HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 4 LT 25
.... · MUNICIPALITY OF ANCHORAGE/--~,
He~ ih !and Environmental Prot~ )~on
i Fourth Floor West
825 L Street
3~nchor age, Alaska 99501
26,1-4720
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
MAILING ADDRESS O' ~d)X /-r/-' ~ 3~/ PHONE
SEPTIC TANK:
INSIDE LENGTH ___-- INSIDE WIDIH LIQUID DEPTH
NUMBER OF
COMPARTMENTS
LIQUID CAPACITY/-~Z--N~O GALLONS.
TILE DRAIN FIELD:
DISTANCE FROM WELL
~ of Lines
ABSORPTION AREA ___
OEpTIh TOP OF TILE TO FINISH GRADE
; TOTAL LENGTH~ )-
FOUNDATION NEAREST LOT LINE OF LINE
DISTANCE BETWEEN LINES .TRENCN WIDTH~ IN. TOTAL EFFECTIVE
SQ. FT. LENGTH OF EACH LINE
[ DEPTH OF FILTER ~/'
: MATERIAL BENEATH TILE =._ 1~. ABOVE TILE ¢ IN.
SEEPAGE PI')-:
Log Crib Rings
BUILDING FOUNDATION__.
DIAMETER i OR WIDTH LENGTH DEPTN
Crib Size:! DIAMETER___DEPTH. DISTANCE FROM: WELL
! TOTAL EFFECTIVE
NEARES~ LOT LINE -- . ABSORPTION AREA (WALL AREA)
SQ. FT.
Well
Class: Depth:
Well Distance To: Lot Line
Bldg: Sewer Line:
Pipe Materials: ~o~
# of Bedrooms: ~
Installer:
Remarks:
i,. ' _Pll I ,)N
f"iH).:;IMUM I'-,tLtl Jbb. I, CIF' E:EC, t',:'.OC$iE; = '=-
iHI.: L~.NUIH C, ]: i','IENS J: ON 1S 'file LENGTH (]:N FEET) OF rile ]RENCH OR bRRtNFiELD.
IHt: [.:,kvlH UF R FRENCH Elk'. F'Ii' !:::; THE Di~;TRNCE E:E1WEEN THE 2;URFrRC:E OF ]HE
URC,...IND FIND IHE BO]"]{:~l"l L)F THE EXC[~VNI ION (1N FEET).
ii-.IEk'.E lb; NU SE1 WJ.i::,'I'H FOR iRENCHES.
I HE Gk'.FiVbL_ L:,EF'IH I:~; I'HE MiNiMIJM DEP]H OF GRRVEL BEFHEEN ]HE OU'[F~L.L PiPE
laN[) ~F'iH: [::O'iiL)Pi OF' THE EXCRVFII'ION (IN FEET).
PI FHI..:k:.HLiiP_ F'LIqF~II' P1F:Pr' BE: ZN~Ji'f:tI._L. EI::, FI-t ]HE .PERMITTEE'!'~: OPT:ION ~.:UI3JEC] '['1:) '[HE
F. UI....i..L)I41NL'J L:UN[::' t:'J )ONS:
i.. k. I IHEI:'. FI CL.I':F:::,S I O14:: It ND;Ic I-:IF'PROVEE:, PLI':INI' M,C'l¥ E:E :[N.'-2:]'FILLE[:,.
2. ~ CIJP.IitNIJEII_J':':~ MF'I]:N'fENF:INGE F:IC4F,::EL":NENI :['-::J REg!IjIRE[:,. IF FI MI.:t]:NTENF'tNCE
FIGREEMENi' :i.:E; NO'I' KE[':'T C:I.jI-,::REI",II ¥1:JU i'IFIV BE'_: REL:.!UII'~:'.E[:' l'O ["::NLFIRGE THE ~;OIL
I:!EigLff';..'Pi'lOi',] S"r'D;'IEH FtN[.',/OF:: "¢EIU MR'r' 8E SI.JI3.JECT '/'O F'I~:IOSEfZ:I.Jt 1CIN.
