HomeMy WebLinkAboutCAMPBELL HEIGHTS #1 BLK 7 LT 21
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
~T~AN K:
DISTANCE
FROM WELL
INSIDE LENGTH
"~/MANU FACTURE R ~'~'
INSIDE WIDTH.
MATERIAL
NUMBER OF
COMPARTMENTS
LIQUID DEPTH
LIQUID CAPACITY~'(~''~ GALLONS.
TILE DRAIN FIELD:
DISTANCE FROM WELL
NUMBER OF LINES
ABSORPTION AREA
DEPTH: TOP OF TILE TO FINISH GRADE
FOUNDATION
DISTANCE BETWEEN LINES
NEAREST LOT LINE
TRENCH WIDTH
SQ. FT. LENGTH OF EACH LINE
DEPTH OF FILTER
MATERIAL BENEATH TILE
TOTAL LENGTH
OF LINES
IN, TOTAL EFFECTIVE
IN, ABOVE TILE IN.
TYPE ONSTRUCTION
BUILDING NEAREST NEAREST
FOUNDATION__ LOT LINE SEWER LINE
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DEPTH
SEPTIC SEEPAGE
, TANK , SYSTEM
DISTANCE FROM:
DISTANCES:
INSTALLED
SEWER LINE DEPTH:
PIPE MATERIAL'
LOT SLOPE=
REMARKS=
DIAGRAM OF SYSTEM
Form EQ-032
,.' ~- DEPART~IENT ~.~-' HEALTH AHD EHVIRONI'?NTRL'. ¢.OTECTIONB25~ 'L' STREET, RHCHOR~GE,..~ ..~,.~_Z511 AK. ~Se~
F'ERM~T NO. ( ~7~4 ? DflTE OF ISSUE
v
RPF'LICAHT HRF'~'I~AN CRIT~S 5002 TYONEK DR
LOCATION ~ST ~STH AVE - ~F'ECIAL ISSUE
LEGAL L22 B7 CRHF'~ELL HGTS LOT SIZE ~0~ ~OUARE FEET
TYPE OF SOIL ABSORBTIOH SYSTEm'1 1~: DRAINFIELD
MAXIMUH NUMBER OF ~EDROOMS = ~ SOIL RATING (SQ FTZBR)=
THE REQUI~ED SIZE OF ~HE SOIL ABSORF'TIOH SYSTEM
D, EPTH= E1 LEI~3TH= C4 GRR%~EL DEPTH=
THE LENGTH D[MENS~OH ~S THE LENGTH (IN FEET> OF THE TREHCH OR DRR[NF]ELD.
THE DEPTH OF R TREHCH OR PZT ~S THE D~STRNCE BETNEEN THE SURFACE OF THE
GROUHD RHD THE BOTTOM OF THE EXCAVATION (~N FEET>.
THE TREHCH NIDTH FOR DRRIHFIELDS IS 3 FEET.
THE GRSVEL DEPTH IS THE HINIHUM DEPTH OF GRRVEL E:ETI,IEE[.I THE OUTFRLL PIPE
RHD THE 80TTOH OF THE EXC8V8TION <IN FEET>.
F'RCKRGE F'LR~T ~E~IJ I
EITHER ~ CLRSS I ,OR II HSF RPPROVED PLRHT HRY BE IHSTRLLED.
R CONTINUOUS MRINTENRNCE RGREEMEHT I~ REQUIRED. IF ~ HRIHTEN8HCE
RGREEHENT I~ NOT KEPT CURREHT VOU M8Y BE REQUIRED TO ENL8RGE THE SOIL
8BSORPTION SYSTEH RHDZOR ~OU H8Y BE SUBJECT TO PROSECUTION.
IF R CLRSS I SYSTEH I~ USED THE LENGTH IS 1. ~ FEET.
IF ~ CLRSS II SYSTEM IS USED THE LENGTH IS 1. 0 FEET.
