank l PRESSURE DISTRIBUTION MOUND SYSTEM T 1-i.-4 EL.- i' .3
Min. I"to 8' 1 Pumping TH.5 EL.-`7')L� •
4.
Mox.l��to4� �F P ��,?-1�S S\A'A\--\--e(3-) Chomber ELEVATION at PROPOSED PUMP;NG
. 4"to 6��(Jia.pipe CHAMBER- 9'1O-0
- ? ?-o.x�tDP of \-\E- X90
SYSTEM DESIGN -MOUND_
I 5 1/4-P-13 - 1ISA -0
TYPE-.. , .. . BEDROOM , Averoge percolation rate 1°t min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) ,
�Oflgal./day x.83sq.ft/gal. yCIc1 sq.ft.of treatment area +10% = Sy')sq-.ft. (.= 10ft.width=SS—ft.length of bed area+side slope run.to I x3;``height= �I A ft x ` ft.lawn.area nec.1ed)
Clean rock needed- 5y'),sq.ft.treatment area x /c ' depth of rock= ..'")'--, .cu.ft=27= I cu.yds.(3/4"to 21/'f dia. ,includes 2"of rock above pipe)
Clean sand fill below rock needed A A.S---cu.yds. approx. , sandy loam bock fill AS a.yds.approx., topsoil 6" Co`d cu.yd. Poe-. S-r=N-z-_:. of-tea - /- `6 .
���_ :C Fao �o;� -ro -r'oesc�� � ‘v
gc-c,���� s`�s��1_4 ��TT�;
Number of tanks required , 1st took/0 0o gol. , 2nd tank/oo 0 gal.minrnuns Pw Pu»,?\�1 L. e..-‘1 .--1-C„—
Pumping chamber copocity- 25% of daily sewage flaw of-. 0 gal.=./.5-0 gal.+reserve storage of 150 raa 1/BF ..l._._C) got.+pipe bock drainoge— PROPERTY OF: - - '
of o gal./1001in.ft.of I 97.1dia. supply pipe, lin.ft.needed �C , 0 gal.+ manifold ) 'gat./1001in.ft of 01 "dia.pipe,tn.ft.needed. '). , .. gal. LoT / C_L`(.- fox a
total capacity needed_ '15-Gj gal.(plus area for pump) u�t_ n„r,, / G ctc.,I,c..f_ G v.k.)1 () 1-'\)-\ 4V:-1-k,--i . (1;-
Distribution pipe I/.`dia. , Lrel Iin.ft., /Al"dia. perforations ,"opor1
Pump size 11..2...hp. (pum e capacity 5, gal. 4`� l /day a ) u��, 1'7 ' N ,no c= •4•._ _._,, N-.y�1-kA-~ � L-1 o;tick l vr, \ r\ , r
�°bt �° �' 1 y � � S-P TEST/NG / ..
Note : When constructingbed this area should be shaped Note: Distonce from treatment ores to neighboring welts-
9 9 L
Designed By:/� �• �''
to divert run-off from entering treatment area. 1=Y� '�� Z `� )On 1
i Dote.n/'�.n , PH. 612-497-3566
L-13
CERTIFICATION # 00627 Logs of Soil Borings
K.
Location or Project Wildman Property, Lot 15 , F'ox Bend, Orono
Borings made by S-P Testing, Inc. Steve Schirmers Date 6-29-89
Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger . used• (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 979 . 3 feet Surface elevation 980. 8
0
Topsoil dark brown Topsoil dark brown
loam
loam 0 - 1 '
1 - 1 -
0 = 1 ' 4"
Brown clay loam Brown loam
1 ' 4" - 2 ' -MOTTLING
2 _ Olive brown clay loam 2 -
2 ' - 2-1/2 ' 1 ' 4" - 2-1/2 '
Rusty olive brown clay loam dla9Yoam2-1/2 ' - 3 ' -MOTTLING
3 - 2-1/2 ' - 3 ' 2" 3 -
Rusty olive brown Rusty olive brown
loam clay loam
4 - 3 ' 2" _ 4 ' 2" 4 - 3 ' - 4 ' 2"
Rusty 4 ' 2" _ 4 , 8,,grayoamlty
Rusty 4 , 8" _ 5 , bronamandy
5 - Rusty gray loam 5 -
Rusty gray silty
loam
4 ' 2" - 6 ' 5 ' - 6 '
6 - 6 -
7 - 7 -
8 8
End of boring at 6 ' feet. End of boring• at 6 ' feet.
Standing water table: Standing water table :
present at feet of depth, present at feet of depth,
hours after boring. hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 2 ' feet • ofdepth. Observed at 3 ' feet of depth.