' ' UN _1 E SEHFtGE ..l_,F__,tt ..... '~...Ik..tl :[~:~;
H:i:NIMUH D].._.,IHN...L. bE[Hl:k]'.i FI HEL. L.. I::iN[:, FIN'?' -.-<' ':' ';': ':":
::l.~l.~::~ FLEbZi F: i-:' FI F'RJ:'v'FtiE !4El...i_. qF' 2~:4Bi FEET FLP- F-I F' IP31 Il':: HELL
LJiHP_F:'. k'J{.~'_ [F'E:i'"IE},[J[~; J'"II:~'T' f::Ii':'F'L"r'. L:-.;F'EI];ll-'iI:.:I'¥tli~Ii",!S FIN[) ':~N,~;IF.~I.ji-.~:r.[I'.JN D.t_F:tl3RFII',I'.q.' FIRE
' ': " PRC$'EiR :[ N~;"I F'II...LFI'i' i
r~, t _k El..b. il::l
Lot 25'
Depth i~-:
From
3.0
6.5
12.0
Bottom
Frost L~
Free Wa~
et
3.0
;.5
~2.0
.r5.o
TABLE A
SOIL DESCRIPTION'
W0t117509
NFS/F-2, brown ~ Gravell~ Sand, .~, damp,
iow-medium densl%yo
F-4, tan slightly Gravelly Sand~ Silt, ML, d~}?
soft, NP.
F-4,' tan to'brown Sandy Silt, ML, with random
gravel and some sand at 10.0', wet, soft, NP.
F-2, tan Gravqlly Silty Sand, SM, saturated,
low'density.
Hole:
'evolO:
15.0 ft.
None observed
13.0 ft.
RE..,EIVED SEP 3 O 1975
i ~ 4040 "B" STREET
, ' ./;,~,. :~:c ~..,u.~-., ~.~, 9503
t ( FESTLAB3 ANCHORAGE, ALASKA 9
September 22, 1975
WO 17509
Mr. Carl Pruett
Vatli-Vue Estates
P.Oo Bo 4-1141 / -
Anchorage, AK 99509 ),-. / .J~"
Re: Subsurface Investigation for On-Site Sewer System
Lot 22, 23, 24; & 25, Block 4; Valli-Vue Estates
Dea~ Mr. Pruett:
Transmitted herein are the results of the
gation and percolation tests performed on
lots on September 3, 1975.
subsurface investi-
~he above referenced
The drilling was accomplished with a Mobile Drill B-50 drill
rig moun[ed on a Flextrack-Nodwell tracked vehicle, owned
and operated by Denali Drilling Inc. The test holes were
logged and the drilling supervised by Mr. Pete Herstek,
staff technician with Alaska Testlab. The locations of the
test holes are sketched on the attached Figure 1.
Table A is the logs of the test holes drilled. Standard
explanatory information is contained in the back of this
report and should prove helpful in interpretting the data
contained on the test hole logs.
The test holes drilled on Lots 22 and 23 showed permeable
material that should accept a septic tank/seepage system.
Classification of the soils was by visual means. Both holes
were percolated~
After having been'saturated overnight, the test hole on lot
22 percolated at a rate of 2.1 minutes per inch, while the
test hole on lot 23 percolated at a rate of 3.1 minutes per
inch. These rates were maintained for 60 minutes. Utilizing
the data published in Table A "Area Requirements for Individua]i~
Residences" on page 8, 6f the "Manual of Septic Tank Practice",
published by the U.S. Department of Health, Edt~cation & Welfare,
the absorption of the area requirements for seepage pits placed
on these two lots are 90 square feet per bedroom and ]05
square feet per bedroom respectively.
Mr. Carl Pruett -2- September 22, 1975
Lot 25 proved somcwhat more difficult. As can be noted from
the test hole log, a sandy silt exists to about 12 feet and
from 12 to 15 feet is a gravelly silty sand, with the water
table being at <~3.0) feets The percolation rate for the
entire hole was ~0 minutes per inch, for an absorption area
requirement of 85 sq.ft./b~edroom. This probably reflects a
rather strong weighting of the material from 12 to 15 feet,
which cannot be utilized because of the presence of the
water table. As you may recall, a test was performed on the
adjacent lot 26 where the silt, similar to that detected in
lot 25, was percolated. The absorption area rating for that
silt was 250 sq.ft, per bedroom.
Recalling that the Municipality of Anchorage, Dept. of
Environmental Quality is.coming out with a new regulation
effective October 1, 1975 that will require package treatment
plants on all lots under an 1.25 acre where the absorption
area rating is 150 sq.ft./bedroom or more, wound indicate
that a package plant will be required on lot 25.
On lot 24 a different problem exists. There is a drainage
channel that runs down along the west boundary of lot 24,
through the north end of the lot and on back to the north.
Due to heavy rains of this fall, quite a bit of water is
presently running in this ditch where it was dry last summer.
