HomeMy WebLinkAboutnotice of new private road name CITY of ORONO
Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices
tF4, On the North Shore of Lake Minnetonka
Date: July 11, 1986
OFFICIAL NOTICE OF NEW PRIVATE ROAD NAME OR ADDRESS CHANGE
Road Name : Sixth Ave. North Zoning File No. 913
Post Office : Long Lake Fire Department Long Lake
School District Orono
LOCATION : See attached maps S z Sec 27, T 118 , R 23 .
STATUS : XX Existing Road (Former Name Same
New Road : Completed Under Construction
Public Street to be accepted
Private Road 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 street.
ADDRESS :
Lot 1 Block 1 2220 Sixth Ave. North
Lot 2 Block 1 2230 Sixth Ave. North
Lot 3 Block 1 2160 Sixth Ave. North
Lot 4 Block 1 2140 Sixth Ave. North
Please change all records to the new names and numbers. Thank you.
Sincerely,
/�`
Jeanne A. Mabusth
Zoning Administrator
ps
Enclosure - Map
pc: Property Owners, Post Office, Fire Department, School District, Orono
Police Department, Orono City Departments, NSP, Minnegasco, NW Bell, Hennepin
County Finance Department, Hennepin County Sheriffs Radio
BUILDING&ZONING—473-7357 • ADMINISTRATION&FINANCE—473-7358 • PUBLIC WORKS—473-7359
ASSESSING
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SEPTIC SYSTEM INFORMATION
STREET ADDRESS 2220 I XT 1c Al /U0
LOT / BLOCK / SUBDIVISION 0 4/JL/Pc &i bLJD
MONTH AND YEAR TESTING DONE AIL i L 19S,S- /14,4-1
ITEMS ALREADY COMPLETED SoiL �INC�
f eye c 7
NEED TO COMPLETE BEFORE ISSUING BU" i2
QBORINGS
e--
0 PERC TESTS
'=. SYSTEM DESIGN
/4c7() O
gSITE PLAN
O OTHER
EI
COMMENTS
Q 'J
DATE THIS SHEET FILED 6-18 -8 C BY /
SUBDIVISION FILE NO. ?/3
P ,
SITE EVALUATION REPORT
FOR PAUL PHILLIPS
2160 6th AVENUE NORTH
ORONO, MINNESOTA
5-4-85
On April 13-14, 1985 two lots (1 and 2) were tested for both a primary
and an alternate drainfield site under the provisions of Individual Sewage
Treatment Systems Standards(WPC-40). Lot 3 is the existing house and Lot 4
comprises all of Lot 1, Block 1, Eckstrom Addition which was tested previous-
ly by others and the results of that are enclosed.
Lot 1, the North lot, had an average percolation rate of 12.1 minutes
per inch on the primary site(holes 1-4) but because of a high possible water
table at slightly over 3 feet a shallow trench system would be required along
with the use of an interceptor draintile. The alternate site(holes 5-6) had
an average rate of 20.0 minutes per inch with a possible water table at 3.0
-et re•uir'n• a mo .• - • - - - . - ' .. .ble to be lowered
The South lot (2) had a percolation rate of 26.8 minutes per inch on the
primary site and 32.0 minutes per inch on the alternate site, but because of
fo-,( ` high possible water tables around 2 feet, mound systems would be needed in
both cases.
.• • noted that the higher areas on each lot were tested for
the drainfield sites. Once a house is proposed, a specific system design
will be needed. If any other information is needed, please contact me.
Sincerely,
PERCOR, INC.
Mark S. Gronberg, P.E. b
ADDITIONAL SITE EVALUATION INFORMATION
ON THE PAUL PHILLIPS PROPERTY
ORONO, MINNESOTA
6-14-85
0) On May 23-25, 1985 additional septic testing was done on the the existing
house for an alternate drainfield site. This site was to the south of the
house and yielded an average percolation rate of 34.0 minutes per inch. How-
ever, because of the high water table, a shallow trench system with an inter-
ceptor draintile '
nother alternate site was tested on Lot 1 to the north of the previous-
ly tested sites and yielded results similar to the prior results. Percolation
holes 7 & 8 were tested here and had an average percolation rate of 24.6 min-
utes per inch but a high seasonal water table which would require the use of
a mound system. Care must also be taken to prevent runoff water from the road-
way ditch from entering the drainfield area.
