HomeMy WebLinkAboutT12N R3W SEC 23 NW4NW4SE4SE4
~ '] MUNICIPALITY OF ANCHORAGE ~
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
PHONE [] NEW
~'4;*- -~/-~-~ [~UPGRADE
Well
DISTANCE TO:
Manufacturer
Liq. capacity in gallons
Absorption area 4DwellingMaterial
length
Well
DISTANCE TO:,
DISTANCE TO:
Well
Length of each line
I inches
to finish grade
Length
Type of crib
DISTANCE TO:
CJass
DISTANCE TO: '~
Width
Depth
NO. OF BEDIMS
PERMIT NO.
Liquid depth
PERMIT NO.
Liquid capacity in gallons
Total le.~thd lines lines
I Materia~b.~ath tile inches
Depth PERMIT NO,
Building foundation
Driller
PER T~__~[~
Total effective absorption area
Nearest lot line
Distance to lot line PERMIT NO.
Septic tank Absorption area(s)
area
OTHER
PIPE/~ATERIALS
SOl L TEST RATING
REMARKS
DATE LEGAL
APPROVED
72-013 (Rev. 3/78)
PERMIT NO.
P~OTEF:.T Z ON
[:,EPRRTMENT I~'.,HERLTH FIND ENVIRONMENTRL .,~ .
,~,~5°'-' "L STREET., HNE. HORRbE.,
264-4720
~]~'-.~--S I TE SE~--~EB;:;*: PER~'fl I T
( 800576 )
RPPL I CRNT
LOCRTION
L. EGRL
FRED HRR[:, BOX ~.4 _RR RNCH.
RECK RI£uE DRI,,,'E.
SEC 2~., Ti2N F,'~W ¢od~.o~ ~50, ] LOT '-=,I,...E"~
44 .-,640
l~,...,Ou~d SQLIRRE FEET
TYPE OF qr, IL ~E_ORPTIuN SYSTEM I_: DRRINFIELD
MR,:.',IM_M NLIMBER OF BEDROqM'=,_ _ = =.
- I] -
SOIL RMTIN.~ ('-,Q FT,'"BR)= 150
THE REI.~UIRED SIZE OF THE SOIL HB=-,ORFTI_N b¢_,TEM IS:
C, EF'TH= 5.
..~ ._, L E ~"-,~ G TH = ?-"~ I3 F-: R"...' E L ~],,EPTH=
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFBCE OF THE
GROUND 8ND THE BOTTOM OF THE EXCRVRTION (IN FEET).
TI4E TRE~-4~SH L4IDTH IS 5. ~]d~Zl~21 FEET.
THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL PIPE
RND THE BOTTOM OF THE EXCBVRTION (IN FEET).
REG!L~I~:E[) SEF'TI~] TRf4~( SIZE= d~
PERMIT RPPLICRNT HBS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING THE
INSTBLLRTION INSPECTIONS OF BNY WELLS RDJRCENT TO THIS PROPERTY BND THE
NUMBER OF RESIDENCES THRT THE WELL WILL SERVE.
T !..-4 0 ( ~ ]) "- "
I I'-I_=.F E _-T I 01'45 RRE RE,2L! I REE.'-'
BRCKFILLING QF RNY _,'rz, TEM WITHOUT FINRL IN.=,FEc. TILN RND RPPROVRL BY THIS
DEPRRTMENT WILL 8E SUBJECT TO PROSEC_TICN.
MINIMUM DISTRNCE BETWEEN R WELL RND RNY ON-SITE SEWRGE DISPOSRL SYSTEM IS
100 FEET FOR R PRIVBTE WELL OR 150 TO 200 FEET FROM R PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTRNCE FROM R PRIVBTE WELL TO R PRIVBTE SEWER LINE IS 25 PEET RND
TO R COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MRY RPPLY. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS RRE
RVRILRBLE TO INSURE PROPER INSTRLLRTION.
F"ERf4 I T E~-'(P I RES [)ECEME:ER
I
1:
FORTH BY THE MUNICIPBLITY OF RNCHORRGE.
2: I WILL INSTRLL THE SYSTEM IN RCCORDRNCE WITH THE CODES.
~: I UNDERSTBND THRT THE ON-SITE SEWER SYSTEM MRY REQUIRE ENLRRGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THRN ~ BEDROOMS.
RPPLI~T FRED WRRD
:ERTIF¥ THRT
I BM FRMILIBR WITH THE REt=.!UIF..EMENT_, FOR ON-SITE -,EWER_ BND HELL_, ~'- SET
John M. Lambe, P.E.
2720 E. Lexington Circle Anchorage, Alaska 99502
SOIL AND MATERIALS
"-~" ENGINEERING
AND TESTING
907-276-4113
October 6, 1980
Department of Health and Environmental Protection
825 L Street
Anchorage, Alaska 99501
Attention: Les Buchholz
Subject: Sewer Upgrade - Parcel 15D, Section 23, T.12N.,R.3 W.,S.M.
Les,
This letter confirms our conversation of 2:30 p.m., October 6,
1980, with regard to the sewer upgrade on Parcel 15D, Section 23, T.12N.,
R.3W., S.M. Our soils log, attached, shows that we encountered a
clean sand, visually rated @ 150 ft2/bedroom at 4.25 feet below the
surface. Free water was observed @ 9.5 feet below the surface.
We agreed that an adequate system could be obtained by using a
shallow absorption ditch, 60 inches wide, with 12 inches of screened
rock below the drain tile, intercepting the sand layer, proportioned
to 150 square feet per bedroom ( 30 L.F. per bedroom ), with the bottom
of the distribution ditch 5.25 feet below the surface. We agreed
that in areas where the 5.25 feet depth of trench was inadequate to
intercept the sand layer, that all silty soils could be excavated
within the 5' ditch until the sand layer was intercepted and that these
soils could be replaced with sand similar to that encountered in the
test pit from on-site sources.
You indicated that the existing crib could also be used as part
of the a~sorption system, if the tee on the outfall line was placed
sufficiently below the ground elevation over the crib to avoid breaking
out of the crib effluent to the surface.
We trust the foregoing summarizes our discussion and is sufficient
to your needs
~ery tr~yours~ /
Civil Engineer 4254-E
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR;
DATE PERFORMED:
SOILS LOG
[] PERCOLATION
TEST
LEGAL DESCRIPTION:
1
2
3-
4-
7
8
9
10
12
13
14
15
16
17
18
19
20
'SLOPE
~-5¥"~1 ' ¥"~ IF YES, AT WHAT C~ /
~ (~ ,~-, DEPTH? .
,o/~./'~
SITE PLAN
Gross Net Depth to Net
Reading Date Time Time Water Drop ::
I
~ /
PERCOLATION RATE
(minutes/inch)
COMMENTS '~ ~- ~.
PERFORMED BY:~ ~~L~}
72-008 (~/7~