. •
Not present in hole Not present in hole
Comments : • Comments :
L-13
CERTIFICATION # 00627 Logs of Soil Borings
Location or Project Wildman Property, Lot 05 , ox Bend' Orono
Borings made by S-P Testing, Inc . Steve Schirmers Date 6-29-89
Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, Boring number 4
in in
feet Surface elevation 981. 4 feet Surface elevation 977. 3
' 0 - Topsoil dark brown loam 0
0 - 8"
1 Brown loam 1 -
8" - 1-1/2 ' -MOTTLING Topsoil dark brown
Rusty olive brown loam
2 loam 2 -
1-1/2 ' - 2-1/2 ' 2 ' 8"-MOTTLING
Rusty olive brown clay loam
3 - 2-1/2 ' - 3 ' 3 - 0 - 3 '
Rusty gray silty
loam Dark brown clay
4 3 ' y 4 ' 2" 4 - loam
Rusty gray loam
5 - 5 - 3 ' - 5 '
4 ' 2" - 5-1/2 ' ' HIT ROCK
Rusty gray silty loam
6 - 5-1/2 ' - 6 ' 6 -
7 - 7 -
8 - 8 -
End of boring at 6' feet. End of boring at 5 _ feet.
Standing water table : Standing water table :
present at feet of •de'depth,5-1/2 ' p present at feet of depth,
19 hours after boring. hours after boring.
Not present in hole Not present in hole .
Mottled soil : Mottled soil :
Observed at 1-1./2Meet of depth. Observed at 2 ' 8" feet of depth.
Not present in hole . Not present in hole
Comments : Comments :
L-13
CERTIFICATION # 00627 Logs of Soil Boring s11 ••
Location or Project Wildman Property, Lot '>�5 , nFox end, Orono
Borings made by S-P Testing, Inc . Steve Schirmers Date 6-29-89
Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 976 ' 9 feet Surface elevation 97.9. 1
0 - 0
Topsoil dark brown Topsoil dark brown
m
loam 0 - 1 '
1 - 1 -
0 - 1-1/2 ' Brown 1 ' - 1-1/2 ' clayloam
Brown loam B o
2 - 1-1/2 ' - 2 ' 2 - loamwn
1-1/2 ' - 1 ' 10"-MOTTLIrG
2 ' 4"-MOTTLING Brown clay
2 ' - 2-1/2 ' loam Rusty olive brown
loam
3 3
Rustyolive brown
loam
4 - 4 _ 1 ' 10" 4 '
1
Rusty olive gray
5 - 2-1/2 ' - 5 ' 5 - loam
Rusty olive gray
sandy loam
6 - �. 5 ' - 6 ' 6 - 4 ' - 6 '
7 - 7
8 - 8
End of boring at 6 ' feet. End of boring at 6 ' feet.
Standing water table: Standing water table :
present at feet of depth, present at feet of depth,
hours after boring. hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 2 ' 4" 1 , 10"at feet of depth.
feet of depth.
Not present in hole Not present in hole
Comments : Comments :
CERT. #00627
PERCOLATION TEST DATA SHEET
41,110
Percolation test readings made by S—P Testing, Inc . on 6-30-89 _starting at 10 : 19
I t
Lot •5,' dx Bend, Orono, idwo
6-29-89
Test hole location , Hole number , Date hole was prepared •
Depth of hole bottom 18 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 16" Topsoil dark brown loam
16" — 18" Brown clay loam
Method of scratching sidewall Kn i f
• Depth of gravel in bottom of hole 2 inches
6-29-89 3 : 00pm 12
Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6 ., ,.
,Maximum water depth above hole bottom during test inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
9 : 55 prefill 6
10 : 19 10 : 49 • 2-11/16 11. 2 30 min
11 : 01 11: 31 2-11/16 11. 2 "
11: 32 12 : 02 " 2-9/16 11. 7 " "
•
i
a
Percolation rate =_x,1.4 minutes per inch.
•
CERT.#00627
PERCOLATION TEST DATA SHEET
•
Percolation test readings made by S—P' Testing . Inc . on 6-30-89 __starting at 10 : 20
p'
Test hole location Lot t5 , Fox Bend,
Orono number 2 , Date hole was prepared 6-29-89 •
Depth of hole bottom 18 , inches,Diameter of hole 6 inches
Soil data from test hole: •
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam •
12" — 18" Brown loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
6-29-89 3 : 00pm 12
Date and hour of initial water filling , Depth of initial water filling inches above hole bottom --
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6
• ,Maximum water depth above hole bottom during test inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
9 : 55 prefill 6
10 : 20 10 : 50 • 13/16 36 . 9 30 min
11: 00 11 : 30
11: 33 12 : 03 " "
Percolation rate = 36 . 9 ._.minutes per inch.
CERT. #00627 '
. PERCOLATION TEST DATA SHEET
Percolation test readinsmadeb on starting S-P Testing, Inc . 6-30-89 10 : 21
1
g 111V,c)., id.) arting at p.m. ,
Lot Q5 , P'ox Bend, Orono.. 3 6-29-89
Test hole location Hole number , Date hole was prepared .
Depth of hole bottom 18 inches,Diameter of hole 6 inches
Soil data from test hole:
•
Depth, inches Soil texture .
•
0 — 8" Topsoil dark brown loam
8" - 18" Brown loam
Method of scratching sidewall
Knife
2
• Depth of gravel in bottom of hole inches
Date and hour of initial water fillin 6-29-89 3 • 0 m. . 12
g epth til initial water filling inches above hole bottom — -
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
. , Maximum water depth above hole bottom during test 6 inches
Time' Percolation '
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
9 : 55 prefill , 6
10 : 21 10 : 51 ; 13/16 36 . 9 30 min
10 : 59 11: 29 , ' " 3/4 40 . 0 "
11 : 34 12 : 04 ' " 11/16 43 . 6 u
"
.