If there are any other questions, lease
Sincerely,
PERCOR, INC..
Mark S. Gronberg
PCA certified
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PERCOLATION TEST DATA SHEET
Test hole location "„j/4 .f' Svc/44 fel- Hole number
Date test hole was prepared '-/ 85- , Depth of hole bottom, inches.
Diameter of hole, 6. inches.
Soil data .from test hole:
Depth, inches Soiltexture
el ' - ' /h6Ze/ 7 �d'l1�
3 l,� //Q' 74' 6,2t'4/o7 C' /2;, /p;o,1
Method of scratching sidewall M/' _ ' - / ' •
Depth of pea-sized gravel in bottom of hole, _. _ inches.
Date and hour of initial water fillingt',1 /._:T- � .
v_Ov �i�/
Depth of initial water filling, /'7_..- inches above hole bottom.
Mcthod used to maintain at least 12 inches of water depth in hole for at least
4 hours /e -1-,//v• .
Percolation test readings made by �/d'r1,--7 �.�,.-re? on •
`T-'-57-85 starting at ,� � .m. Maximum water depth above hole bottom
(date)
during test, /1' /2..- inches.
j Time Percolation
Time I interval, Measurement , Drop in water rate, Remarks
Minutes i inches level, inches minutes per
inch
z:5' <S / 3/S' //;%f P/g yr
.31/ '7 6 % 1 7, , ei/Y�-gs
3y� '7 % -- 1/�' /7 - • •
lf��� 7 %y -- 61/y 30
5',;/z., e.,7,/ I 30
Percolation rats 0 einutas par inch.
PERCOLATION TEST DATA SHEET
Test hole location / /O1/ % 7f .l Sole number
Date test hole was prepared , Depth of hole bottom, inches.
Diameter of hole, inches.
Soil data .from test bole:
Depth, inches Soil texture
Y —/2- 1,171- A c�<�J/t /� t /pa.ss
Method of scratching sidewall
Depth of pea-sized gravel in bottom of hole, inches.
Date and hour cf initial water filling •
Depth cf initial water filling, inches above hole bottom.
Mcthod used to maintain at least 12 inches of water depth in hole for at least
4 hours
Percolation test readings made by on
starting at p.m. . Maximum water depth above hole bottom
(date)
during test , inches.
Percolation
Time I interval, i Measurement , Drop in water rate, Remarks
Minutes i inches level, inches minutes per
{ inch
/,` 3 U` i 3-W
771 --VsA4 /pi
737.5" 3/ - '/ / '/y Z 9'
77s �'' z q
4
i ,
s
f
ZPercolation rats 1( ainutss par inch.
s- 15
PERCOLATION TEST DATA SHEET
Test hole location 1)6,/�5- ,2o Hole number
Date test hole was prepared , Depth of hole bottom, inches.
Diameter of hole, inches.
Soil data .from test hole:
Depth, inches Soil texture
c2 "--/0 I/tee 7t /air
/ / 8r'cc,,,i a L 4-y Ave2/7l
Method of scratching sidewall
Depth of pea-sized gravel in bottom of hole, inches.
Date and hour cf initial water filling
Depth cf initial water filling, inches above hole bottom.
Mcthod used to maintain at least 12 inches of water depth in hole for at least
4 hours
Percolation test readings made by on
starting at p.m.. Maximum water depth above hole bottom
(date)
during test , inches.
•
Percolation
Time I Interval, Measurement, Drop in water rate, Remarks
Minutes j inches level, inches minutes per
inch
30
2,70 j 7 -
�yC� 7/L7 7_ 6
- Cly / '/X :26,
e/O 7 3X, - 6- •
•
• • 4 • P
� a
Percolation rats . 2 6. sinutss per inch.
B- 35
PERCOLATION TEST DATA SHEET
Test hole location �-2A4 jf e e.--747 /o Sole number
2;71
Date test hole was prepared , Depth of hole bottom, inches.
Diameter of hole, inches.
