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HomeMy WebLinkAboutMAJESTIC VIEW BLK 1 LT 13
GRE,'- .R ANCHORAGE AREA BOF IGH
Q Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
..... / ~ , F ~' ,¢'~Z
LOCATION ~c//'¢ .~'h ~(~'~ <~ ~' ~]'~ LEGAL DESCRIPTION ~ ]~ ~/ ~'/'~$/'~
SEPTIC TANK:
DISTANCE .~
FROM WELL
INSIDE LENGTH
COMPARTMENTS __
INSIDE WIDTH LIQUID DEPTH __
I
.LIQUID CAPACITY /~)-/)O GALLONS,
SEEPAGE Pit:
NUMBER OF PITS / DIAMETER OR WIDTH//z LENGTH /~ DEPTH /c'~
LINING MATERIALCOT~, b/C~'[~'CRIB SIZE: DIAMETER~DEPTH /~ DISTANCE FROM: WEL~
TOTAL EFFECTIVE
BUILDING FO~NDATION~, NEAREST LOT LINE '~ ABSORPTION AREA (WALL AREA)~ ~ -SQ. FT.
ADDITIONAL ABSORPTION
TYPE
RUC N
BLJILDING NEAREST %~...NEA R EST
FOUNDATION __ LOT LINE , ~LINE
C["SSPOOL OTHER SOU RCES
APPROVED DISAPPROVED REMARKS
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TANK __., SYSTEM
DISTANCES:
PiPE MATERIAL:
LOT SLOPE:
REMARKS:
Form No. EQ-031
DIAGRAM OF SYSTEM
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 IICI' STREET ANCHORAGE, ALASKA 99503
/ , . TELEPHONE 274-4561
;il "'¢~ "'~ ,
SEw/~GE DISPOSA~/'SYSTEM -- A
PPLICATIONAND
PERMIT
PERMIT NO.
INSTALLATION LOCATION
INSTALLATION OF: SEPTIC TANK / SEEPAGE PIT <// , DRAIN FIELD
., OTHER
FINANCED THROUGH ~ TO BE INSTALLED BY
~/~' ~'~[-'- NOTE; THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED· BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY Will BE SUBJECT TO PROSECUTION.
SEPT,C TANK S'~E /0OO ~--~" TYPE ~¢ /~X~/.-'~q SEEPAGE *.~* ~,~ ~
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT . , DRAIN FIELD
SEPTIC TANK TO SEEPAGE P~T WALL --/~
/
SEPTIC TANK ~ , SEEPAGE PIT
TO NEAREST LOT LINE.
/
DRAIN FIELD
I00 ¢
SEPTIC TANK, SEEPAGE PIT .
TO RIVER, LAKE, STREAM.
DRAIN fIELD /~) /
SEEPAGE Pit /00 /
ALSO CONSIDER AREA WELLS.
· SEEPAGE PIT //0 ~
/¢0 / F,ELD ~,'OO '~
, DRAIN
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRH3 CROSSING GAP OF
EXCAVATION 5 FEET INTO UND[STUrSED SOIL,
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
OR
LICENSED DESIGNER
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS ]N ACCORDANCE WITH SAID CODE·
4040 "B" STREET,
ANCHORAGE, ALASKA 99503
PHONE: 907-279-2581
November 13, 1974
W.O. 1117131
Peninsula Excavating
171 Place Street
Anchorage, Alaska 99504
ATTENTION: Mr. Ken Nix
SUBJECT:
LOCATION:
On-site Sewage Disposal
Lot 13, Block 1, Majestic Subdivision
(9500 Jade Street, Anchorage, Alaska)
Gentlenlen:
Transmitted herewith are the results of the subsurface investigation perfo~ned
on the above property on November 6, 1974. Exploration consisted of one test
pit dug by Peninsula Excavating employing a backhoe. The soils were visually
classified in the field in accordance with Sheets 1 through 3, following the
text. The digging was supervised and the test pit was logged by Mr. L.B.
Johnson, senior technician, of our staff. The test pit was logged as follows:
Test Pit 1
Elevation: Existing Ground
Depth in Feet
From To Soil Description ......
