HomeMy WebLinkAboutUPPER EAGLE RIVER ESTATES Block 2 Lots 5A & 5B Plat# 95-24 S-9672
Louis Butera, P.E,
Registered Civil Engineer
Ootober 27, 1994
Jim Cross, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
OtC I 9 1994
Re:
Upper Eagle River Heights
Proposed Lots 5A and 5B
A Subdivision of Lot 5, Block 2
Dear Mr, Cross:
On behalf of our client, the owner of the above referenced property, Ms. Miriam Bell, we are
submitting for your subdivision review and approval, the attached soil logs and site plan.
The two lots are each +--45,900 square feet in size and have soil conditions that are acceptable for
on-site septic systems. Site slopes and drainages are acceptable to place a septic system in any
position on either lot. There are no conflicts with neighboring wells and both lots are
undeveloped.
Water supply would be from private wells, which have proven to be a reliable source based on
area well logs. We have tested the wells on Lot 4B, and Lot 3 Block 2, with sustained well yields
of 8.5 and 7.0 gallons per minute.
If you have any questions Please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\C:\WPWIN60\WPDO CS\1994\94-074A.LTR
P.O. Box 773294 · Eagle River, Alaska 99577 · Telephone (907) 694-5195 · Fax (907) 694-3297
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WASTEWATER SUBDIVISION REVIEW SITE PLAN
LEGA'L: UPPER EAGLE RIVER EST. LOT 5A & B BLK 2
OWNER: MIRIAM BELL ,~;x,?-..'
CONTRACTOR: N/A ~',~..~-g~K' i...%,~.
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WASTEWATER SUBDIVISION REVIEW SITE PLAN ~_~.~>~,,,,:~,
LEGAL: UPPER EAGLE RIVER EST. LOT 5A ~ B BLK 2
OWNER: MIRIAM BELL
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EAGLE RIVER, A~ 99577
(ENGINEER'S SEAL)
~ Municipality of Anchorage
~,~,,'~...~) DI=PART.MENT OF HEALTH & HUMAN SERVICES
..... ~ ................ 825 '~'L' Street Anchorage A aska 99502-0650
SOILS LOG -- PERCOLATION-TEST
DATE PERFORMED: ]~-~-~
LEGAL DESCRtPTION: //~=,/' ~//c ~i,,~/,,//~ ~P"- ~7~ Township, Range, Section:
7~ '' SLOPE
1
2
3
4
5
6
7
9-
10-
11
12
13
14
15
16-
17-'
18-
19
20
WAS GROUND WATER
ENCOUNTERED?
//
S
IF YES, AT WHAT ~ ~ ~ (~
DEPTH? //-- p
E
T'IHN ~lVJ 5~Cl7
Depth lo Waler Ahe[
MoniLoring7 C~"" 17..~ DaL~
SITE PLAN
Reading Date Gross Net Depth to Net
Time Time Water Drop
J I~-('~Y 11:~3 /o., ', ~-;~ ~1~ ,, / ~/~,,
PERCOLATION RATE ~ (m~nules/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN /7/ FT AND ~ FT
' - Municipality of Anchorage ~.
~4/ DEPARTMENT OF H~LTH & HUMAN SERVICES '"~'~'~,~
~ 825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCO~TION TEST
PERFORMED FOR: ~l~t~' ~/ DATE PERFORMED:
LEOAL DESCR,FTION= ,.f,;,., r,/. (,,~,
1o
11
12
13
14
15
16
18-
19-
20-
COMMENTS I~J %"r/:L J.,~. I .'l~''
Township, Range, Section: "T"jz.~ i~ ~[ t~ ~E-(--- I'7
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT ./~ ..'/. - O
DEPTH.) ~ p
Oeplh to Watei' Afle[.I ~,~+ ~
Moniloring? ~"4 P,-~r ' ~,e
Reading Date
2-
PERCOL~TION RATE ~'
TEST RUN BETWEEN ~',-¢"-
Ak -
//;/:7
//;2-¢
//,'
Net
Drop
(m~nutes/inch) PERC HOLE DIAMETER ~/' /~
· . FTAND ,~'~- FT
~ERFORMED BY: H I /~~ CERTIFY THAT THI~ TEST W*$ CERFORMED IN
OWNER OF LAND
ADDR£SS
Frm'n
Frm~
Frmn
Fmm
From
* ,/ -, ? ~' ::'.'- ,....=:
STATIC LEVEL OF WATER FT..
DRAW DOWN FT.
GALS. PER HR
KIND OF CASING
Ft. tn ,, FL
Ft. to ' FL
, Ft. to FL a
FL to.~Ft, '
Ft. M------._Ft · -
Ft. to Ft.
Ft. ~o FL
Ft. to FL
Ft. to Ft.
Ft. to Ft.
From FL fo FL
Fm~ Ft. t~, I~t.
From Ft. tn '
From , FL to FL
Frm~Ft. m FL
From Ft. to Ft.
From FL taL Fi,
DEPTH OF WELL
STATIC LEVEL OF WATER
DRAW DOWN FT ....
GALS. PER HR
KIND OF CA~NG ~'"P~O <~
Ft. ~- ~ ,
Ft. lo FL
Ft. to F~.. ,,
Ft. ~o FI.
Ft. Io
F~mu FL ~
F~ Ft. to F~
F~,. Ft. to
F~ , F~ t~ FL ,.
F~ FL to ~ ', ""
F~ FL ~ ~ ,,
F~ F~ lo
F~ FL ~ F~,,:. - '
F~ FL t~ F~ ....... '~ ''~'
F~ F~ ~ FL ....
F~ , ~ ~ ~, , ' ''':-,"'
...... 666.0
THIS
T~,RM
669.0
675.0
Scale: I Inch =
~ 9 6 7~ ~ ~EO i c,~ t994
TOPOGRAPHIC MAP
LOTS 5A AND 5B, BLOCK 2, UPPER EAGLE RIVER ESTATES
200 Feet
Contour Interval = 4 Feet Prepared: Oct. 28,1994
Base Map from MOA Grid Map SW 56
Contours from MOA Aerial Photographic Map Grid 48
'0' U17LU~K
120
110
100
"'° PTARMIGAN BOULEVARD
'W
IZ
30'
5o
o IOO
2OO
DRAINAGE ARROW
UPPER
DRAINAGE PLAN
LOTS 5A & 5B BLOCK 2
EAGLE RIVER ESTATES
J
Z
W
390W10 N38M
H/WON