BRCKFILLI[IG OF RNY _~_TEM MITHOUT FINRL INSPECTION RHD 8PPRO'¥'RL BY THIS
DEPRRTMEHT NILL BE SUBJECT TO PROSECUTION.
MINIHUH DISTRNCE BET~IEEN ~ NELL 8HD RHY ON-SITE SEI,IRGE DISPOSRL SYSTEH
lO0 FEET FOR R PRIVSTE NELL OR 20~ FEET FOR ~ PUBLIC NELL.
NELL LOGS RRE RE~UIRED RND MUST BE RETURNED TO THE DEP8RTMEHT I,IITHIH ~ DRYS
OF THE I,IELL COMPLETIOH.
SPECIFICRTIONS RHD COHSTRUCTION DIRGRRMS 8RE RV8IL8BLE TO IHSURE PROPER
I NSTRLL~T I OH.
I CERTIFY THaT
l: I RH FRI'IILIRR L.IITH THE RE~UIREI'IEHTS FOR OH-SITE SEI.IERS AND WELLS RS SET
FORTH BY THE HIJHICIPRLITY OF RHCHORRGE.
2: I I.IILL IHSTRLL THE SYSTEM IN ACCORDANCE NITH THE CODES.
~: I UNDERSTAND THAT ~THE OH-SITE SENER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDEHCE IS REHODELED TO INCLUDE HOPE THAN 0 BEDROOMs.
~ I GH[D: ............. ~ ..........................
RPF'LI C~HT HARRISON CRITES
ISSUED B~ .............................. ~ DATE ...............
INSPECTION HISTORY,- SENER ~ 8 SEHER 2 0
HELL IHSP ~l WELL LOG DATE 0 DRILLER
GREaTeR ANCHORAge AREA BOrOUgH
SEWAGE DISPOSAl. SYSTEM m APPLICATION AND PERMIT
,NSTAL~,T,OH LOCAT,ON E../*!~ #/'C '
TO RE INSTALLED IBy
SOIL TEST RESULTS
i Tv,E pp~'.d'.EEPAGE AREA.,~E ~/~
DRAIN FIELD
~'~ DRAIN FIELD
ALSO CONSIDER AREA WELLS.
SEEPAGE PIT
I CERTIFY THAT I AM FAMILIAR ~NITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 A DTHATTHE ABOVE
OA.E 0--'~7 / - 7 7 APP',CA.....,G.ATURE ~//
May 26, 1977 R&M No. 751168
Harrison L. Crites
1002 Tyonek Drive
Anchorage, Alaska 99501
Re: Soils Investigation for Sanitary Sewer System, Lot 22, Block 7,
Campbell H~ights subdivision, Addition ~1, Anchorage, Alaska
Dear Mr. Crites:
At your request of May 19, 1977, we conducted a subsurface soils investi-
gation at the proposed location of the sanitary sewer system on the
subject lot. The investigation complied with those procedures required
by the MunicipAlity of Anchorage, Department of Health and Environmental
Protection.
This investigation, which was accomplished on May 26, 1977, consisted of
a test hole drilled to a depth of 20 feet below the existing ground
surface. The location of the test hole is shown in attached
Drawing A-01. iDrilling took place with a rotary drill rig using
continuous-fli~ht solid-stem auger with an outside diameter of 6 inches.
Samples were taken at depths shown on the soils log in attached Drawing
A-01. These will be held in storage at our lab for approximately six
months. In addition, all material brought to the surface by the augers
was continuously monitored by an experienced engineering geologist.
The topographylat the drilling site is generally horizontal. At the
time of the investigation the site had original vegetation and ground
cover. The top of the test hole was located at original ground surface.
The soils encountered in the bore hole are shown in the test hole log in
Drawing A-01. iGroundwater was encountered in the test hole while drilling
at a depth of 2 feet. Bedrock was not encountered. Subsurface conditions
may vary in other parts of the lot.
A percolation .est was not performed because of the high water table.
· May 26, 1977
.'Harrison L. Crites
Page -2-
We appreciate this opportunity to be of service to you. Please contact
us if you have:any questions concerning this letter.