•
•
Percolation rate = 40 . 2 minutes per inch. •
CERT.#00627 . •
•
PERCOLATION TEST DATA SHEET
•
Percolation test readings made by) S—P Testing, Inc . on 6-30-89 starting at 10 : 2 2• m.
Lot lt5 ,f'k'ox Bend, Orono 4 (Jute) 6-29-89
Test hole location ,Hole number , Date hole was prepared •
Depth of hole bottom 18• _inches,Diameter of hole 6 inches
Soil data from test hole:
•
Depth, inches r Soil texture
0 - 18" •; Topsoil dark brown loam
Method of scratching sidewall• Kn i f P
• Depth of gravel in bottom of hole 2 inches
6-29-89 3 : 00pm 12
Date and hour of initial water filling ,Deptho initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6
• ,Maximum water depth above hole bottom during test _ inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
9 : 55 I prefill 6
10 : 22 10 : 52 3-1/4 9 . 2 30 min
10 : 58 11 : 28 3-3/16 9 . 4
11 : 35 12 : 05 " 3-1/16 9 . 8 " "
•
•
•
•
Percolation rate = 9 ' 5 minutes per inch.
CERT. #00627
• PERCOLATION TEST DATA SHEET
S-P Testing, Inc . 6-30-89 10 : 24
Percolation test readings made byon starting at p.m. ,
(_ !K•. 4/.6
Test hole location Lot •5, Fox Bend, Orono Hole number 5 29 89, Date hole was prepared 6— — •
18 6
Depth of hole bottom inches, Diameter of hole inches
Soil data from test hole:
Depth, inches Soil texture
0 - 18" Topsoil dark brown loam
•
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water filling 6—2 9-8 9 ,Depur '}titial water tilling 12 inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
• ,Maximum water depth above hole bottom during test 6 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
Water remaining in test hole
10 : 24 10 : 54 . 6 2-1/8 14 . 1 30 min
10 : 57 11 : 27 2-1/16 14 . 6 "
11 : 36 12 : 06 . " 2 15 . 0 " "
•
•
a
Percolation rate = 14 . 6 minutes per inch.
• CERT.#00627
PERCOLATION TEST DATA SHEET
• S-P Testing, Inc . 6-30-89 10 : 25
Percolation,test readings made by on starting at p.m. ,
Test hole location Lot t5, Fox Bend, OronoHole number 6 , Date hole was prepared 6-29-89
•
18 6
• Depth of hole bottom inches,Diameter of hole inches
Soil data from test hole:
•
Depth, inches Soil texture
0 - 12" • Topsoil dark brown loam
12" - 18" ' Brown clay loam '
•
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 •• inches
Date and hour of initial water filling 6-29-89 , a:p0Oc initial water filling 12 inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
, Maximum water depth above hole bottom during test 6 inches .
Time Percolation
Time interval,' Measurement, Drop in water rate, Remarks
minutes , inches level, inches minutes per
•
inch
Water rema ping in: te t hole
10 : 25 10 : 55 , 6 1-5/8 18 . 5 30 min
10 : 56 11: 26 " II
11 : 37 12 : 07 " " " " II
•
•
•
•
Percolation rate = 18 • 5 minutes per inch.
•
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ePROPERTY OF=.i4A - _ 9c�
__ �Pacdotion Tests Scale /141.10'� i r LiDa.t� � '>r�X 8C11e
?$trm.a�tr.11h roto —_ i_ XSoil Borings
LrQ��►;itiR� _ ®Bench Mork
'''� Ve fO.iss� .. Nate: tem is to be constructed a meet Opt o�lo,MN. Nlr�tl N.G o
'L L. _ , r "`--• -- • '•:-- • the Mr Bata Paulen Cord Agent�r D.r� S-P TEST/NG/N
• • Chapter 7000•6 Local Ordinance f
— i1.
Note : Check all underground utilities' Doss tga/� PH.6e-49T-3566 • ..:
C. ..t' i=- .�. ,,.. yl 34 .'4 '''t'''* "{ .'+�':;•., F ,� �r�xs _ +..q�,,� sbv4^-Hs'
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•
V
PERMIT
• CITY OF ORONO PERMIT TYPE:
1335 Brown Rd. South • P.O. Box 66 Permit Number: E It I LD I NG
Crystal Bay, Minnesota 55323 Date Issued: 004360
f4''60
(612)473-7357 05/2q/q2
SITE ADDRESS:
SUSSEX RD
CH
P. I . N. 04-117-2?-22-001 6,
DESCRIPTION:
TE NN I5 COURT
Building Permit Type ::;F-ACC STRUCTURE
E:ui Iding Work Type TENNIS COURT
UBC Occupancy 88
?orRR-1B
REMARKS: CITY OF „ltAI!!