0.0' 1.5' F-l, brown, silty sandy gravel, GM, damp, dense,
rounded gravels to 3"
1.5' 3.0'
3.0' 4.0'
4.0' 13.0'
NFS, brow~; ,~,andy gravel, GP, dm~p, dense, rounded
gravels to 3"
F-l, brown, silty sandy gravel, GM, damp, dense,
rounded gravels to 3"
NFS, brown, sandy grave], GP, dmnp, dense, rounded
gravels to 3"
Bottom of Test Pit:
13.0'
Frost Line: None Observed
Free Water Level: None Observed
Peninsula Excavating
Page 2
November 13, 1974
The seepage area required per bedroom by soil type (per the Greater Anchorage
Area Borough) is as follows:
Soil 'l'y~_~e (tim fied Classification)
ML
SM
SP
GM
GP
Seepage Area Required
275 ft.2/bedroom
250 ft.2/bed~oom
150 ft.2/bedroom
125 ft.2/bedroom
225 ft.2/bedroom
85 f4.2/bedroom
85 ft.2/bedroom
Ix Soils requiring greater than 250 ft.2.bedroom are not a]lowed in seepage
'. pit area calculations (per the Greater Anchorage Area Borough).
The seepage area required at depth can be expressed as follows:
Unified Soils
D_gj)th' Classification
0.0'~I.SI GM
1.5'-3.0' GP
3.0'-4.0' GM
4.0'-13.0' GP
Seepage Area
! oqu_i r __4a
225 ft.2/bedroom
85 ft.2/bedroom
22S ft.2/bedroom
8S ft.~/bedroom
Enclosed are some excerpts from State and Borough ordinances which may be
of value to you. For further restrictions~ particularly with reference to
location of the seepage pit, we call your attention to the Greater Anchorage
Area Borough Ordinance 28-68.
Please call if we can be of further service.
Very truly yours,
ALASKA TESTLAB
'Kenneth
Laboratory Supervisor
H.F. Lee, /~.E. '
/
KWB/vms
]:~n gl osure s
TEST HOLE LOGS
SOILS DESCRIPTIONS
SHEET OF
The relative 'hype of soil and the frost classification is shown
on the sheet "Soil Classification Chart." An additional class or
classes are shown on "Unified" or other charts or references.
2. Other criteria:
Boulder - greater than 8"
Cobble- approximately 3" to 8"
Blow Count - blows/6" of 140 lb. weight falling 30"; 2" split
spoon. (The standard penetration is blows/12".)
Density - estimated by the rate of drilling, type of soil, blow
count and moisture range
PL - Plastic Limit, moisture content being approximated as; above
(+) or below (-) plastic limit (PL) or liquid limit (~) as
appropriate
Lw - Liquid Limit, see Pr
Dzlaten~y - is the ability of water to migrate to the surface upon
vibration ot jolting of a sample, an aid in determining
whether a soil is predominately a clay or silt
Well graded - uniformity coefficient greater than 7 See "Unified"
Poorly graded - uniformity coefficient less than 7 (Uniform
particles, gap graded) See "Unified"
Organic Content - estimated by volume, not particularly precise
Clayey Soils -~ a field method now being used as an aid to
identification of these soils is a combination ball drop,
and rolled thread test in which a 2" diameter ball of the
Sand-Silt-Clay fraction is dropped 2' until a 1" thick pat
develops. The diameter of a thread at crumblinc rolled from
the resultant pat determines whether clay or siit predominate~
Dry Strength .~ a small sample of the soil is formed into a cube
and air dried, and crushed between the fingers. High dry
strength indicates clays and iow indicates silts.
Water Table - the apparent water table at the time of observation.
Often the actual water table may be higher unless the hole
is allowed to remain open or is converted to an observation
well.
Capillary Fringe - change from moist to very d~]]p, or saturated
soil, usually indicates that water table is close.
Peat - Fibrous material of macrosc~-~pic and microscopic fragments
of decayed vegetable matter; very compressible, unsuitable
for foundation or embankment. Color light brown to black.