Very truly yoUrs,
R & M CONSULTANTS, INC.
Staff Geologist
James McCaslin Brown, Ph.D.
Head, Earth Science Department
SMH: JMB: gld
Attachments: Drawings A-01, B-01, B-02, B-03, Table i
xc: Dept. of ~ealth & Environmental Protection
LOCATION 5KETCH
\
Lot 22, Block 7,
Campbell Heights
Addition #1
Not to Scale.
Distances shown are approximate
and have not been measured by
survey methods.
LOG OF TEST HOLE NO. 1
Scale: 1"=3'
A
1
ORGANIC MATERIAL (Pt)
A
A 3
A
-- 3.0'
2
GRAVEL Iq/SOME SAND AND SILT
(GM)
Many Cobbles, Wet
13.5'
4
SILTY SAND TO SANDY SILT
Brown, Very Wet, Some Gravel
13.5' - 16.0' (SM-ML)
20.0'T.D
This log depicts subsurface soils
observed within the test hole at the
location shown.
See Drawings B-01 and B-02 for
explanation of symbols.
lsc~-~:'%ee above J[[ ! ' MARRISON ~.. CRITES '" JI, OW~-~O. A-O1
SOl LS
.~LASSIFICATION, CONSISTENCY AND SYMBOLS
CLASSIFICATION Identification and classif{cat{on of the soll is accomplished in
accordance with the Unified soil Classification System. Normally, the grain size
distribution determines classification of the soil. The soil is defined according to
major and minor constituents with the minor elements serving as mod{fiers of the
major elements. For cohesive so{Is, the clay becomes the pr{nc{pal noun with the
other major soll constituents used as mod{fier; i.e. silty clay, when the clay particles
are such that the ,clay dominates soil properties. Minor soil constituents may be
added to the classification breakdown in accordance with the particle size proportion
listed he]ow; i.e. ~sandy silt w/some gravel, trace clay.
no c~ll - 0 - 3% trace - 3 - 12% some - 13 - 30%
SOIL CONSISTENCY - CRITERIA: Soil consistency as defined below and determined
by normal field anti laboratory methods applies only to non-frozen material. For
these materials, the influence of such factors as soil structure, i.e. fissure
systems, shrinkage cracks, slickens{des, etc., must be taken into conslderat{on
in making any correlation with the consistency values listed below. In permafrost
zones, the consistency and strength of frozen soils may vary signlficant]y and
unexpla{nably with {ce content, therntal regime and soil type.
Coheslonless Cohesive
N*Colgws/ft) Relative Density
Loose 0 - 10 0 to 40%
Medium Dense 10- 30 40 to 70%
Dense 30- 60 70 to 90%
Very Dense I- 60 90 to 100%
*Standard Penetration "N": Blows per foot of
a 140-pound hamm'er falling 30 inches on a
2-inch OD split-~poon except where noted.
DRILLING SYMBOLS
WO'~. Wash Out WD:
WL:! Water Level BCR:
WCI~ Wet Cave In ACR:
DCI~ Dry Cave In AB:
WS: While Sampling TD:
T-(tsf)
Very Soft 0 - 0.25
Soft 0.25 - 0.5
Stiff 0.5 -1.0
Firm 1.0 - 2.0
Very Firm 2.0 -4.0
Hard - 4.0
While Drilling
Before Casing Removal
After Casing Removal
After Boring
Total Depth
Note: Water levels indicated on the boring logs are the levels measured in the
boring at the timds indicated. In pervious unfrozen soils, the indicated elevations
are considered to Yepresent actual ground water conditions. In irapervious and
frozen soils, accdrate determinations of ground water elevations cannot be obtained
within a limited p~rlod of observation and other evidence on ground water elevations
and conditions are" required.
'OWN: L.D.:S.
CKO: G.L.B.
