HomeMy WebLinkAboutSTEFFES LT 34C
'* MUNICIPALITY Of ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name DISTANCES
';~"~<~' ~ ~/~ ~ ~'~'~'~ ~ T~ SEPTIC ABSORPTION
WELL
Addre~.FROM~ TANK FIELD
Phone(s) .e,.,, N o. N Ol of Bedrooms WELL
LEGAL DESCRIPTION LOT LINE
~ ~ FOUNDATION
AS-BUILT DIAGRAM {Show location of well septic system, prope~y lines, foundation.
~l 5 ~ ) ~ I ~ I 3~ q driveway, water bogie,l e[cl)
TANKS
~ SEPTIC ~ HOLDING
Material No. of Compadments
TYPE OF SYSTEM
~ TRENCH ~ BED ~ W, DRAIN ~ OTHER / '
Depth ,o pipe bottom from Total depth Bom oPginal grade
°riginalgrade J,5 FI ~ FI
Fill added above original grade Gravel dept. beneat, pipe
I
Total absorptio, area~ 3~ ET Distance between lines Z~ FT/,~'.//
Number of lines Pipe material
(WOT O~¢~JyATE ~ OTHER (Identify)
Clarification {A,B,C) Total Depth FT Cased lo ET
I~staller Date Installed:
'~ ce~ily Ihal Ibis inspe¢ion was pedorm~d accorfling
ffi ' 'p and State ouidelin~ iff ellect o I i : - -. , ....
72-013 (3/85)
):)E]~'ARTMENT OF HL:i]AL.'i,~I AND ENVIRONP]ENTAL PRE)TEi]CTION
i;i25 S"I'REE r', ANCHE)RAE.'.E, ,ql( 99',:J'.} i
DA]i:E .:, J .,.~
PHONE:
,)AY AND DEBB}:E OSS:[ANDE~R
P,,O,, BOX 670772
CHUG]:AK, AK 99567
688
I..l:::. 3Al .. DESCR :!: F:':
...... I ] ,':5 .[ Z, [:: ~',
LOCI... ~ NA
;[ cer.'i':i.f'y that::
--~80,03 --
UTILITY EASEHENT
IIIII111
TANK
LnT 34-B
WELL
HOLE
ND CONFLICTING WELLS
RADIU~
LEACHLINES WELL
LOT 34-A HSE
.00' RADIUS
SITE PLAN, ON-SITE SERVICES
LEGAL, T15N, RlV, SEC,9 [DATE
PREPARED ~Y~ EAGLE RIVER ENGINEERING SERVIC£~
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
PEREORMEO EOR= 'J%~' ~ ~-'~ ~''-Ze ~ CATE PE..ORMED= 7
LEGAL DESCRIPTION: ~--0 7~ ~ ~/ ~ ~"~7-~ ~¥c'~,_~ ._~'c~ ~,~ ~'-,/~-~/ ,/~//.~ .SL~. ~
SLOPE SITE PLAN
1
2
3
5-
6-
7
8
10.
WAS GROUND WATER
11 OUNTERED?
;, AT WHAT
13-
A
Gross Net Depth to Net
Reading Cate Time Time Water Drop
14-
15-
.16 -
17-
18-
20-
PERCOLATION RATE ~' 5 (minutes/inch) ~// ~,'/ ~,k'~-J'
TEST RUN BETWEEN FT AND -- FT
COMMENTS .?.,'¢'7 .Z~.~-- ~' ~ ~,'~ ~4 ~, ~ . ~ o ~ ~'~ ~
P. 0. BOX 773294 Eagle River, AK 99577~~
Eagle River, AK 99577 694-5195
72-008 (6/79) 694-5195
8PEOIFIOATIONS FOR ON-SITE SEPTIO SYSTEM
LEGAL: Steffes Subdivision= Lot 548
GENERAL
1. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of
Health and State Department Of Environmental Conservation
requirements.
