HomeMy WebLinkAboutROBANNA Lots 1 & 2 S-8620
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
Environmental Health Division
CASE REVIEW WORKSHEET
CASE NUMBER: DATE RECEIVED:
S-8620 March 26, 1987
SUBDIVISION OR PROJECT TITLE:
Lots 1, 2 Robanna Subdivision with Vacation
COMMENTS DUE BY:
April 20, 1987
) PUBLIC WATER AVAILABLE ( ) PUBLIC SEWER AVAILABLE
) COMMUNITY WATER AVAILABLE
/ /
EAGLE RIVER ENGINEERING SERVICES
Lou Butere, P.E.
P.O. Box 773294
Eagle River, Alaska 99577
Telephone {907} 694-5195
May 11, 1987
Mr. Steve Morris
Civil Engineer, On-site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
RE: Robanna Subdivision
Health Approval
MUNICIPALITY OF ANCHOP, AGI~
DEPT, OF HEALTH &
ENVIRONMENTAL PROTECTION
:MAI' 1 2 1987
RECEIVED
Dear Mr. Morris:
Attached, please find the results of our water monitoring of the
'test hole located on the above proposed subdivision.
beyond
the 5'
filter.
Our original measurement of water depth after a 7 day
stabilization period was 8.58' below ground surface on February 25,
1987. The water table has been monitored at 8.2', 7.6' and 7.25' in
the following months. We expect that at this time the readings are
indicating the spring high water levels and will not rise drastically
this level. It should be noted that a rise in water table to
level would still allow a bed type septic system with sand
I am recommending that any septic installation utilize a sand
filter at a total depth of 4' rather then relying on the SM layer for
filtration. I would expect that an additional text hole will be
excavated at the site of the actual septic system location. The owner
is attempting to build on this lot in June of 1987.
If there are any questions or concerns, please feel free to call
me at 694-5195.
Sincerely,
Leu Butera~ P.E.
LB:bls
attachment
EAGLE RIV~'~
ENGINEERING SERVfCES INC.
P. O. Box 773294
EAGLE RIVER, ALASKA 99577
Phone 694-5195
SHEET NO ~/ OF
CALCULATED BY .~ ,, ~'~,~.,v~-~ DATE
CHECKEO BY DATE
SCALE '~'~'~
:~'PRELIMINARY PLAT APPLICATIC'--" OFFICE USE
Municipality of Anchorage
DEPARTMENT OF COMMUNITY PLANNING REC'D BY;
P.O. BOX 6650 VERIFY OWN:
Anchorage, Alaska 99502-0650
A. Please fill in the information requested below. Print one letter or number per block. Do not write in the shaded blocks.
0. Case Number (IF KNOWN) 1. Vacation Code
New abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34).
IIII II I I:{ II t I I I1 tt I I I I I I~11
Existing abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOT 34) full legal on back
page.
4. Petitioner's Name (Last- First)
5. Petitioner's Representative
MioiciLi'iNT00 K, Iw 'iLiL' ^!M! IIII
III
Address P.O. Box 772988 Address P.O. Box 671089
City Eagle River State AK City Chugiak State AK
Phone No. 688-4086 Bill Me X Phone No. 688-4499 Bill Me __
6. Petition Area 7. Proposed 8. Existing 9. Traffic 10. Grid Number 11. Zone
Acreage Number Number Analysis Zone
Lots Lots
N 753,
12. Fee $
B.
Date: ~ - '2.- ~, - ,~ 7
510 13. Community Council Bi rchw00d
I hereby certify that (I am) (I have been authorized to act for) the owner of the property described above and that I desire to
subdivide it in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment
of the basic subdivision fee is nonrefundable and is to cover the costs associated with processing this application, that it
does not assure approval of the subdivision. I also understand that additional fees may be assessed if the Municipality's
costs to process this application exceed the basic fee. I further understand that assigned hearing dates are tentative and
may be have to postponed by Planning Staff, Platting Board, Planning Commission, or the Assembly due to administrative
reasons.
