HomeMy WebLinkAboutZODIAK MANOR ALASKA BLK 4 LT 13Z OL') iA
,,LOT
1,5
RE.,,. ANCHORAGE AREA B0R
I P G ~ ~~'~ 3330 C Street
/~' ~ ...~-~.~/ Anchorage, Alaska 99503
~~ INSPECTION REPORT ON-SIT~wA~ispO~-~YSTEM
LOCATION ~~'.--__ LEGAL DESCRIPTION I'~- / O ~ ~~~
SEPTIC TANK~
[DISTANCE ~¢ 'J ,.
NUMBER OF
FROM WELL.~J ANUFACTURER -~MATERIAL ~COMPARTMENTS
INSIDE LENGTH ~NSlDE WIDTH LIQUID DEPTH ~ LIQUID CAPACITY
~ ~ ~IELDj
DISTANCE FROM WELL~'~'~ FOUNDATION _NEAREST LOT LINE ~ _OF LINES ~-~ ~ _
NUMBER OF LINES - ---- DISTANCE BETWEEN LINES _ -TRENCH WIDTH .~.3)~_ IN. TOTAL EFFECTIVE
ABSORPT'ON AREA L.~--aO ¢ SQ..FT. LENGTH OF EACH LINE
DEPTH: TOP OF TILE TO PINISH GR~ADE ~j'~'~_ MATERIAL BENEATH TILE __ IN. ABOVE TILE_.~,~'// IN.
WELL:
G NEARESF N EA4qC~S~
FOUNDATION LOT LINE ~ SEPTIC SEEPAGE%
-- , ,~ , .~r-WER LINE , TANK SYSTEM
CESSPOOL ~._,~-~_, OTHER SOURCES ___ .
A~'~ DISAPPROVED REMARKS
INSTALLED BY: (/ -- '
SEWER LINE DEPTH:
PIPE
MATE RiAL: _~/4f~¢
LOT SLOPE:
REMARKS:
DIAGRAM OF SYSTEM
-- -- GAAB
Form EQ-032
6R
EAlbR ANCHORAGE AREA BORO,..GH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME~/~/~-~-'~ MAILING ADDRESS ~L"~,,~ ,]~'4/o ~},
SEPTIC TANK:
DISTANCE
FROM WELL I(¢0
INSIDE LENGTH
-- MANUFAC'FURER, *~.,~
MATE RIAL ~.__~4,~,(.
NUMBER OF
-COMPARTMENTS_
_ INSIDE WID'~H
_LIQUID DE P'¥H
_LIQUID CAPACITY /~0 () GALLONS.
S E E PA G E ;l~k~lr'."-~-*~--6:¢-~1L.
NUMBER OE PITS ____ DIAME-f ER __
LINING MATERIAL .. --
BUILDING FOUNDATION
ADDITIONAL ABSORPTION
OR W DTH__ LENGTH DEPTH
-- _ CRIB SIZE: DIAMETER____DEPTIfl DISTANCE FROM: WELL
TOTAL EFFECTIVE
NEAREST LOT LINE ABSORPTION AREA (WALL AREA) "~._~L.'-~
SQ. FT.
WELL:
BUILDING NEAREST
FOUNDATION .... , LOT LINE
CESSPOOL .... OTHER SOURCES__
APPROVED - DISAPPROVED
_ DEPTH __ DISTANCE FROM:
NEAREST SEPTIC SEEPAGE
SEWER LINE -., TANK SYSTEM
REMARKS
DISTANCES: ._~ J~,
REMARKS:__
DIAGRAM OF SYSTEM
,2'
DATE ('. 2,, 2J'~'
G.A.A.8,
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~,~ \~' GRI~A. ~ ANCHORAGE: AREA BOR GH
"EFA"TME"TGFENV, ONMENTALQ.AL,TY
~' k~Y/ 3330 ' 'C '' STREET ANCHORAGE, ALASKA 99503
PERMIT NO.
