HomeMy WebLinkAboutEAGLE CREST #1 TR B LT 60 'o
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME /'~ 0 ? C' ~ /r'%'" ~'//'</ MAILING ~o~ss~Y- ~ ~ ~0~,{~ '~' ~ ~
LOCATION ~ ( ~ ; ~ ~~ LEGAL DESCRIPTION ~E~~ ~~
SEPTIC TANK:
DISTANCE y~ ~
FROM WELL MANUFACTURER ,~/~, · MATERIAL
INSIDE LENGTH__ INSIDE WIDTH LIQUID DEPTH
NUMBER OF
COMPARTMENTS
lIQUID CAPACITY ~,~-~'~ GALLONS.
NUMBER OF PITS
DIAMETER OR WIDTH LENGTH DEPTH
LINING MATERIAL
BUILDING FOUNDATION~
ADDITIONAL ABSORPTION
CRIB SIZE: DIAMETER__DEPTH DISTANCE FROM: WELL
TOTAL EFFECTIVE
NEAREST LOT LINE__ ABSORPTION AREA (WALL AREA)
WELL: ~
TYPE CONSTRUCTION __ DEPTH
BUILDING NEAREST NEAREST SEPTIC
FOUNDATION LOT LINE SEWER LINE TANK
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCE FROM:
SEEPAGE
SYSTEM
DISTANCES:
INSTALLED BY:
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
Form No. EQ-031
DIAGRAM OF SYSTEM
DATE "~J~
7/7 ~
G.A.A.B.
't.. ( : I-1Ur.I 'r C: T i~'FIL T T"r' OF FII'-.IOHI31~FI~E
' ', DEPARTMENT OF HEALTH BN~ EH~IROHrIEHTAL PROTEBTIOr'I
-- [ TE EI4ER PEEH [ T
PER,lIT NO. ( 76359~N~
RPPLZCR T BOOER KNUEPPEL, 24- 7F
LOCRT I Ot.l C~Ta~N STREET
LEGAL ~ ~RB EAGLE CREST SUBS LOT SIZE 1782e SQUARE FEET
T*FPE OF SOIL RBSORBTIOH S~¢STEI IS: TRENCH
~,RXIMUtl ,,L,~IBER OF BEDROOt.,S = ~?~_~:~ SOIL RRTING (SO FT/BR)=
THE REQUIRED SIZE OF THE SOIL RBSORPTIOH S¥STEII IS:
85
DEPTH= :LO LEt4GTI~-I= ' ,2'2-~ ~RFIVEL DEPTH= 6
THE LENGTH DPlENSIOH IS 'THE LENGTH (I~ FEET) OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF R TRENCH OR PIT IS THE DISTRt'~CE BETWEEN THE SURFACE OF THE
GROUteD Rt4D THE DOTTOM OF THE EXCRVRTIOH (IN FEET).
.THERE IS t~O SET WIDTH FOR TRBICHES.
THE GRAVEL DEPTH IS THE t'IINI~lUtt DEPTH OF GRAVEL BET~EEN THE OUTFRLL PIPE
Rt4D 'THE DOTTO~1 OF THE EXCRVHTION (IN FEET).
REQIJIRED SEPTIC TRP4K SIZE= ~ 6RLLOr4S
BRCt(FILLING OF ANY SVSTEI WITHOUT FINAL INSPECTION Rt.~D APPROVAL BY 7HID
EPRRT ENT ZLL BE SUS¢ECT TO P OSECUTZOH.
PIINIMUfl DISTANCE BETWEEN R WELL AND At'IV ON-SITE SEWAGE DISPOSAL SYSTEPI IS
FEET FOR R PRIVATE IJELL OR 200 FEET FOR R PUBLIC WELL.
SPECIFICATIOHS A['~D CONSTRUCTIOt.i DIAGRAMS ARE AVAILABLE TO INSURE PROPER
INSTRLLRTIOf~.
PERt11 T VRL I D FOR Ot4E '¢ERR FROtl I SSLIE
I CERTIFY THAT
i:. I Rtl FA~tILIRR WITH THE REQUIRE~IENTS FOR O~I-SITE SEWERS Bt'iD WELLS AS SET
FORTH B~ THE MUtlICIPRLIT~¢ OF R~CHORRGE.