A° - The upper layer, surface soil or topsoil, containing humus
and/or organic debris, not satisfactory for foundation.
Laboratory..data is often included for specific samples or groups of
~]ples, and may be included on the log or by separate tabulations
or enclosures.
The soil descriptions shown on the logs are the best estimate of the
characteristics at the time of field examination. Such examinations
do not achieve the precision of laboratory tests for the various
properties. *
ALASKA r'ESYLAB
CONSULTATION ~ TESTING O EXPLORATION © CHEMICAL O MATERIALS ~D INSPECTION
SOIL CLASSIFICATION CHART
30% GRAVEL
/ OR
o/
~,,/o' S LTY
~-/~.~.~ ..
~//'S,A N D
0 lO
\ II %/:' :: :¢' t
CLAY EY '"'
CLAYEY
IL'FY
k \
ID'; \,~?,AVE L
\
zo so 40 5o 60 70
,GRAVEL (47~__4SC, R__EE~N)_ % BY WEIGHT_.
R~A,~E L
80 90 I00
GRAVELLY SOILS CONTAINING BETWEEN 3 AND 20% FINER THAN O.02mm,
SANDY SOILS CONTAINING BETWEEN :~ AND 15% FINER THAN O.02mm.
GRAVELLY SOILS CONTAINING MORE THAN 20% FINER THAN O.O~mm. AND SANDY SOILS
(EXCEPT FINE_ SILTY, SANDS) CONTAINING MORE THAN J5% FINER THAN O.02mrn.
CLAYS WITH PLASTICITY INDEXES OF MORE THAN 12. EXCEPT VARVED CLAYS.
ALL SILTS INCUJDING SANDY SILTS.
FINE SILTY SANDS CONTAINING MORE TITAN 15% FINER THAN O.OPmm.
LEAN CLAYS WITH PLASTICITY INDEXES OF LESS THAN 12..
VARVED CLAYS.
F4 a,
b.
d.
Fl
F2
F5 a.
NONFROST SUSCEPTIBLE SOILS ARE iNORGANIC SOILS CONTAINING LESS THAN 75% FINER THAN O,02rnm.
GROUPS OF FROST-SUSCEPTIBLE SOILS:
MUNICIPALITY OF ANCHORAGE
DEPARTMEN'~ OF HEALTH AND ENVIRONMEN~*
825 Street, Anchorage, Ala.
279-2511, ext. 224 or 225
Date Received:
#2: Time
Date
Insp
PROTECTION
,9950~
May 24, 1977
Time
Date
Insp
REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES
% Marie Izams
1. Lending Institution Request: First National Bank of Anchorage
Mailing Address: Post Office Box 720 99510 Phone: 276-6300/483
2. Property Owner: Ruth Thompson Estate Phone: 333-4055/h
Mailing Address: % Dave Thompson, Estate Executor 276-3033/w
3. Legal Description: Lot 13 Block 1 Majestic View Subdivision
Single Family Residence: (
Multiple Family Residence:
Number of Bedrooms: 1
Number of Bedrooms:
Well System:
Permit ~
Construction
Sewage Disposal System:
Permit #
Septic Tank Size
Absorption Area
Individual Well ( ~x Community/Public System ( )
Depth of Well Well Log on File ( )
Bacteria.~.~.~.~ . ~t
On-site
System ~x~~~t~Utilitf ( ~
Installed Installer
Manufacturer
Soils Rate Material
Distances: Well to Septic Tank
to Sewer Line Nearest Lot line
to Nearest Lot Line
to Absorption Area
Absorption Area
PageTwo
Department of Health and Environmental Proteckion
Request for Approval of Individual Sewer and Water Facilities
Legal Description: Lot 13 Block 1Majesti~ View Subdivision
Comments:
Affadavit Attached: (')
Letter Attached:
Approved: e:
Disapproved: ~Date ~-/ ,~ 7?.