Soil data .from test hole:
Depth, inches Soil texture
8/a6-/ /oa
� c'.�j /ate.-a
Method of scratching sidewall
Depth of pea—sized gravel in bottom of hole, inches.
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
Percolation test readings made by on
starting at p.m. . Maximum water depth above hole bottom
m.
(date)
during test , inches.
Time Percolation
Time I interval, Measurement , • Drop in water rate, Remarks
Minutes i inches level, inches minutes per
inch
30
/ .4 �2
s;,/ 7 3 — , ,/ /i6 2532--
:7;‘
L-
Lf: i( 26..6
s .mss
•
Percolation rate 0 ✓7 6: G f,inutoe par inch.
PERCOLATION TEST DATA SHEET
Test hole location • �P��/ Or, Bole number 5-1
Date test hole was prepared , Depth of hole bottom, inches.
Diameter of hole, inches.
Soil data .from test hole:
Depth, inches Soil texture
0 -- :3 � /e,'1,
Method of scratching sidewall
Depth of pea-sized gravel in bottom of hole, inches.
Date and hour of initial water filling
Depth cf initial water filling, inches above hole bottom.
Mcthod used to maintain at least 12 inches of water depth in hole for at least
4 hours
Percolation test readings made by on
starting at a. . Maximum water depth above hole bottom
(date)
during test , inches.
Time ; I Percolation
Time I Interval, Measurement , Drop in water rate, Remarks
Minutes i inches level, inches minutes per
{ inch
6W 37y 410
Y1/ 7 '/.z- --.�1 •
•
3: 1 r '/{ 7y '/0
Percolation rate -1 tinutei per loch.
PERCOLATION TEST DATA SHEET
Test hole location �,/ r Bole number
Date test hole was prepared , Depth of hole bottom, inches.
Diameter of hole, inches.
Soil data .from test hole:
Depth, inches Soil texture
— /2- 6%c- ,/oases
Method of scratching sidewall
Depth of pea-sized gravel in bottom of hole, inches.
Date and hcur cf initial water filling
Depth cf initial water filling, inches above hole bottom.
Mcthod used to maintain at least 12 inches of water depth in hole for at least
4 hours
Percolation test readings made by on
starting at p.t . . Maximum water depth above hole bottom
m.
(date)
during test , inches.
Time ; Percolation
Time i interval, ! Measurement , Drop in water rate, Remarks
Minutes i inches level, inches minutes per
inch
3C
45'7 ,l
-=2-: y3 1
/3 MiiiiUM , ff
:3'
41: 3I � /y
•
.11.111111111111
Percolation rats 0 26-1 minutes par inch.
D- 35
PERCOLATION TEST DATA SHL'LT
Teat hole location 7-X-1, 1 --Cc-' -"' J-0 74 / Bole number .�
Date test hole was prepared 5-1-P3 - S , Depth of hole bottom, inches.
Diameter of hole, inches.
Soil data from test hole:
Depth, inches Soil texture
7 -JP o /✓� �7,r'�4,1/1 c%4 /67er/I/
Method of scratching sidewall 4' 4. -S`C'i 6Aee--
Depth of pea-sized gravel in bottom of hole, inches.
Date and hour of initial water filling ,'00
Depth cf initial water filling, //, inches above hole bottom.
'-;cthod used to maintain at least 12 inches of water depth in hole for at least
4 hours 71 /7•A
Percolation. test readings made by 1.4',7/1 r 'v/70t_iy. on
5-c7;25---SYS- starting at /1:00 (P2:3-!---). Maximum water depth above hole bottom
p.m.
(date) •
/during :est , 0 inches. •
• Percolation
Time i Taster-•al
Measurement , Drop in water, rate, Remarks
Minutes i inches .level, inches minutes 'per
i 1 inch A'Ar
//.'a S ` � v ''
//•`3S ! 30 7/�s - / //57oc 6
•
/' - 7'A', / �s�
2. 35 7'/� i S0
• /,'c'> 5W '' 7l 1 30
/,':35- ! > 3 s/i `se; 3Z
4
4
•
3
Percolation rate IPminutes per inch.
B- 35
PERCOLATION REST DATA SKEET
Test hole location //)-��/ ,3ve--C / f / Hole number I 8:-
Date test hole was prepared5 23 , Depth of hole bottom, inches. .