2: I WILL INSTALL THE SVSTEt'I IN RCCORDRHCE WITH THE CODES.
3: I UNDERSTAND THAT THE OtkSITE SEWER S~'STEPI ~IRV REQUIRE ENLRRGEtIENT IF THE
RESIDENCE IS REPiODELED TO It~CLUDE ~ORE THAN D BEDROOMS.'' -'¢. .
.!
}~3NICIPALITY OF ANCHORAGE ~
Department of }{ealth and Environmental Protection
SOILS LOG
PERCOLATION TEST
Performed for Roger Knueppel
Date Performed 6/10/76
Legal Description
0
8
lO
Lot 6, Tract A - Eagle Crest Subdivision
(See attached sheet for test pit ~ocation)
Red-brown, silty sand (SM)
Perc rate = 250 ft.2/bdrm.
Brown-gray, silty, sandy gravel (GM) with.pebbles to
3 inches.
Pe~c rate = 22~5 ft.2/bdrm.
Brown-gray, sandy gravel (GW) with pebbles to 1 in.
Perc rate = 85 ft.2/bdrm.
No water table encountered.
AVERAGE PERC RATE FROM SOILS LOG = 121 ft.2/bdrm.
Date Net Time Depth Net Drop
Percolation Rate minute
Performed By_~.~._ ~. ALASKA GEOLOGICAL CONSULTANTS, INC.
IL~-C
Tw-~ ir
· { ,
August 24, 1976
4.1
Whom It May Concern
From: Joseph S. Blair~ R.S.
Environmental ServtoesManager
Subject: Lot 6 Tract B Eagle Crest Subdivision
On-site $~w~r System
The arrangementoof draining the frenoh drains to that same
seepage trenoh as the sewer system on the above cited property
is allowed with the owner aooepting responsibility for
corrective act/on in the event a separate dra/nfieldbecomes
neoessary.
Tha Environmental Health Division of the Health and
Environmental Protect/on Department will monitor the symtem
as required.
PER'fIT
MUNICIPALITY OF A~CH,]RAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
2510 E. TUDOR RD., ANCHORAGE, AK. 99507
276-2221
~ELL P~T
?6249 )
APPLICANT
LOCATION
LEGAL
~.OGER KNUEPPEL
CITATION ST
L6 TRB EAGLE CREST SUBD
24-~37F DAISY CT - ELMENDORF 75~-0367
LOT SIZE 17820 SQUARE FEET
~4INIMUH DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEH IS
100 FEET FOR A PRIVATE WELL OR 200 FEET FOR A PUBLIC WELL
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPRRTMENT WITHIN ~0 DAYS
OF THE WELL COMPLETION.
SPECIFICATIONS AND CONSTRUCTION DIRGRRHS ARE AVAILABLE TO INSURE PROPER
INSTALLATION.
PERF! I T VRL I D FOR ONE ~-'ERR FROI"I 'r $5UE
I CERTIFY THAT
l: I RH FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET
FORTH BY THE MUNICIPRLITV OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
ISSUED B
........ DATE ..............
by
A & L DRILLING COMPANY
KIND OF FORMATION:
From Q Ft. Io-~--~FI. O0~l~ggtltRIoE~'I From FI. to Fl
From 17~Ft. to ~Og Ft, ~O~ ~O~ From Fi. lo Ft.
. ~ ' ' From Ft. to
From Ft. to--Ft.
From Fi. to Ft.
From Ft. to Ft.
From Ft. to Ft.
From FI, to.__Ft,
From.__Ft. to Ft.
From.__Ft. to Ft.
Ft
From Ft. to Ft
Iq'Fromm: Ft. to Ft.
From Ft. !o~_ ,Ft
From Ft. to__,Ft.
From __Ft. to__.Ft.
From__.Ft. to Ft
MISCL INFORMATION:
~,m~ ro ss
DRILLER'S NAME ~ ~.-~ -.,. ~ ,z. ,.
August 24, 1976
TO: Whom It May Concern
From: Roger Knueppel
Subject: Lot 6 Tract B Eagle Crest Subdivision
On-site Sewer System
I hereby acknowledge awareness of the requirement for a
separate drainfield for drainage other than that from the
sewerage system on the above mentioned property and agree
to install a separate drainfield for the drainage from the
french drain presently installed, at this location, in the
event the present system overflows.
~ger Knueppe-