NAME OF APPLICANT
INSTALLATION LOCATION
PHONE
LEGAL DESCRIPTION
INSTALLATION OF: SEPTIC TANK
TYPE AN D SIZE OF FACILITY TO BE SERVED
SEEPAGE PIT DRAIN FIELD
--, OTHER
FINANCED THROUGH
TO BE INSTALLED BY
SOIL 'rEST RESULTS
NOTI"'t THIS PE~r~MI'I' IS NOT VALID WITHOUT SOIL
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL iNSPECTION BY TH
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL SE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE TYPE SEEPAGE AREA SIZE TYPE
MINIMUM DISTANGE~. RE(:)UII~EMENTS
FOUNDATION TO SEPTIC TANK
~OUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGe PIT WALL
SEPTIC TANK , SEEPAGE =iT
TO NEAREST LOT LINE.
DRAIN FIELD_
. DRAIN FIELD
WELL ro SEPTIC TANK SEEPAGE PIT
DRAIN FIELD ALSO CONSIDER AREA WELLS
WATER MAIN TO SEPTIC TANK SEEPAGE PIT __
DRAIN FIELD
SEPTIC TANK . SEEPAGE Pit DRAIN FIELD
TO RIVER, LAKE. STREAM·
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTUR~3ED SOIL
4 INCH D[AMETER CAST IRON SIPHON PIPES ON SEpt[E: TANK AND SEEPAGE Pit
FITTED WITH AIRTIGHT REMOVABLE CAPS
LICENSED DESIGNER
DATE
April 16, 1975
R&M No. 562014
Mr. Larry Sebrin9
Box 1540 C SRA
~]chorage, Alaska
99507
Test Hole and Soil Log Report for Sanitary System
Dear Mr. Sebring:
We are submitting herewith the test boring results and our comments regarding
soil conditions encountered at the subject site. This investigation was per-
formed in accordance with your request of April 15, 1975, and those procedures
outlined in a letter dated December 19, 1974 by Mr. Rolf Strickland of the
Greater Anchorage Area Borough Department of Environmental Quality.
Test holes were put down within the building sites on Lots 13 and 14, Block 4,
Zodiak Manner for the purpose of defining general subsurface soil conditions
for the proposed sanitary system. Excavation was accomplished with an auger
type drill rig and the test holes were extended to a total depth of 20 feet
below ground surface. One sample was recovered from each of the test holes
and retained for grain size analysis. The results of this test are included
with this report. The final log prepared for the test hole has been included
in Drawing A-01.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you. Should
you have any questions with regard to the above, please do not hesitate to
contact us.
Very truly yours,
R & M CONSULTANTS, INC.
JWR:sc
cc: GAAB
T. H o No o
4-15-75
0o0~
Sandy Silk (ML)
Silty Sand w/ Some
Gravel (SM)
................................ 8~0'
Sandy Silt (ML)
10o0~
Si].ty Sand w/ Some
Gravel, Occasional
Cobble (SM)
............. 15.0'
Sandy Silt w/
Some Gravel
No Water Table
----- 20.0' T.D.
Note:
Log Represents
Lot 14 Block 4
Zodiak ~[anner Subdiviszon
R
Engineering ~ Geological Consultants Inc.
~,.., ~NGHORA6~ FAIRaANKS ALASKA JUNEAU
Sebring Builders
Log of Test Hole
Anchorege, Alaska
LABORATORY TEST REPOnF
TEST ON__ SJ l~t...y--~n~:Li.:~.]Z_S~m~ .Gra~3~L R~M PROJECT NO. ,~62014
PROJECT NO PROJECT NAME Sebring Property
LAB NO.__75A-473
SAMPLED FROM T.H. No~ 1
SUBMITTED BY ~cAson
................. : ........ FIELD NO..[
DATE REPORTED 4-~6-75
LOCATION A~c~o~age~ AIaS~a_DEPTH_8.0~=9.0~ DATE SAMPLED. A-15-?5 .DATE RECEIVED ~[5-7_~.
GRAI~J' ~'ZE DISTRIBUTION
CLASSIFICATION
UNIFIED AASHO EAA
%+m
GRAVEL
SAND
FSV
LL
PL
CLASS SM
COMPACTION
OPTIMUM MOISTURE__
MAX. WET DENSITY
MAX. DRY DENSITY
CORR. MAX. DRY DENSITY_
% FRACTURE.