The area all over lot 24 is quite wet and the ground surface
saturated. We drilled three separate test ho]es on lot 24,
Hole A, Hole B, and Hole C, attempting to find an area where
surface intrusion would not enter the hole. We were unsuccessf~
though Hole C was the 1pest of the three. Consequently we
were unable to run a percolation test on that lot.
Therefore, instead of relying on visual classification of
the soils to indicate their permeability, the soil samples
taken from the three te~t holes were classified by laboratory
means. There is a layer of silty gravelly sand from 4.5 to
9 feet in test hole C that should percolate well and would
be able to accept the affluent from a septic tank or package
treatment plant.
The Anchorage Dept. of Environmental Quality may require a ~x
package treatment plant and a chlorinator, with an absorption
· pit or seepage pit, placed in the area of test hole C, for
~lot 24.
A great deal of the water problems experienced on Ich 24 are
probably unique to this summer, due to the heavy runoff
associated with the rains we have had this fall.
Mr. Carl Pruett
-3- Sei){:ember 22, 1975
It should be noted that all of the water levels listed Jn
the test hole logs were for the date of exploration only,
and are subject to fluctuation with seasonal and climatic
changes.
We hope this data is adequate for your present needs. If
there are any questions that we can answer or clarifications
that we may make, please do not hesitate to contact us.
Very truly yours,
Ap~roved: f
h~a'rry ~.~ Lee, PE
ALASKA lES LAB
blel~in R. Nichols, CE
Laboratory Supervisor
MRN:n~
Enclosures
33
2/
2O
50
25..
I. /$
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21 ": .:'
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Time
Date
Insp
DEPARTMEN~ ~3F HEALTH AND. ENVIRONMENTA PROTECTION
825 L Street, Anchoraa~. Alaska 99501
#2:
264-4720
Date Received: November 3, 1977
Time #3: Time
Date Date
Insp Insp
REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES
Lending Institution Request: Alaska Pacific Bank
Mailing Address: Post office Box 420 99510
Property Owner:
Mailing Address:
K.& K Construction
% Valerie
3. Legal Description:
4: Single Family Residence: (~
Multiple'Family Residence: (
5. Well System: Individual well
Phone: 276-3110
Phone: 276-1396
Thomas Klein & Gary Kockler
Lot 25 Block 4 Valli Vue Estates #2 Subdivision
e
)
(
Number of Bedrooms:
Number of Bedrooms:
Four
) Community/Public System
Permit ~
Construction
Depth of Well Well Log on File (
Bacterial Analysis
Sewage Disposal System:
Permit # ~
Septic Tank Size
Absorption Area
On-site System (~ Public Utility
Installed %~ ], Installer
~ ~ ~ ~ Manufacturer ~i~
Soils Rate ~ Material
Distances: Well to Septic Tank to Absorption Area
to Sewer Line Nearest Lot line Absorption Area
to Nearest Lot Line
~age Two
Department of Health and Environmental Protection
Request for Approval of Individual Sewer and Water Facilities
Legal Description: Lot 25 Block 4 Valli Vue Estates #2 Subdivision
Con~ent s:
Affadavit Attached: (') Letter Attached: ( )
Approved: Date:
Disapproved: Date:
Department Worksheet:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L Street, Anchorage, Alaska 99501
279-2511, ext. 224, 225
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER and WATER FACILITIES
NtUNICIPALtTY OF ANCHOP, AG.':
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
NOV $1977
RECEIVED
1. Type of Inspection:
2. Property Owner:
Mailing Address:
3. Name of Buyer:
K
VA FHA .CONV XXXX
& K CONSTRUCTION (Thomas Klein & Gary Kockler )
JONES, Maurice & Jewel
Day Phone: 276-1396
2203 Eureka Street,
Mailing Address: Anchorage, a~
ALASKA PACIFIC BANK
4. Name of Lending Institution:
P.O. Box 420, ANC' 99510 Phone:
Mailing Address: Attn: vAlerie
N/A
5. Name of Realtor or Agent:
#26 Day Phone: 277 2491
276-3110
Mailing Address: Phone:
Lot 25, Block 4, Valti Vue Estates #2
Legal Description:
on west Tree Drive
Location:
Type of Facility to be Inspected;
single family hous~o' Bdrms.
Water Supply
Type of Supply:
· ., Public Utility.
commun, wellXXXXX
,Individual
If Individual, number of dwellings presently served
If Individual, depth of well
Sewage Disposal System
Type of System:
Public Utility
Individual (on-si '
If Individual, date of installation
XXXXX
ENCLOSURE: Cashier's Check for $25.00 for inspection fee