1313100000
YT
01 &L.:7 20 7.00•VV
FEE SUMMARY: ,.'t• Vt.\ V Pt
0 A
VALLJAT I ON V20,000 rrAi if) 61)
_ tt-t t.t
Base Fee
DIED; _
Flan Review iit_L•Lii'. i imvi YOU
Surcharge S
}� �(y { iil)Q tiL- ,.'v i.•tiV y tiiil i V! •i-
Total Fee $'251 .55
CONTRACTOR: OWNER:
- Applicant. - ST . LIC:.
TENNI' WEST 193873R::: 54R9287 CRAVEN RICHARD
5801 BAKER RD :3077 SUSSEX RD
M I NNET'iNK:A MN 55345 ORONO MN 55:356
47:::-1101
' a � " � '��{.. *i a -: t '�� m'�' dw �w`�+�+"��w�t�'N� w.. "`"` �- ?,�r^ a,�- .r e`au �ti{y u a 4 �•
c rya+uwyy`+,"�xM,�
D ` . IGN PERMIf
A _ F I ED AND U DO ALL. WORK IN _ R I C:r
O I^'RD NAN ATE, ? ,,,.MAMOCAROTAa B ILDING D e C
APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE .e��
CITY OF ORONO - BUILDING PERMIT APPLICATION /�
Total Fee: $ _ L57. 55-} Date Received: o' l % - 9L
Date Approved:
Entered By: v
Permit#: 4/_%6
ALL INFORMATION MUST BE SUBMITTED IN FULL BEFORE PLAN REVIEW WILL BE STARTED
(See Check-off List Enclosed)
THE APPLICANT IS: (c'rcle one) OWNER or(CONTRACTOR)
3 '
JOB SITE ADDRESS: S 0s S SX ZIP:
(work) TA - TM
NAME OF OWNER: Wicli A-rb (K4 4)L ) PHONE: (home) 4/73 -mi
MAILING ADDRESS: ?j# Y5 syssE C CITY: Z.42v-2.4ZIP: 35e,
CONTRACTOR: /i/ 3/oS . T.�'3 7/1/S A)C-Si PHONE: 6,38"--73e.;
MAILING ADDRESS: 5&)/ r 4A Ia / ' CITY: PIT / inn - ZIP:553 �
7
STATE LICENSE: # 6Y8 9-287
ARCHITECT/ENGINEER: /97/417( vv/?'7i 7 PHONE: 9ZO " 2-5C` -
MAILING ADDRESS: 33,35 L e_i-'' CITY: 111,6-S- ZIP: 537// e,
NAME: r1311/21‹ L!//Y!✓y REGISTRATION #
TYPE OF WORK: New Addition Accessory Structure X Move
Demo Remodel/Alteration Renovate Land Alteration
?ROPOSED WORK (describe in detail) :_/7/7/S 4&'vr ( 6,577e7./CT7a0,-)
OB .
STORIES: SQ. FEET OF EACH FLOOR:
TO. OF BEDROOMS: GARAGE STALLS: ATT. DET.
STIMATED CONSTRUCTION VALUATION (excluding land) : $ o:6/ DC°
hereby apply for a building permit and I acknowledge that the information
-above is complete and accurate; that the work will be in conformance with the
ordinances and codes of the City and with the State Building Code; that I
understand this is not a permit and wo k is not to start without a permit; and
that the work wil the approved plan.
00 11
101
APPLICANT'S SIGNA I • : -101016011 ..m1
. . DATE: ... "CS z_
, .
CITY of ORONO
CITY Post Office Box 66•Crystal Bay,Minnesota 5532.3•Municipal Offices
OF
ORONO On the North Shore of Lake Minnetonka
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of
data", we would like to inform you that your request for a permit or
license from the City of Orono or any of its departments may require
you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your
qualification for the permit or license requested.
2. You may refuse to supply data, but refusal may require that
the City deny the permit or license.
3. The information may be shared with other local , state or
federal agencies to the extent necessary to process the permit or
license.
4. If your requested permit or license requires Council action
to approve, some information may become public.
5. You have certain rights under M.S. 13.04 to review private
data on yourself.
6. Your full name is required to process this application or
permit.
—1k)/6/4/4V'l
First Middle Last
50qs- 5oss £,c
Address
Z2,7141e-f— 5.33SC,0
City State Zip
/1- 173- //O/
Phone
I understand my rights as stated above.
-67
Signa ure
BUILDING&ZONING-473-7357 • ADMINISTRATION&FINANCE-473-7358 • PUBLIC WORKS-473-7359
ASSESSING
513.04 RIGHTS OF SUBJECTS OF DATA
Subdivision 1. Type of data. The rights of individuals on whom the data is
stored or to be stored shall be as set forth in this section.
Subd. 2. Information required to be given individual- An.individual asked to
supply private or confidential data conced tames thin tself he collecting state agency,
be informed of: (a) the
purpose and intended use of the requested
political subdivision, or statewide system;
(b) whether he may refuse or is legally
required to supply the requested data; (c) any known consequence arising from his
supplying or refusing to supply private or confidential data; and (d) the identity of
P state or federal law to receive the data. This,
other persons or entities authorized by investigativehdata data,
requirement shall not apply when an indioviaia wenforcementasked to uofficer.
pursuant to section 13.82, subdivision 5,
The commissioner of revenue may ',lace the rnotice e i iore.ui ed under this
subdivision in the individual income tax or pr p
erton those orms.