DATE: ~,- 1-72
~SCAL E:
t[ /f
GENERAL NOTES
[59
"ORGANIC MATERIAL
CLAY
SILT
SAND
GRAVEL
STANDARD SYMBOLS
COBBLES&BOULDERS
CONGLOMERATE
SANDSTONE
MUDSTONE
LIMESTONE
IGNEOUS ROCK
METAMORPHIC ROCK
ICE, MASSIVE
ICE-SILT
ORGANIC SILT
SAMPLER TYPE SYMBOLS
SANDY SILT
SILT GRADING TO
SANDY SILT
SANDY GRAVEL,
SCATTERED COBBLES
(ROCK FRAGMENTS)
INTERLAYERED SAND
8~ SANDY GRAVEL
SILTY CLAY w/TR. SAND
St ..... 1.4"
Ss . . . 1.4"
SI. .. 2.5"
Sh. .. 2.5"
Sx . . . 2.0"
Sz . . . 1.4"
Sp . . . 2.5"
He. .. 1.4"
HI . . .
NOTE:
SPLIT SPOON WITH 4?# HAMMER
SPLIT SPOON WITH 140# HAMMER
SPLIT SPOON WITH 140// HAMMER
SPLIT SPOON WITH ~40// HAMMER
SPLIT SPOON WITH 140~ HAMMER
SPLIT SPOON WITH 540# HAMMER
SPLIT SPOON, PUSHED
SPLIT SPOON DRIVEN WITH AIR HAMMER
SPLIT SPOON DRIVEN WITH AIR HAMMER
SAMPLER TYPES ARE
SAMPLE DEPTH.
Ts .... SHELBY TUBE
Tm .... MODIFIED SHELBY TUBE
Pb .... PITCHER BARREL
Cs .... CORE BARREL WITH SINGLE TUBE
Cd .... CORE BARREL WITH DOUBLE TUBE
Bs .... BULK SAMPLE
A ..... AUGER SAMPLE
G ..... GRAB SAMPLE
EITHER NOTED ABOVE THE BORING LOG OR ADJACENT TO IT AT THE RESPECTIVE
TYPICAL BORING LOG
BORING NUMBER-.~TH' :~0-15
D,~TE gWILi..ED--,.,.iO. 21. 70
$,~MPLER
GR~DATION,4L
TYPE%,Ss
Cd
Elev 274.6 ,~-.££EV~TION IN FEET
All Somp]es Ss
o'
ORGANIC MATERIAL I'
Cons~d. Visible Ice 0'-7' ICE-I-ML
SILT
90. ss.Z°/° /srR~r,~
S~DY SILT
~A~BOXIMAT~ ~TR~A
Little toNoVisible Ice I~L~' Vx ~lC~ DKSCRIPTI~ ~ C~IFI~HON
72, 57.1 °/o,8~.gpcf~ 28~ GP (CORP~ OF ~NGIN~RS M~TH~)
~ ~ --
~ 'WATK~ C~NT
--BLOWS/F~T
. ~$AMPLK NUMBER
5ANDY GRAVEL
~O*~ORI~L D~PTff
DRILLING, A.B-APT£R BORIN~
)WN~ L.D.S.
CED: G.LB.
DATE: FEB. 1972
SCALE :NONE
EXPLANATION [GR~D N/A
SELECTED SYMBOLS J[DWG. NO. B-02
4.1
Subiac~'t Lot 22 Bloc); 7 CaaFba11 ~-'eights Sub~tvlsion
a.bmld~g ~ o~ ~ s~]ect pro~rty.
~ 0~18 ~lyais by ~. ~ch~ A. Dr~ P.E. on
~p~. '~
Holdln~ ~ 'ar~ ~, f~ ~a~ =slier In
s~ wiX1 ~ av~l~le v~ln ~elve (12) ~8.
Th~ high %~&ter table on ~h~s lot would Fre~lu~e the
of either a oonveu=ional on-site u~er syste= or a
I~l~tng tank.
276-2221, ~xt~nuton 291.