Signature
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~?' CATION OF RIGHT-OF-WAY OR~'~"/ OFFICE USE
EASEMENT APPLICATION REC'D BY:
Municipality ol Anchorage
DEPARTMENT OF COMMUNITY PLANNING VERIFY OWN:
P.O. BOX 6650
Anchorage, Alaska 99502-0650
A. Please fill in the information requested below. Print one letter or number per block. Do not write in the shaded blocks.
4. Petitioner's Name (Last- First)
I I I:t ?!>1
0. Case Number (IF KNOWN) 1. Vacation Code
2. Abbreviated Description of Vacation {EAST 200 FEET SOME SIREET)
~. ~i~1i~ ~DDrevi~e~ le~l ~es~ri¢ion [TI~N ~ BEG R LOT 4~ O~ 8HO~T SUB BLK ~ LOT ~4~.
5. ~otitioner's Bopresontativo
Address P.O. Box 772988 Address P.O. Box 671089
City Ea91e River State AK City Chuqiak State AK
Phone No. 688-4086 Bill Me. X Phone No. 688-4499 Bill Me.
6. Petition Area Acreage 7. Proposed Number 8. Existing Number 9. Traffic Analysis Zone
10.
Grid Number
11. Zone
12. Fees
100 13. Community Council Bi rchwood
I hereby certify that (I am) (I have been authorized to act for) the owner of the property described above and that I desire to
vacate it in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of
the basic vacation fee is nonrefundable and is to cover the costs associated with processing this application, that it does
not assure approval of the vacation. I also understand that additional fees may be assessed if the Municipality's costs to
process this application exceed the basic fee. I further understand that assigned hearing dates are tentative and may have
to be postponed by Planning Staff, Platting Board, Planning Commission, orthe Assembly dueto administrative reasons.
Date:
Signature
*Aaents must Drovide written Proof or authorization.
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JUSTIFICATION FOR VACATION OF RIGHT-OF-WAY
in
ROBANNA SUBDIVISION
The existing 50' roadway easement on the western portion of the
lot is not needed. There is no connection for a road on the
north in that the matching right-of-way to the north was vacated
by plat 82-476. According to the topo map, this route is too
steep to construct a road to municipal standards. All lots which
abut this right-of-way are already subdivided down to the minimum
lot size allowed for this zoning and primary access for each is
already provided by existing constructed rights-of-way.
The 50' roadway easement on the south should be vacated. It will
be replaced by a 30' half-dedication of Carlisle Drive. The
matching 30' half right-of-way was dedicated by plat 83-196. The
30' will also match that dedicated on the adjoining lot to the
west (plat 83-144) and is the width normally required in the
area. Carlisle Drive is a rural residential street and the total
60' right-of-way meets the municipal requirements for this
street.
U- ~3:.o
AERIAL PHOTOGRAPHIC MaP WITH TOPOGRAPHY
FO[{
RO:BA.N-NA S~BD~'V'LSION
1"=200' CONTOUR INTERVAL = 4'
blUNICIPAUTY OF ANCHORAGE PHOTOGRAPHIC MAP OF
EA~LE RIVER & VICINITY, GRID 28
EAGLE RIVER ENGINEERING SERVICES
Lou Bntera P.E.
P.O. Box 773294
Eagle River, Alaska 99577
Telephone (907) 694-5195
March 12, 1987
Mr. Steve Morris
Civil Engineer, On-site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
REF:
Proposed Subdivision: Lots 5lA and 5lB; TtSN,-q~W~, Sec. 25.
Chugiak, Alaska
Dear Mr. Morris:
Attached please find a site plan and soil log data submitted for
proposed subdivision approval.
