HomeMy WebLinkAboutWYNTER PARK #1 BLK 3 LT 16
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND FtUMAN SERVICES
Environmental Heallh Division
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL. INSPECTION REPORT
Address
Phone(s) Permit No, No. ol~.~edrooms
LEGAL DESCRIPTJON
Township, Range, Section
TANKS
[] SEPTIC [] HOLDING
DISTANCES
SEPTIC
TANK
ADSORPTION
FIELD
WELL .~
LOT LINE
WELL
AS-BUILT DIAGRAM (Show location el well, seplic system, property lines, Inundation,
Material
/dod-,
No. of Compartments
TYPE OF SYSTFM
TRENCH [] BED [] W. DRAIN [] OTHER
originat grade *, 5' FT ,~' FT
Fill added above original grade Gravel deplh benealh pipe
qumber ol lines Soil raling Pipe material
/ ";Jg"4 SOFT ~£¢~, 30'3,t /~E'/~
Installer Date Installed
WELLS
[] PRIVATE [~. OTHER fldentlfv)
Classification (A,B,C) Total Depth ET Cased
Ir~staller ~ Date Installed:
REMARKS:
l'tlunicipal and Stal~ ouid~linaa in filial cg Ihlc ~lale: ?////"//e ~
I n s,~ ~ b~i]tr~l ~t~.¢ Services
P, O. B0x 773294
Eagle River, AK 99577
Date: 694-5195
cefllly that Ibis inspeclion was pedormed according to all
· Date:.
Health Department Approval:
72-013 (3/85)
fiil :i !:jl/c.;,i:l il f.)~ I I .....
I :>
Ne[?.jhbor's
S~pt=c +30'
10' Utllity Eaaement ,S 8g~'50_148" W 190.00'
I
I
] "----~/ Abondon seepage pit .....
::
~11 ~: .~
~ I ~ 1,OOO gel ton~ ~{ ~ /
o ~ /
~ S 89.50,48" W 190.O0'
~ - ~ HOLE
· - MONITOR
e - S~EE CL~O~
{ ......... ~- PROPOSED ~CHRE~
NO KNOWN CURTAIN DRNNS ~EMENT
SEPTIC SITE PLAN **
LEGAL.: Wynter Park Subdv. Lot 16, Block 3 ~--9~~/4~
OWNER: Stua~ Costello
CONtrACTOR: N/A ~ ~~
JOB ~ 90-069J ,DATE: o8/o7/9oI SCALE 1" = 30' ~',~c~7~6
~A~Lff R/VffR ffN~/NEffR/NG ~ffRVIC~ '~"'- '"'~
P.O. Boz 773294 '~'~f0~ss~
EAGLE RIVER, A~ 99577 :* ~h~s'~
(907) 694--5195 ,~: (907) 694--3297 s~e~.~or septic ~e
on[~. No s~we~ basis.
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: LOT 16, BLOCK 3, Wynter Park
GENERAL
1. The well and septic plan are for a
2. The drawing and or site plan shall
3. All materials and workmanship shall
Health and State Department
requirements.
single family residence only.
be a part of this specification.
meet the Anchorage Department of
Of Environmental Conservation
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 mest Municipality ef
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.
?. The excavation is to be exactly in the area shown on the site plan,
any deviation requires engineer approval.
8. It is always ?egpmmended that a surveyor locate the nearest lot line
position and the l~catfon of any easements.
B. TRENCH
1. The
trench is to fellow the natural land contour if possible
maintain uniform total depth of the trench bottom.
2. The bottom of the trench shall be level, plus or minus 1.5".
3. The total depth of the trench excavation is not to exceed 8'.
4. The new sewer line is to completely replace the existing sewer.
Existing tank and leach pit are to be pumped and excavated into and
filled.
5. The trench gravel is to be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth
of 4' or equivalent is to be placed over the leachfield.
?. The area over the trench is to be finish graded to prevent pending
of surface water runoff.
8. The septic tank and leachfield must not be closer than 100' to any
existing private well, 150' to any Class "C" well, or 200 feet
any community well.
RECOMMENDED LEACHFIELD DIMENSIONS
TOTAL DEPTH : 8' GRAVEL DEPTH = ?.5' TRENCH LENGTH : ??' TRENCH WIDTH : 3'
Soil Rating = 384 (AVERAGE)
Bedroom Capacity = 3
Septic Tank Size = 1000 gallon
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:
1
2
3
4
5
6
7
8
9-
10-
11
13
14
15
16
17
18
19
20
COMMENTS
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~O (minutes/inch) 3Hfl N/bt.
TEST RUN BETWEEN ~/ ET AND ~ .. FT
PERFORMED BY:.
72.00a (6/79)
Eagle River Enolneertn0 Services
P. O. Gux 77~2~q
Eagle River, AK 99577
694-5195
CERTIFIED BY:
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
SLOPE
SITE PLAN
1
2
3
4
5
6
~/~
7
8
9
I0-
11 WAS GROUND WATER
ENCOUNTERED? N
IF YES, AT WHAT
DEPTH?
13-
14-
15-
16-
17-
18-
19-
20-
PERCOLATION RATE
TEST RUN BETWEEN ~/ FT AND -~- FT
Reading Date Gross Net Depth to Net
Time Time Water Drop
COMMENTS
PERFORMED BY:
72.008 {6/79)
Eagle River Engineering Services
2, 8, 3.^ 7;'3284
Eagle River, AK 99577
694.5195
GRE®,
'ER ANCHORAGE AREA BO[
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
JGH
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME HT ¢r~¢,r~A '~[~¢~d' MAILING ADDRESS
LOCATION
LEGAL DESCRIPTION /~'/- /~,
PHONE
,%1
SEPTIC TANK:
DISTANCE
FROM WELL __
INSIDF LENGTH__
MANUFACTURER ~
INSIDE WIDTH
MATERIAL
.LIQUID DEPTH
NUMBER OF
,.,,
~ '"~-'~'~' ~'-' - COMPARTMENTS
_LIQUID CAPACITY /OO~ GALLONS.
SEEPAGE PIT:
NUMBER OF PITS
LINING MATERIAL
BUILDING POUNDATION___ ,
ADDITIONAL ABSORPTION
CRIB SIZE: DIAMETER DEPTH DISTANCE FROM: WELL
TOTAL EFFECTIVE
NEAREST LOT LINE ABSORPTION AREA (WALL AREA)
SQ. FT,
WELL:
TYPE
BUILDING
FOUNDATION __
CESSPOOL
APPROVED
CONSTRUCTION . DEPTH DISTANCE FROM:
NEAREST NEAREST SEPTIC SEEPAGE
LOT LINE SEWER LINE TANK ., SYSTEM
OTHER SOURCES
. DISAPPROVED REMARKS
DISTANCES:
DIAGRAM OF SYSTEM
INSTALLED BY:
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
Form No, EQ-031