Subd. 3. Access to data by individuaL Upon request to a responsible
authority, an individual shall be informewhether privatethe
or confidential.stored
Upon his
individuals, and whether it is classified public, ublic data on
further request, an individual who is the subject of st r privateed m ifo hep desires, shall
individuals shall be shown the data withoutany charge. After an individual has been
Se informed of the content and meaning not b
need a e disclosed to
shown the private data and informed of its meaning, the data
bels sc osed i
him for six months thereafter unless a dispute or action pursuant The
pending or additional data on the uindividual e has n or public datacollected ruponreqest b created. y
responsible authority shall provide copies private
the individual subject of the data. The responsible authority may require the
requesting person to pay the actual costs of making, certifying, and compiling the
Q g
copies. ssible, with any request
The responsible authority shall comply immediately, if poe
made pursuant to this subdivision, or within
lids five
df si of he datee of th ce elqu not
excluding Saturdays, Sundays and legal holidays,
possible. If he cannot comply with the requeset within Thantime,
hich toh ll so inform
the
individual, and may have an additional flegal h}l days.
request, excluding Saturdays, Sundays
Subd. 4. Procedure when data is not accurate or complete. An individual may
contest the accuracy or completeness of public or private data concerning himself. To
exercisethisright, an individual shall notify in writing the responsible authority
describing The
the nature of the disagreement.Tnaccurate or in omplet and attempt to
authority shall within 30
days either: (a) correct the data found toe
inotify past recipients of inaccurate or incomplete
t he believesdthe ng dataito be
the individual; or (b) notify the individual correct.s
Data in dispute shall be disclosed only if the individual's statement of disagreement
included with the disclosed data.
The determination of the responsible authority may be appealed pursuant to the
provisions of the administrative procedure act relating to contested cases.
CHECK OFF LIST FOR ISSUANCE OF PERMITS
"" FOR 0 FIC, USE ONLY /,
ADDRESS OR LEGAL:_'�0 7 7 .
PID: 0`� - /1 ) ',Z 'JJ D- 000)
DESCRIPTION OF WORK: 1 CNN n S 030A.-7--
ZONING
o0RTZONING REVIEW BY: c�I" DATE APPROVED: S-�Z.�o" Z
BUILDING REVIEW BY: yocab,0._
DATE APPROVED: S-2c.o - y'Z—
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes No
PLAN REVIEW Yes ✓No SEWER CONNECTION
STATE SURCHARGE Yes ✓ No WATER CONNECTION
INVESTIGATION FEE Yes No ✓ PARK FEE
SAC Yes No ✓ SITE INSPECTION
Number of SAC Units OTHER (specify)
ZONING CHECK LIST Zoning District: 4/1-/3
Fire Department: L L. Post Office: L = School District: n//c
Lot Area: S. 2 la6ites t Width: 6-0 k"/ I •P Depth: yy5-
-/ I4v"L
Survey Submitted: Yes ( No Date of Survey: S ,a(--92_
Proposed Setbacks : r
Front (Lake) : 1 b0-+- Right Side: '�
Rear ( Street) : I (c,t) - Left Side: / 101-±
Adjacent Structures : Wetland:
Building Height: Def . Hgt. 4/7/4 Peak Hgt. N/4
Avg. Setback: Lot Cove age:
Existi g Propo-ed
Hardcover: 0-75 '
75-250 ' /
250-500 '
/ ,
500-1000 ' ..._.------''
Hardcover Variance •equired: Yes N. D to of Council Approval:
Grading: Staff App oval Date: ; By: Council Approval Date:
'ij
Septic: Staff App oval Date: B :
Zoning File: # Reso tion Res lution Date:
t
REMARKS (in hou-e) : 1
BUILDING REVIEW CHECK LIST
UBC: CONSTRUCTION TYPE: Avl
Sq Footage $ Per Sq Ftg
Basement x =
1st Floor x
2nd Floor x =
Garage x =
x =
TOTAL
Estimated Construction Value: $ 2-0, 000
Inspections Required: Work Requiring Separate Permits:
Site Plumbing Grading/Filling
Footing Mechanical Fire
Framing Septic Water Connection
Insulation Fireplace Sewer Connection
Wall Board (Masonry) Lawn Irrigation
Final (Mfg.) Other
Other Well (State Permit)
Electrical (State Permit)
REMARKS (IN HOUSE) :
REVIEW BY OTHERS: DATE:
Access : Existing New
Access Approval: Date By:
REMARKS (TO BE NOTED ON PERMIT) :
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CITYofORONO
CITY Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices
OF
ORONO On the North Shore of Lake Minnetonka
CORRECTION TO OFFICIAL NOTICE OF NEW PRIVATE ROAD NAME
Revised: May 8 , 1990
Zoning File: #1411
Post Office: Long Lake 55356 Fire Department: Long Lake
School District: 278 Orono
Location: Section 04 , Township 117 , Range 23 , QQ 32
Status: New Private Road Under Construction - to be maintained and
serviced by the property owners and/or homeowner's association. The
City of Orono has no obligation or intention to acquire or open this
road as a public road.