$tnclrely,
INSPECTION APPOINTMENTS
i MUNICIP F ANCHORAGE MUNICIPALITY OF AN(HORAGE
i~/~--~i ~ I DEPARTMENT OF HEA~H & ENVIRONMENTAL PROTECTION DEPT. OF H=.~ALTH &
825 L S~t - Anchor~, Al~a ~1 ~[~O~ENT~ F~OTE~IO~
I
] ENVIRONMENTAL SANITATION DIVISION OCT 2
~ T~ephone
~E~UEST ~OR APPROVAL O~ INDIVIDUAl. WATE~ AND ~EW
I
CURTIS HONEYI~N (BOBBY B0~E~%N)] 344-3685
3847 E 65TH ~NC[IO~GE, AK 99504
CURTIS HONEYttUN
3847 E. ~5~1 ~C[tO~E, AK 99504
~RTGAGE COHP~Y OF ALAS~~ 344-1851
P.O. BOX 2575 ~C[IO~GE, AK 99510
[~LODY SALES, INC.~ 279-3528
3115 [~. VIEI~~ DR. ~CtlO~GE~AK 99501
5. LEGAL DESCRIPTION
Lot 21, Block 7, Campbell Ileights Subdivision, Add 1
TREET LOCATION
3847 E 65T[l A,NCIIOP~GF~ AK 99504
6. TYPE OF RESIDENCE I NUMBER OF~BEDROOMS
! r-I One I-'1 Four
[~ SINGLE FAMILY ~] Two [] Five
[] MULTIPLE FAMILY [] Three [] Six
[] Other
7. WATER SUPPLY I
~ INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled
~ ' COMMUNITY since June 1975. For wells drilled prior to that date, give well
[] PUgLIC UTILITY depth (attach log if available.)
8. SEWAGE DISPOSAL SYSTEM
r'l INDIVIDUAL/ON-SITE** 1978 ,YEAR ON-SITE SYSTEM WAS INSTALLED.
[] PUgLIC UTI LITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE NUMRER OF BEDROOMS
[] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER
[] MULTIPLE FAMILY [] TWO [] FOUR f-I SIX
PERMIT NUMBER
2. WATER SUPPLY
r-I - INDIVIDUAL DEPTH OF WELL
;--I COMMUNITY
DATE DRILLED
[] PUBLIC U:l'l LITY
con~lection Verified LOG RECEIVED
3. SEWAGE DISPOSAL'SYSTEM PERMIT NUMBER
L..IA/--INDIVIDU" L"ON-SITE ' {
DATE INSTALLED
[]PUBLIC UTILITY
Connection Verified INSTALLER
[-'lSepticTank or ;--IHoldingTank
Size: If Tank is homemade SOILS RATING
give dimensions:
TYPE OF TANK MANUFACTURER
TOTAL ABSORPTION AREA MATERIAL
4. DISTANCES WELL TO: Septic/Hoidmg Tank IAbsorption Area ISewer Line J Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
~""APPROVED FOR ~ BEDROOMS
I-'1 CONDITIONAL APPROVAL (letter mus~ accom~'~'~ificate)
[] DISAPPROVED - /~
72-010 (Rev. 6/79)
Municipality
Ancl ora e
]OEPA~TMENTOF HEALTH ANDENVIRONMENTALPROTECTION
Honeyhun(~obby Bowe=man) ~roperty
Oc[obcr 8, 1980
Curtis Honeyhun
3847 East 65th Avenue
Anchorage, Alaska 99504
!
Subject: L~t 21 Block 7 Campbell Heights Subdivision
Approval for your individual sewer and water facilities
cannot be granted until the following items have been
completed:
(1) Uncover the holding tank to verify that there is
not an 'outlet from the tank.
This will need to be re-inspected by this department.
If there are any further questions, please call this
department at 264-4720.
Sincerely,
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
cc: Mortgage Company of Alaska
Post Office Box 2575 99510
825 "L" STREET
ANCHORAGE, ALASKA 99501
(907) 264-4111