METHOD ___
.005 MM
DELETERIOUS MATERIAL
SOFT FRAGMENTS
CLAY LUMPS
STICKS ~ ROOTS
FRIABLE PARTICLES
SPECIFIC GRAVITY
ABSORPTION
STATIC IMMERSION
DRAND_ 0%
_ GRADE__
F~.E;nglnsering Oeologlcol Consultants
&
MOISTURE - PERCENT
06837Z
LABORATORY TEST
REPO~.,
GRAIN SIZE DISTRIBUTION
TEST ON__ SiDty ganrl.~h F~nmm__~'~'av.,:l
PROJECT NO PROJECT NAME Sebring Property
SAMPLED FROM.. T.H. NOD 1
SUBMITTED BY _._J~_a_cks°rt
SOURcELOt 13 Block 4 Zodiak Manor Subdivision
LOCATION Anchorage, Alaska~.DEPTFi 8.0,_9.O, .DATE SAMPLED 4-15-75 DATE RECEIVED 4-15-75
FAA
CLASSIFICATION
UNIFIED AASHO
SM
R~M PROJECT Nn ~62014
75A-473
LAB NO ........ ~ ........
__FIELD NO _~ ......
DATE REPORTED.~_.-i_6-_~
COMPACTION
OPTIMUM MOISTURE_
MAX. WET DENSITY
DELETERIOUS MATERIAL
MINUS ~Z- ~00 MESH
SOFT FRAGMENTS
STATIC IMMERSION
BRAND___ 0% --_ I/E%__
~% --_ ~ ~/E% ..
SPEC
_ GRADE_ __
F.~.Engtne~'ing Geological Consul?ants
MOISTURE - PERCENT
.O6837Z
INSPECTION APPOINTMENTS ~..~ 4~_~-(.~<::)_-~_~5(~.~ ~--~/~L-.
~ME TIME
~ATE D TE )' - DA'rE
~SP~CTOR I NSP ~CTOF~' INSPECT~R
-- gUNICIPALI'~ OF ANCHORAGE
MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH &
~- ~ DEPARTMENT OF H~ALTH & ENVIRONMENTAL PROTED~ONMENTAL PROTECTION
825 L ~treet - Anchom0e, Alaska 99~01
DIRECTIONS: Complete all parts on page 1, Incomplete requests will not be processed. Please allow ten (10) days for processing,
PHONE
MAILING ADDRESS
PROPERTY RESIDENT (If different from abaw) PRONE
~ BUYER ..... PHON~
MAILING ADDRESS
~, LENDI~G~NSTITUTIO~ I PRONE
MAILING ADDRESS
~, REALTOR/AGENT PHONE
MAI LI N~ ADD~ ESS ~
LEGAL DESCRIPTION
'~TREET LOCATION
6. TYPE OF RESIDENCE NUMEER OF~BEDROOMS
[] One E~--"Four [] Other~
E~].~.SING LE FAMILY [] 'Two [] Five
[] MULTIPLE FAMILY [] Three [] Six
7. WATER SUPPLY
E~'~' I NDIVI [3UAL* * ATTACH WELL LOG, A well Io§ is required for all wells drilled
[] COMMUNITY since June 1975. For wells drilled prior to that date, give well
[] PUBLIC UTI LITY depth (attach log if available.)
8. SEWAGE DISPOSAL SYSTEM
1
[~I-'"qI~JDIVIDUAL/ON-BITE** /"~ YEAR ON-SITE SYSTEM WAS iNSTALLED.
[] PUBLIC UTILITY
NOTE: THE INSPECTION FEE r~us'r ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72-010 < ROy. 6/79} (~¢~r~ ~(~ I~O ~.~)~(~"/
· THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
~ SINGLE FAMILY
[] MULTIPLE FAMILY
NUMBEROFBEDROOMS
[] ONE [] THREE [] FIVE
[] TWO [] FOUR [] SIX
[] OTHER
2, WATER SUPPLY
[] INDIVIDUAL
[] COMMUNITY
[] PUBLIC UTI LITY
Connection Verified
3. SEWAGE DISPOSAL SYSTEM
[] INDIVIDUAL/ON -SITE
[]PUBLIC UTILITY
Connection Verified
[]Septic Tank or []Holding Tank
Size: ! ~ ~ (~ If Tank is homemade
give dimensions:
PERMIT NUMBER
4. DISTANCES
WELL TO:
DEPTH OF W~LL
DATE DRILLED
LOG RECEIVED
PERMIT NUMBER
DATEINSTALLED
INSTALLER
SOILS RATING
TYPE OF TANK MANUFACTURER ,~L-~C4~L~
TOTAL ABSORPTION AREA MATERIAL
Septic/Holding Tank Absorption Area
Sewer Line Nearest Lot
Absorption Area to nearest Lot Line
5. COMMENTS
DATE
[~'"' APPROV ED FOR ~_~ BEDROOMS
[] CONDITIONAL APPROVAL (letter must accompany certificate)
~ DISAPPROVED
72-010 (Rev. 6/79)
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
Date Received _j~!n~ '16~ 1975
Time of Inspection
Date of Inspection
REQUEST FOR APPROVAL. OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
l.