Address:
Lot 1, Block 1 - 3190 Sussex Road
Lot 2 , Block 1 - 3160 Sussex Road
Lot 3, Block 1 - 3120 Sussex Road
Lot 4 , Block 1 - 3050 Sussex Road
Lot 5 , Block 1 - 455 Sussex Lane
Lot 6 , Block 1 - 395 Sussex Lane
Lot 1 , Block 2 - 3175 Sussex Road or 525 Sussex Circle
Lot 2 , Block 2 - 575 Sussex Circle
Lot 3 , Block 2 - 560 Sussex Circle
Lot 4 , Block 2 - 3115 Sussex Road or 500 Sussex Circle
Lot 5 , Block 2 - 3077 Sussex Road
Lot 6 , Block 2 - 3045 Sussex Road
Lot 7 , Block 2 - 3011 Sussex Road
Lot 1 , Block 3 - 460 Sussex Lane
Lot 2, Block 3 - 480 Sussex Lane or 3010 Sussex Road
Lot 3 , Block 3 - 2990 Sussex Road
Lot 4, Block 3 - 2980 Sussex Road
Please change all your records accordingly. Thank you.
Si gerely,
/ CL/7/-1-e±-7/72a."(?-'-3-4-C'
C./7/-1-e `7//l '-3- 77/c
eanne A. Mabusth,
Building & Zoning Administrator
Enclosure - City Map; Plat Map Section 04-117-23
cc: Owner: Nina Wildman, 745 Spring Hill Road, Wayzata
Post Office, Fire Department, School District, Orono Police Department,
ChERBRGV gGDa tments (Fi R�,. n ) NSP, NW Be l� r o ,
A �gr"A O i Dept -of Taxation, ITI E t c ,-,
Hen�� acCounty Sherif, Hennepin Fn o � P
Bell (Omaha office)
fl
CITYofORONO
CITY Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices
OF
ORONO On the North Shore of Lake Minnetonka
OFFICIAL NOTICE OF NEW PRIVATE ROAD NAME
Date: May 7, 1990
Zoning File: #1411
Post Office: Wayzata 55391 Fire Department: Long Lake
School District: 278 Orono
Location: Section 04 , Township 117, Range 23, QQ 32
Status: New Private Road Under Construction - to be maintained
and serviced by the property owners and/or homeowner's
association. The City of Oorno has no obligation or
intention to acquire or open this road as a public road.
Address:
Lot 1, Block 1 - 3190 Sussex Road
Lot 2, Block 1 - 3160 Sussex Road
Lot 3 , Block 1 - 3120 Sussex Road
Lot 4 , Block 1 - 3050 Sussex Road
Lot 5, Block 1 - 455 Sussex Lane
Lot 6, Block 1 - 395 Sussex Lane
Lot 1, Block 2 - 3175 Sussex Road or 525 Sussex Circle
Lot 2, Block 2 - 575 Sussex Circle
Lot 3, Block 2 - 560 Sussex Circle
Lot 4 , Block 2 - 3115 Sussex Road or 500 Sussex Circle
Lot 5, Block 2 - 3077 Sussex Road
Lot 6 , Block 2 - 3045 Sussex Road
Lot 7, Block 2 - 3011 Sussex Road
Lot 1, Block 3 - 460 Sussex Lane
Lot 2, Block 3 - 480 Sussex Lane or 3010 Sussex Road
Lot 3 , Block 3 - 2990 Sussex Road
Lot 4, Block 3 - 2980 Sussex Road
Please change all your records accordingly. Thank you.
Sincerely, rb ,/ / •
(7:-_,L)
eanne A. Mabusth,
Building & Zoning Administrator
Enclosure - City Map; Plat Map Section 04-117-23
cc: Owner: Nina Wildman, 745 Spring Hill Road, Wayzata
Post Office, Fire Department, School District, Orono Police
Department, Orono City Departments (Finance & Assessing), NSP, NW
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SEPTIC SYSTEM INFORMATION
STREET ADDRESS 3077 .fit. -ex G 41
LOT BLOCK SUBDIVISION( Ronol
MONTH AND YEAR TESTING DONE 34 y mei
ITEMS ALREADY COMPLETED t< &rirjc l �j PrcS J S nJ
ands Lein --c-or aglk { ,p .