Diameter of hole, inches.
Soil data .from test hole:
Depth, inches Soil texture
/ ,45.��r�� �4 /x/77
Method of scratching sidewall
Lpth of pea-sized gravel in bottom of hole, inches.
Date and hour cf initial water filling
Depth cf initial water filling, inches above hole bottom.
Method used to r%intain at least 12 inches of water depth in hole for at least
4 hours •
Percolation test readings made by on
y:s starting at //_'OU p.m . Maximum water depth above hole bottom
•
(date)
during nest , inches.
ime i Percolation
Time t interal, ! Measurement , Drop in water rate, Remarks.
Minutes i inches level, inches minutes per
inch
//.' e-, i .
.7 0 g/ 7/a.
(j IMMININEWBOWAWIMMINI
/ `7 r %d L10%S
MIN
•
•
Percolation rate o //7 / minutom per inch.
Lomas of Soil Borings B-l8
Location or Pro ject / 4,,?:c _,5,,,,/A /0 -----
Borings made by (24//4,... /VAT/ 7 A .: 6.7k04/ (:„— Date -V.- /3--/ —
Classification System: AASHO ; USDA-SCS _X__; Unified ; other
—
Auger used (check two) : Hand > , or Power ; Flight ' , or Bucket; other
Depth, ( Boring number 5/ Depth, Boring number /3�_ —_
Feet Surface elevation feet Surface elevation
O --.------ -- ---- O ---+ -- —— --- -
6 6kic;k t)c*-
i3/uc k Lo asst i
i — L 40-it 3 tc;IN-- c 10--cf (tecta 1 iD--r
2--r
r ii:•1 G LQ y es(A-tit SEM e /Ci4l.4.1
(A i`1-1, s Lt4kt c raVel 3 k
M. i x `-vre //
8, 'e-' Z C/4-y /0Ct'VIZ-
4
v _4 --- 4 —
5 — 5 --
6 — 6 —
7 -- 7 —
8 — 8 —
End of boring at ip feet. End of boring at feet.
Standing water table: a6 ,,,,,6„5 Standing water tahle:_24( ,,ie,hes
Present at .2. % feet of depth, Present at Z feet of depth,
2-1-i hours after boring. z9, hours after boring.
Not present in boring hole . Not present in boring hole
Mottled soil : Mottled soil:
Observed at feet of depth. Observed at 3 feet of depth.
Not present in boring hole . Not present in boring hole
Observations and comments: Observations and comments:
Lomas of Soil Borings 13-18
Location or Project �Dl� /� �o/ __�
Borings made by GLCA— 11111 J �',��r' 1-7 r Date -1-7/'73--Y..C-
Classification System: AASHO ; USDA-SCS `< ; Unified other
—
Auger used (check two) : Hand X , or Power ; Flight , or Bucket: other
Depth, Boring number j J� Depth, Boring number -- —_
Feet Surface elevation in
feet Surface elevation
0 — - ---- -- - 0 — ------
1 -- 1 --
8%ci `44/77
•
(1-✓Qt' 4'Old/t C?i ' /6,e1414...3 — / 3 ---
e// Ly /vaa
4 — 4
5 — 5 --
6 — 6 —
7 -- 7 —
8 — 8 —
End of boring at ' feet. End of boring at feet.
Standing water table: Standing water table: Q
V.-2/«c_fe5
Present at 2.(7 feet of depth, Present at feet of depth,
hours after boring. hours after boring.
Not present in boring hole Not present in bor.ino hole
Mottled soil : Mottled soil:
Observed at a feet of depth. Observed at feet of depth.
Not present in boring hole _ Not present in boring hole •
Observations and comments: Observations and comments:
LU�,29 U1 JU11 Doc-in .s
_-�- - 13-18
) / !
ject %j��i�s �Sv�/T J7 7,1 �/ �.51J
Location or Pro -
Borings made by •4/e/7,7 %fyrr{)r-� /L1�r` K G.; /_' Date 5"—..: .3— —
Classification System: AASHO ; USDA-SCS X ; Unified ; other _
Auger used (check two) : Hand �, or Power ; Flight , or Bucket X ; other
Depth, Boring number Depth, Boring number — -- ——
°eet Surface elevation in
fent Surface elevation
0 -- -- -- ----- n --
/' -? .