4, All soil tests are advisory to the design and are to be verified or
modified in the field by the engineer.
5. All excavations and depths are advisory and are to be verified or
modified in the field by the contractor to meet Municipality of
Anchorage, Department of Environmental Conservation requirements.
6. It is the responsibility of the owner to obtain all necessary permits
or easements and to locate any adjacent multi-family wells.
7. The excavation is to be exactly in the area shown on the site plan,
any deviation requires engineer approval.
8. It is always recommended that a surveyor locate 'the nearest lot line
position and the location of any easements.
DRAINFIELD
1. The drainfield is to follow the natural land contour to ma±ntain
uniform total depth of the bed bottom.
2. The bottom of the bed shall be level, plus or minus 1,5".
The total depth of the trench excavation is not to exceed 2.5' at any
point.
4~ The layer of silty sand located at 5'-4' depth is to be excavated and
replaced with sand designated filter sand.
5. The bed grave], is to be covered with typar fabric matepial.
Soil or combination of soil and extruded board insulation to a depth
of 4' or equivalent is to be placed over the drainfield,
7. The area over the bed is to be finish graded to prevent ponding of
surface water runoff.
8. The septic tank and leaohfield must not be closer than lO0' to any
existing private well, 150' to any Olass "0" well, or 200 feet to any
community mell.
REOOMMENDED LEAOHFIELD DIMENSIONS
TOTAL DEPTH = 2..5* GRAVEL DEPTH
Bedroom Capacity = 4
Septic Tank Size × 1250
Requires installation of 2' of filter sand under bed gravel.
BED LENGTH
BED WIDTH =24~
--880,03 --
lO' UTILITY EASEHENT
Illllll
S.F. RESERVE
////////
TANK
'EST HOLE
NO CQNFLICTINO WELLS
Ir-.. LnT 34-B
' RADIU~:
~/ELL
.~ACHLINES ~/ELL
LOT 34-A HSE
RADIU~
lO0' RA]~IUS:
SITE PLAN, DN-SITE SERVICES
-- , L34-B, STEFFES ~
LEGAL, T15N, Ri~, SEC,9 DATE 4/7/87
D~/NER~ OSSIANDER L SCALE~ 1'= 60'
PREPARED BY: EAGLE RIVER ENGINEERING SERVICES - 694-5195
( er ifiei Drilling
by
SULLIVAN WATER WELLS
P.O. BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 688.2759
OWNER OF LAND ~U~F ': .... t ~
ADDRESS ?~ n ~ > c:L 70 7 7d
LEGAL DESCRI~ION ~ ~
~ATE - Started Ended
PE~IT NUMBER
DEPTH OF WELL
STATIC LE EL OF WATER F'F
DRAW DOWN Fl-.
GALS. PER HR
KIND OF CASING
KIND OF FORMATION:
From O Ft. to c~ Ft.
From ~) Ft. to ~ Ft.
' :~ '::7
From --> Ft. to Ft.
From Ft. to Ft.
Fronf~/} ~ Ft. to ,~' ~. Ft.
Fromm) ") Ft. to Ft.
From Ft. to. Ft.
F~om
From
From Ft. to Ft.
From__.Ft. to Ft,
From Ft. to Ft.
From Fti to ~ Ft. ', . a :'
From Ft. to.__Ft.
From Ft. to Ft.
From __Ft. to Ft.
From__.Ft. to Ft.
From Ft. to Ft.
From__
From
From
From __
From
From
From
From
Ft. to__Ft
Ft. to Ft.
Ft. to Ft
Fi. to Ft_
Ft. m Ft
Ft. to Ft.
Ft. to Ft.
Ft. tc Ft.
Ft. tc Ft.
.Ft. to_ Ft.
_ Ft. to_ Ft
Fi. to
Ft. to
Ft. to
Ft
MISCL. INFORMATION:
DRILLER'S NAME.l,~-~'-Ct ,~ ,