NEED TO COMPLETE BEFORE ISSUING BUILDING PERMIT:
OBORINGS
OPERC TESTS
SYSTEM DESIGN R44-9, $i 1-4---N
r
SITE PLAN (F /)
O OTHER
ED
COMMENTS
DATE THIS SHEET FILED c77//1//31 BY 5/eye, AieC_AingrN
SUBDIVISION FILE NO. �yli
To: Jeanne A. Mabusth, Building & Zoning Administrator
From: Michael P. Gaffron, Asst Planning & Zoning Administrator
Date: August 22, 1989
Subject: Preliminary Plat of Fox Bend - Septic System Testing
Septic system site evaluations for this 17-lot subdivision
haeen submitted. Additionally, a topographical survey of the
property containing a plot of the drainfield sites has been
submitted
I^make the following comments regarding each proposed lot:
Lot 1, Block 1. Primary and alternate sites have been
located. Both tyre sites require a mound system due to high
seasonal water tables. Slopes range from 2%-6%. These two
sites are about 50 ' from a proposed detention basin, but
should not affect nor be affected by that basin. The sites
should be totally fenced off with snow fencing before any
road or detention basin construction takes place in the
subdivision.
Lot 2, Block 1. Primary and alternate sites have been
located, and both sites have soil and water table conditions
to allow for a trench drainfield system. With the proposed
house site at the south end of the lot, there should be no
problem preserving these sites. Again, the drainfield area
should be fenced off to keep all traffic away during road
and detention basin construction.
Lot 3, Block 1. Again, primary and alternate drainfield
sites are suitable for trench systems. The two sites are at
the rear of the lot. With the most likely house site near
the front of the lot, these sites appear to be very
suitable.
Lot 4, Block 1. Primary and alternate drainfield sites are
located on the knob at the southwest corner of the property.
Both sites require mound systems. With the house site
suited for a walk-out to the northeast, a driveway would
likely be centered on the lot east of the drainfield sites.
Slopes are in the range of 3%, and not accurately reflected
by the topographic map. It is critical to totally enclose
these sites with snow fence prior to any road construction
work, since the sites are very close to the road. Also,
road grades and cuts should be reviewed to verify that the
roadwork will not cut into site #2.
Lot 5, Block 1. Primary and alternate drainfield sites are
located to the rear of the property on slopes of 0-2%. Both
sites require a mound system. With the probable house
1-oca1 ee centrally located on the lot, these sites appear
very suitable.
Preliminary Plat of Fox Bend - Septic System Testing
August 22, 1989
Page 2 of 4
Lot 6, Block 1. The drainfield sites are near the rear
property line, and not likely to be affected by construction
traffic. These sites are located about 70' back from the
travelled portion of Luce Line Trail , and should have no
affect nor be affected by the trail. Slopes are virtually
flat. Again, the likely house location would be in the
center of the lot. Depending on final house location,
additional sites might be located on this property.
Lot 1, Block 2. Primary and alternate drainfield sites have
been located at the north end of the lot, adjacent to the
proposed road connection to Leaf Street. These sites both
require mound systems, and this is perhaps the most critical
lot of this subdivision since drainfield sites are uphill
from the proposed house location and surrounded on two sides
by proposed road construction. These sites must be
surrounded by snow fence to avoid any construction traffic.
The building envelope is large enough that a house can be
constructed leaving approximately 50-60' or more setback
from the drainfield sites. I would further recommend that
no driveways or other grading be constructed within 30' of
the toe of the mound sites. Again, the contour lines shown
on the topographic survey do not quite jive with elevations
found in the field.
Lot 2, Block 2. Primary and alternate drainfield sites are
located at the southeast corner of the property near Fox
Street. The house site would be located north of the pond
area. The two drainfield sites tested must be preserved,
since they are the only two available sites on the property,
both requiring mounds. From a technical standpoint,
location of drainfield systems as much as 300-350' away from
the house should not cause any problems.
Lot 3, Block 2. Both primary and alternate drainfield sites
were located on the property. The primary site would be
suitable for a trench-type system. The alternate site would
require a mound. Both sites are located in the wooded area
of the lot.
Lot 4, Block 2. Both primary and alternate drainfield sites
have been located. Those sites are generally parallel
with the proposed road and near the north lot line. These
sites definitely need to be snow fenced totally in order to
preserve them during road construction.
.
Preliminary Plat of Fox Bend - Septic System Testing
August 22 , 1989
Page 3 of 4
1 Lot 5, Block 2. Primary and alternate sites are located
about a third of the way back into the lot off the road,
just above the woods. While additional sites probably could
be located in the woods, the sites leave a relatively small
building envelope near the road. Again, the sites need to
be snow fenced to keep construction traffic off of them.
Both sites require mounds.
Lot 6 , Block 2. Primary and alternate sites, both being
mound systems , are located near the north end of the
property near the road. Again, topographic contours vary
slightly from those shown on the survey. Slopes range from
3-6%. These sites force the house location to be more
centrally located on the property. The sites need to be
snow fenced to avoid traffic during road construction.
Lot 7, Block 2. Both primary and alternate drainfield sites
are located near the north end of this lot. Both sites
require mound systems. The sites allow for great
flexibility in house location.
Lot 1, Block 3. Primary and alternate drainfield sites,
both being mound systems, have been located on the property.
House location would be relatively near the cul-de-sac. The
primary site somewhat limits the potential house locations.
Lot 2, Block 3. Primary and alternate drainfield sites,
both being mounds, are located near the westerly corner of
this property. These sites definitely need to be fenced off
during road construction, since they are in a prime "short-
cut", area.