Our soil log with perc test is located on Lot 5lA as shown on the
attached site plan. The soil on Lot 5lA has two distinct strata~ with
the soil and topography on Lot 5lA being different from that on Lot
5lB. The lot designated as Lot 5lA has a topography that is sloping
to the south with several large benches that are suitable for wide
trench type systems. Lot 5lA soil contains an accepting layer of a GW
type soil with <5 minutes per inch percolation, rate. This layer of GW
'type is underlain by an SM silty.sand layer, perc tested at 183 SQ.
FT./BR, which contains a water table at the current monitored level of
8.58'
The soil on proposed Lot 5lB, by contrast, contains only a GP-GW
type with an absence of the SM layer to a depth of 13.6'; as per soil
log dated June 30, 1983. The topography of Lot 5lB can be called
level, with <5% slope. There was no ground water table indicated for
the Lot 5lB soil. This soil type and G.W.T. are supported by
excavations performed parallel to the south lot line in the road
easement, as the Eklutna water pipeline was installed in 1986.
As per subdivision standards 15.65.145, the two lots-exceed the
40,000 sq. ft. lot size requirements. There is sufficient area to
construct an original and two replacement areas, as shown on the site
plan.
S 86 20 N AY
PropoSed Subdivision: Lots 5lA and 5lB (Con't)
Page 2
As the soil layer accepting the sewerage effluent on both lots is
graded 85-125 Sq. Ft./ BR, the total reserve space requirement of
10,000 sq. ft. is met in both cases. Lot 5lA has some areas in excess
of 25% and a topographic Survey has been performed with areas in
excess of 25% slope being cross hatched on the site plan. The bench
areas are of 6-12% slope.
In order to achieve the reserve area-requirement for Lot 5lB, the
existing well will be properly abandoned and a new private well will
be drilled in the location shown on the site plan. Well yield tests
can be accomplished after the well is drilled.
A ground water monitor tube was installed in the test hole
located on proposed Lot 5lA. This monitor has a current water level
of 8.58' below the ground surface. As per our telephone discussion, I
will monitor the water level monthly until June of 1987, in order to
determine if there is any fluctuation of the water table and to
establish a maximum level. We are then requesting approval at that
time, in order to allow the owner to construct a residence on Lot 5lA
in 1987.
If there are any problems or concerns, please feel free to
contact me at 694-5195.
Sincerely,
Lou Butera, P.E.
LB:bls
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
DATE PERFORMED:
SLOPE
SiTE PLAN
'o ;.~ ..'.
.... )
-.'~,~.~. ~/~
~' ~ DEPTH?
PERCOLA~
1
2
3
4
5
7
8
9
10
~WATER
11 ED?
12 TWHAT
!3
Gross Net Depth to Net
Reading Date Time Time Water Drop
~ ,, /; lq /~ ~,~ ~ '-~ %~ ' ~"
14
15
16
17
18
19
20-
~TION RATE / ~: 3 ~///~/~ //~ {minutes/inch)
TEST RUN BETWEEN '~' FT AND ~ FT
COMMENTS /C--~ ~- ~'~, ~ ~/~,, .¢' / ~ ~,.¢~ ,*' ~ ¢ ~/~, ~- 7z-~' ~ ,~" ~'/'/~-~'
PERFORMED BY:
Eagle River Engineering Services
P. O, Box 7732¢4
Eagle River, AK 99577
694-5195
CERTIFIED BY:
L 3
.L 59
~ BENSEN y SUBDIVISIO/Iq
N89°55'OO"W 527.75'
BLM LOT 51A
~ANDONED ~ k
CARLISLE N~9°54'OO"W 32B.02'
I '~ L 58B I L
]~o' I- GILBERT [ SUBDIVISI
L 1
0
YI~NT
J
SEPTIC
SITE PLAN
.E_GAL, BLH LOT 51, .T_I_5~SEC,25
OWN~JAN CHURCH
EAGLE RIVER ENGINEERING SERVICES
PO BX 773294
EAGLE RIVER, AK. 99577
694-5195
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