Department Wor~ksheet:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAl_ PROTECTION
825 L Street, Anchorage, Alaska 99501
279-2511, ext. 224, 225
REQUEST FOR APPFIOVAL OF
INDIVIDUAL SEWER and WATEFI FACILITIES
1. Type of Inspection:
2. Property Owner:
Mailing Address:
3. Name of Buyer:
I..~,~JNICIPAI.I'IY OF ANCI-'(-" :C2
DEPT. C, i;]!,'".. 71-] ,:
VA
Ruth Thompson Estate
9500 Jade St
(Dave ThcmpsonL.~.s~_a_t_e.._E_xe~qu_tp_r_)
hc~e ,' 333-4055
Day Phone:._~o~k; _2~_6-___3~..3.~
Mack Edward Thompson & Carl William Thcmpson
Mailing Address:_.~9-~00 Jade St Day ~hone:..__~_o~,k~:___278__-3577
hcme: 243-5528
4. Name of Lending Institution: ..... Fi~s_t _Nat__ip_n_al ~_ank__o_f Anc_h_.or.a~_e
Mailing Address:_ P.O. ]~)x 720 Phone: 276-6300 ext 483
5. Narne of Realtor or Agent: none
Mailing Address: Phone: .....
Legal Description:.___ Lo_~.__13,
Location:__ 9500 Jade St Anchorage, Alaska 99502
7. Type of Facility to be Inspected:
8, Water Supply
Type of Supply:
Existing SFR
No. Bdrrns,__~~ .....
Public Utility Individual_ X
If Individual, number of dwellings presently served
If Individual, depth of well
Sewage Disposal System
Type of System: Public Utility
If Individual, date of installation
Individual (on-site)
X
Please contact ~ckThompson for access at either of the above phone numbers.
Marie Iiams 5/23/77
72-003(3/76)
July 12, 1977
Mr. Mac Thompson
Box 6146 Annex
Anchorage, AK 99502
Subject:
II ) ' .I' "'.~ ¥ \'~
",,:'~, ' 4; , :" tl~
\'> '& '
DEPAHI'MENTOF ENTERPRISE ACTIVIFIES
Sa.,ver & Water Utility
GEO,'?Gg ?..L
M,fl V © Fl
SEWER AVAILABILITY TO LOT 13, .BLOCK 1,
MAJESTIC VIEW SUBDIVISION
Dear Mr. Thompson,
The above lot is not served by public sewer. The nearest
available public sewer that is maintained by the Municipality
of Anchorage is located approximately 1000 feet north of Lot
13 in Dimond Boulevard.
There is a substandard, non-maintainecl sewer line near 'this
lot, but we treat-this line as non-existing because of
foresaid reasons.
If you have any further questions please contact this off:i_ce.
Very truly yours,
JAMES G. TOEWS
Chief Engineering Technician
Anchorage Sewer Utility
cc: Les Buckhold, Sanitarian, M of A IIeatth & Environmental
Dep t.
JGT/cl
1977
First National Bank of ~%nchoraqe
~ort~ffage Loan Section
Post Office Box 720
Anchorage, Alaska 9953.0
At%'~en~ion: ,.qari¢~ Iia~s
Subject: .l'~t 13 Block 1 Majestic View Subdivision
The subject property is now availalbe to p~blie sewer. ~his
department is rec~.estin~ the resid~nc~ bo conna~te~l to the
Municipal sewer I. in~.
'£he water supply, at the time of inspection, was to be
changed to an approved public syst~,m (Sea¢31iff Subdivision
W~ll). Therefore, this depart~.~e, nt also requests the
residence be connected to the p'.f0iic water supply.
This department ~.zili grant an approval if the sewer and
water connections are made as requested.
If there ar~ any further questions, please ~3ontact this
office at 279~25tl, extension 224 or 225.
~.lncerely,
Las N. ~uchholz,
~;~r '[~ POSTMARK
OR DATE
"'~""'~:~-' l' Vhth delivery to nddressee only ............
O[LW[, Y: :o[m~:~.::~: ~'~ ..:...._._..L.......:.:......:.' ............. -~
~ [, COVEflA[IE I'ROVII][O~
(See otfler side)