Lot 3, Block 3. Both primary and alternate sites are
located at the extreme east end of the property, leaving
great flexibility in house placement. These sites are not
likely to be disturbed during construction of roadways.
Lot 4, Block 3. The two drainfield sites are centrally
located on the property, having some significant effect on
house placement. The site evaluator anticipated the
existing house would be removed, with a newer house placed
to the northeast corner of the lot. House placement will
have to take into account the drainfield sites. Both sites
require a mound.
Preliminary Plat of Fox Bend - Septic System Testing
August 22, 1989
Page 4 of 4
General Comments -
Each proposed lot appears to have suitable primary and
alternate drainfield sites. On some lots, the primary and
alternate sites shown are the only possible sites available. On
other lots, it is likely that additional testing could find a
number of potential sites, allowing additional flexibility in
house placement.
In each case, drainfield sites have been designed to meet
the minimum 20' setback from property lines, and 75' setbacks
from designated wetlands.
On the majority of lots, extreme caution must be taken
during construction of improvements to the property. Road
construction will take place within 50' of tested drainfield
sites on at least 6 of 17 lots, and on 2 lots the sites are
relatively near the area proposed to be graded to provide a
detention basin. I would recommend that each lot have drainfield
sites protected by snow fence totally surrounding the drainfield
sites at a distance 20' from the boundaries of each drainfield
system. Additionally, when road construction plans are
submitted, I would like to review them to determine where road
cut would have a potential impact on drainfield sites.
Summary -
Out of 34 drainfield sites tested, 29 require mound systems
and 5 would allow a trench-type system. Each lot has primary and
alternate sites designated. It would not be surprising if as
many as 20% of the sites ultimately will have to be re-tested due
to the buyer's preference for house sites near or conflicting
with drainfields. Some lots are extremely limited for potential
drainfield sites, others provide a degree of flexibility in house
placement.
Given the above facts, concerns, and constraints, I would
recommend approval of the subdivision as proposed. Accompanying
this memo is a topographic survey of the preliminary plat showing
potential house locations and locations of both primary and
alternate drainfield sites.
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Proposorl. Lot Combination
for Dick Craven
in Lots 3 , 5 & 6 , Block 2 , FOX BEND
Hennepin County, Minnesota
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Existing Legal Descriptions
Lot 5 , Block 2 , FOX BEND. .
Lot 6 , Block 2 , FOX BEND and that part of Lot 3 , said. Block 2 , which lies easterly
of a line drawn from the most westerly corner of said Lot 6 to an angle point in the
east line of said Lot 3 , said angle point being the point 100 . 00 feet westerly of the
most easterly line of said Lot 3 .
Proposed Combined Legal Description
Lots 5 and 6 , Block 2 , FOX REND and that part of Lot 3 , said Block 2 , which lies
easterly of a line drawn from the most westerly corner of said Lot 6 to an angle
point in the east line of said Lot 3 , said angle point being the point 100 . 00 feet
westerly of the most easterly line of said Lot 3 .
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Bearings shown are to
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• 1
I hereby certify that this survey was prepared by me or under my direct super- DATE 5 2 6--?Z
COFFIN & GRONBERG, INC: vision, and that I am a duly registered Civil Engineer and Land Surveyor under
kviv, 6,,,,,,hing Eugh.,Lod Surveyors,Site Planners • the laws of the State of Minnesota. SCA / '
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482'Tamarack Avenue • Long Like,MN 55356 .
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ProtioF;rrl Lot Ccmbi.nation - .rim 3 •,t j. f
for Dick Craven •
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in Lots 3,5 & 6, Block 2, FOX BEND a* v:,k 4� ,f,',
cop y x
Ilennepin County, Minnesota »
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Existing Legal Descriptions
Lot 5, Block 2, FOX BEND.
• Lot 6, Block 2, FOX'BEND• and that part_ of Lot 3, said Block 2, which lien easterly t. '
of a line drawn from the most westerly corner of said Lot 5 to an angle point in the ..,_ - ,
''', east line of said Lot 3, said angle point being the point 100.00 feet westerly of the .+.
most easterly line of said Lot 3.
Proposed Combined Legal Description
'' }` Lots 5 and 6, Block 2, FOX BEND and that part of Lot 3, said. Block 2, which lies
ilkeasterly of a line drawn from the mos* westerly corner of said Lot 6 to an angle -,
point in the east line of said Lot 3, said angle point being the point 100.00 feet : ”
westerly of the most easterly line of said Lot 3.
„ ,
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o : Iron marker
,i ; Bearingsshown
a Be areto ;, -
-' an assumed datum
vrr ¢a,'
gJ c I hereby certify that this survey was prepared by me or under my direct super- DATE s Zt ,see "- ,
( f I ��:. (i f�()\hla\(), 1\( y'vision,and that lam a duly registered Civil Engineer and Land Surveyor under F i ,t'
..°'-'7,!-.:{ ,-the laws of the State of Minnesota. ` ',f ivo'
SCALE
Jay ,...:.,,, ,•,9""34g-
",,.....1:,,,•4 JO NO t2 Z3� _
Mark S Cronbxrg Minnesota License Number 12755 r ;; ' - •
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