4.
5.
6.
~.o~vent
Approval requested by:
Mailing Address: 620 E. St~ Avenue
Property Owner: Sehrin[~ mm~_l~Jers
Mailing Address: __ Be× !540 ¢ SRA
Legal Description: Lot !3, ~ockZL-Zodi~n ~o~ ~.h~vt~dnn
Location: £o!ar Priw
Type of facility to be inspected __Singl~ Family _ No. of hedrooms
Phone: 279-2506
Phone: ~1~4-306g
Well Data:
A. Type i]ri!!~d
C. Construction mpp~w4
Sewage Disposal System: Borough Approved
B. Depth _ ll2'
D. Bacterial Analysis
June 16, 1975
QK
A. Installed B. Installer
C. Septic Tank: 1. Size 2. Manufacturer
D. Seepage Pit: 1. Absorption Area 2. Material
E. Disposal Field: Total length of lines
Distances:
A. Well to: Septic tank , Absorption area
Nearest lot line
B. Foundation to septic tank
C. Absorption area to nearest lot line __
, Other contamination
, Sewer Lines ~_,
, Absorption area
EQ-034 (1/74) Page 1 of two pages
Page 2 of two pages - Re ~t for Approval of Individual ~ :r & Water Facilities
Legal Description.
Comments
Approved~ ._ ~ ~3~.('~ Disapproved Date -~(~/~ ~.5'-
ApprovalS, Valid for one year from date signed
Greater Anchorage A?ea Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
certify 'ghat the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
Date
EQ-034 (1/74)
3330
GREATER ANCHORAGE AR(:/, BOROUGH
Beparisment of ~ ' - .... '
Lnv~,onlne,,~l Quality
"C" St., Anchorage, Alaska 99503 274-4561
REQUEST FOR APPROVAt. OF
INDIVIDUAL SEWER & WA'FER FACiLITiES
1. Type of Insl)ection: Ci,RO VA FHA CONV.
2. Property Owner: )"-~ ~-~-"'//¢-~/-~ ~ - ;F;-,$
· . ,-2 X , '
' Ma~llng Address' . ~.- ~%-z ~'( Da, .~¢~/~
3.
Name of Buyer:
Nailing Address:
Hailing Address:
5. Hame of Realtor or Agent:
Nailing Address:
Df_y_ Phone 2Z~L~flY,.~ _
Phone
Type of Facility
Water Supply
Type of Supply:
If Individual,
If individual,
to be inspected:
Public Utility Individual
number of dwellings presently served
depth o'F well _//_Z2~
Sewage Disposal System
Type o',-- S~stem: Public Utility
If Individual, da~e of installation'
Individual (on-si~e)
October 2, 1980 R&M No. 051001-78
Mr. Donald Smith
8531 Solar Drive
Anchorage, Alaska 99507
Re:
Adequacy Test on Existing Sanitary Sewer System; Consisting of a
Septic Tank with a Leach Field; Lot 13, Block 4, Zodiac Manor Sub.-
division, Anchorage, Alaska
Dear Mr. Smith:
Per your request of September 24, 1980,
conducted a test of the sanitary sewer
property.
Dan Cooper of R&M Consultants
system on the above described
The test indicates acceptance rates determined under conditions at the time
tested. Actual system performance over long periods of time depend on
factors which cannot be evaluated by this test thus our office cannot
warrant the suitability or fitness of the system for either an extended period
of time or for user demand in excess of the expected flow noted herein.
Factors affecting system performance include:
Actual use demand on the system;
o Fluctuations in groundwater levels;
o Physical conditions of the septic system, leach field, trench or
seepage pit and soil.
It should be noted that while a septic tank and leach field disposal system is
one of the most reliable methods of sewage treatment and disposal it is
nearly certain that the leach field or seepage pit will fail sometime during
the useful life of Lhe structure. Studies indicate leach fields, trenches and