HomeMy WebLinkAboutSKY RANCH ESTATES #2 BLK 1 LT 13015
L.oT'
NAME
MUNICIPALITY OF ANCHORAGF-
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL F'NGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telex]hone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION RFPORT
Manufacturer Liquid capaciW in 9allons
Foundation b~/, ~" earest lot line
Typo of crib Crib diameter
Well
DISTANCE TO:
DISTANCE TO:
Building foundation
OTFIER
PIPE MATERIALS
SOIL TEST RATING
3o~/ ,.4,',,~-I~,C
INSTALLER
REMARKS
Materia] beneath tiJe
PERMIT NO.
Distance between lines
Deptb PERMIT NO.
Crib depth /T°tal effective absorption are8
Driller Distance to lot line PERMIT NO.
Sewer line .b~__ tank .t~b~sor$~tio~ alea(s)
Total effective
APPROVED
72-0/3 (Rev. 3~78)
DATE LEGAL
F:'ERMIT
D~TE I S!i~UED:
DEF AP, FI IM .
lES]I II"ql "-'~' EES ]ET' EEE ~Ei lEE; II/,,~ lEE: fF~:: F" lEE: IF;i: P-'II
09/24
AF'F'I,.. ): [;Alql": F/I CHAF/D DLJNE
ADDFtESS: t:J::!;.':-~:l. BII"'IISF:'IIqE) SF:'F:/UCIE
ANCHOIRAGE, Al< 99516
COIqTACT PHONE: '56:[5040
LEGAL DESCRIF:': SUBDIVISIOIq: SKY RANCH EST.' LOT:
SECT' I ON~ 22 TOWNSH I F'= :L21xl F/ANGlE:
LOT S I ZE: 30000 (Ell;). I::"r. OR ~]CRES)
IdAX BIEDI::lOOIdS ~ 3
:1.3 )gLCICI<: :I
R3
l..;i, st.[x;:l ble].c~,4 al"e t. he C)l:?t. ic)rls available t. cl yc)u zrl designzng y!::iur' sepT..it
system,, Chi:lose t. he Ol:~tion that, best fiT. s you~~ siT. e.
'T Fi:: lEE II"',.tl C]: IH
4. ,, O*
E]. 0
12! ,, 0
2%5
5f3 ,, 0
-~ 45 ,, '7
1 ¢ 000.0 .~..~.
306
5,,0 *' 4,,()
() ,, 5 3 ,, 5
5 ,, 5 ~ 7 ,,
25.0 5.0
43 ,, 6 73.4
:1. ~ 000 ,, 0 -~,'~' ~. ~ ()()(),, () .x..~.
260 306
'~r)~ GRAVIEI-- I--EIxlI3?'H > 75 FrT. REI;]UIFtES I~IUI_TIF'L. IZ FILIIxI[i (1',10'1" IEXCEliT'JDII~II::i 75 I::'T',, EACII)
· ~(.-x. TANK MU[:YI" HAVE AT LEAST TI/~O COMPART'MEIxlTS
c e r' t. i f' y
:1. ,, I am
t h a t:
I'am:i.l:[aP ~,¢:i.T..I] t. he r'equ:i. Pemer'rL'a ,~'(::n" on-,s:i, te'sev~eP!~, and wells as set
for'th by 'l:ho~ Munic::il:lal:i. ty r.~f Anchor'age (MOA) am:l 't'.l"/(~ Statx~, of A].aska.
I ~,~:i, :1. ]. irH[F[.a]. :1. the ~iys't:.em J.~ ac(::or'daLace v~:i.t.h al ], MOA c:(]d~?s
and in c:cmll:)l:i, anc(-2~ with the design cr':i, ter'ia of 'Lh;Ls i:~er'm:i,t,.
I will adlle~l'e 't.~::)all M[IA 'ar'icl State elf Alaska i'~:;u:luir'c.zuTJelrt:.s t'[:)l" thcs)~;et, ba(:l.::
any en lar'g~::.mlent wi 1 ]. Peql..lJ, r'e an add J.t iEllqa], pePm:i.'L,,
IF A I....IF~T' STA'TION ]:S IIqSI"AI...LED IN AN AREA COVIERED BY MOA BI..I:I:I_DIIqG CODIES,
THEN (1) AIq ELIECT'RICAI_ PI~[:RMI"[' AND IIqSF'E[',TION MUST BE OB]'AINED; (2) AS'"BU:IiI_TS
WILL, NOT BE AF:'I:::'ROVED WITI'IOUT AN EI..ECTRI[;AL.. INSI::'ECTION RIEF'OR]'; AND (3) ]]'"lle
EL. IECTFIICAI_ WORI( MUST BIE DOIxlE BY A I_:I:CEIxlBED IELE:CT'RIC]:AN,,
c .... ,-'' '~/ ~
SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, A~aska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2 Gm
3
4
5
6
7
8
9
SLQPE SITE P I..AN
10
11
12
13-
14-
15-
16
17
18
19
20
WAS GROUND WATER ~ 0 I~
E
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
~ /002 to ' ~'~ -r) ~
~E~OLATION ~AT I o ~ I0
T~ST ~UN ~ETW~N ~/(~- FT AND ~ , FT
COMMENTS
72-008 {6/79)
GRE,,,ER ANCHORAGE AREA BOI
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE
MANUFACTURER ~,,1..~ ,~_
INSIDE WIDTH __
LIQUID DEPTH
NUMBER OF
COMPARTMENTS
LIQUID CAPACITY/'gcg~)-'¢~' GALLONS.