1 - 1 -- •
-
i iCaa//7 e le A.e-�
•
3 — 3 ---.
4 - - 4 —
5 — 5 ---
6 — 6 —
7 -- 7 —
8 — 8 — •
End of boring at feet. End of boring at feet.
Standing water table: Standing water table:
i 1 i/rie/!i 5-
F4-esent at �� £e-et of depth, Present at feet of depth,
hours after boring. , • hours after boring.
Not present in boring hole Not present in boring hole
Mottled soil : Mottled soil:
ltiC,NES
Observed at Y ` of depth. Observed at feet of depth.
Not present in boring hole _ Not present in boring hole
Observations and comments: Observations and comments:
TO: Jeanne A. Mabusth, Building & Zoning Administrator
FROM: Michael P. Gaffron, Assistant Zoning Administrator
DATE: May 10, 1985
SUBJECT: #913 Phillips - Subdivision - Septic Review
Applicant is proposing three new lots in Orono, plus the existing
house. Because there is some inconsistency in the numbering of the
lots, I will refer to the lots as North, South, Existing, and East ( see
proposed plat drawing) . As you are aware, a portion of this plat is
within the City of Medina.
Lot "North" has both proposed drainfield sites within Medina. The
primary side will require shallow trenches and a curtain drain. The
alternate site will need a mound system. The shape of the lot and the
required setbacks will dictate that the house be placed downhill from
these sites and a pump will be required. On paper, this lot looks
marginal but approvable. Soils at the drainfield site are mapped as
Lester clay loam; the rest of the lot is a transition to G - • •- ' t
cl- ._ _ . . _ - - to. - - -
Lot "South" has proposed drainfield sites at the highest point in a
Leseur/Glencoe transitional soil, with seasonal water table 3 ' or
shallower. Mound systems are proposed at the western edge of the lot
hugging the road outlot. There is a high potential for disturbance of
these sites during construction of the plat road, and then the
potential for excessive runoff once the road is in. Also, the area
tested is realistically only large enough to support one mound system,
not two. An alternate site either further north or easterly would
need to be shown, and this would affect the possible house locations .
Aside from all the above, this lot is mapped as nearly all Glencoe soils
with seasonal water table at 0 ' below the surface. IN MY OPINION, ON
PAPER THIS IS A VERY POOR BUILDING SITE. Whoever tries to build on it
will likely experience sev- - . - - •
- - • ouse has an existing septic system located to the north.
This system has not been inspected as of this writing, but my
recollection is that it extends far north from the gazebo area and may
extend past the proposed north boundary. I will try to confirm this as
soon as possible. Also note that no alternate site has been tested for
the existing house. This is necessary and should be required before
the proposal proceeds much further.
The "East" lot was tested in 1978 by Hickock and Associates. The
reported data indicates that standard trench drainfields in the
primary and alternate site will be acceptable. The only drawback on
this lot is that the drainfield sites are centered near the logical area
he house will be placed in, so careful review will be needed before
ermits are issued.
I
1
#913 Phillips
Page 2 - Septic Review
To summarize:
NORTH LOT - Primary: shallow trenches and curtain drain;
Alternate: Mound; House site restricted to lower,
wetter s '
SOUTH LOT - Primary and Alternate: Mound; problems with
size of sites, nearness to plat road, drainage from plat
road; poor soils in house location. This is a POOR lot . 0/
VOMINOVIIIITifireiriUSE - Existing system may extend past proposed lot
line. No alternate site tested. Existing system
condition and location to be confirmed.
EAST LOT - Primary and Alternate: Standard trenches ; No
problems, but sites are located centrally on property.
Suggested further action:
cal
Test an additional site on the South Lot - Consider
ether we should accept this as a realistic buildable lot.
'). Et .A^- TG' P^o'rt-Cq- Wtot AILS ICL's. '6Jt.C. RR
A� G�:.�t`P"E`^J T� OY E'l�,/,%:!"'.t h-%C ,G.
2. Test for alternate site for existing house. ;t t6 0=
S tuger'
— SET
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