TILE [)RAIN FIELD:
DISTANCE FROM WELL~tJA4/%-FOUNDATION
NUMBER OF LINES__ / _ DISTANCE BETWEEN LINES
ABSORPTION AREA
DEPTH: TOP OF TILE TO PINISH GRADE
NEAREST LOT LINE J~2 /,,-/- TOTALoF LINEsLENGTH~"~' ,,,
SQ. FT. LENGTH OF EACFI LINE
/~ ~ DEPTH OF FILTER
_ MATERIAL BENEATH TILE ~ ~I'. ABOVE TILE '~ IN.
WELL:
TYPE ~--~(.~''~,-' v~'~'--
BUILDING
FOUNDATION
CESSPOOL --
APPROVED
CONSTRUCTION
NEAREST NEAREST
LOT LINE , SEWER LINE
OTHER SOURCES
DISAPPROVED- REMARKS
DEPTN
SEPTIC SEEPAGE
, TANK____ SYSTEM__
DISTANCE FROM:
DISTANCES:
INSTALLED BY:
SEWER LINE DEPTH:
PIPE MATERIAL:
LOT SLOPE:
REMARKS: -
DIAGRAM OF SYSTEM
.be"
APPROVED ~: '7"('
G.A.A,,~ ,
GRE, ER ANCHORAGE AREA BOl 'JGH
GEPARTMENT OF ENWRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
1, .-
' ,,.' ( I .0' ' 1? ', '
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WiLL BE SUBJECT TO PROSECUTION,
MINIMUI~I DISTANCES, REQU IRI'-'ME~NTS
SEPTIC TANK TO SEEPAGE PIT WALL / ~ /
7V~,~/~-
I--
DRAIN FIELD -- .~/ ZOO, ALSO CONSIDER AREA WELLS.
SEEPAGE AREA
WATER MAIN TO SEPTIC TANK , SEEPAGE PIT
DRAIN FIELD --
SEPTIC TANK,/'~--'{ ' SEEPAGE PIT DRAIN
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE Pit
FITTED WITH AIRTIGHT REMOVABLE/~/~ ~/~CAPS'z/~f( ~' ,
GRAVEL I)ACKFILL~ /~ ' ~ ~'' ~1'~1
CONFORM TO ~OROUGH REGULATIONS REGARDING INSTALLATION.
LICENSED DESIGNE~
I CERTIFY THAT I AM FAMILIAR WITH THE R~qUIRE~ENTS OF ~REATBR ANCHORAGB AREA BOROUC~ ORDINANCE NO. ~B-68 AND THAT THE ABOVE
DESCRIBED S~STEM IS IN ACCORDANCE WITH SAID CODE.
October 16, 1975
R & M No. 562141
Fred Smith Construction .
7600 Stanley Drive
Anchorage, Alaska
RE: Test Hole and Soil Log Report for Sanitary System
Lot 13, Block 1, Sky Ranch Estates #2
Dear Mr. Smith:
We are submitting herewith the test boring results and our comments regard-
ing soil conditions encountered at the subject site. This investigation
was performed in accordance with your request of 10-14-75 and those proce-
dures outlined in a letteK dated July 15, 1975, by Mr. Rolf Strickland of
the .Greater Anchorage Area Borough Department of Environmental Quality.
A single test hole was put down within the Lot 13 area for the purpose of
defining genera], subsurface soil conditions for the proposed sanitary system.
Excavation was accomplished with a tractor-mounted backhoe and the test hole
was extended to a total depth of 14,0 feet below ground surface. The final
log prepared for the test hole has b%en included in Drawing A-01.
Test Hole #2 was excavated for the purpose of performing the percolation
test. It was excavated to a depth of 14.0 feet.
round water was not encountered in the test hole to-~ depth of 18.0 feet.~t~__~
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
Very truly yours,
R & M CONSULTA~TS~ INC.
James W.
Vice President
JWRfWED/Ja
Encl.
xc: GAAB
e TH-2
TH-1
10-15-75 _____ 0.0'
SILT TRACE SAND SO}[E
ORGANICS (~)
1.5i
SAND~ SOME SILT (SM)
5.0~
SILT TRACE SAND (bfL)
6.0t
S~ND SOME SILT (SM)
7.0"
GRAVELLY SAND TRACE SILT (SW)
9.0'
SILTY SA~DS (SM)
10.0'
SILT TRACE SAND & GRAVEL (ML)
11.0'
SAND SOI.~ SILT TRACE GRAVEL (SM)
NO ~,~TER TABLE
.... 14.0' T.D.
No scale
Log represents location
of Test Hole, Lot 13, Block
Sky Ranch Estates #2
Consultants Inc.
10-16-75 JSC,~.L.~_ 1"---3'
ALASKA
WED
Fred Smith Construction
Log of Test Hole
Anchorage, Alaska
R & M No. 562141
Time
1:00
1:01
1:02
1:03
1:04
1:05
1:06
1~07
1:08
t:09
1:10
1:15
1:20
1:25
1:30
1:35
1:40
1:50
2:00
PERCOLATION TEST
OCTOBER 16, 1975
LOT 13, BLOCK 1, SKY RANCH ESTATES #2
Elapsed time
0
1
2
3
4
5
6
7
8
9
10
15
20
25
30
35
4O
5O
60
prgp in inches
0
0.50
0.75
1.00
1.25
1.25
1.50
1.50
1.75
1.75
2.00
3.25
4.00
5.25
6.50
7.00
7.50
8,25
9.75
TOTAL TIME 60 minutes TOTAL DROP 9.75 inches
R&M CONSULTANTS, INC.