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.ER ANCHORAGE AREA BOR 2GH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME J~//'/,fl~/~/J PS-JUlJ ~)~])~'~'~-~-'JMAILING ADDRESS .~'('~/~ /--'~'~!?/~/J'-) PHONE
SEPTIC TANK:
DISTANCE
FROM WELLZ~'~
INSIDE LENGTH
M A N U F AC T U R E R .~'/(~.{~'~l.
INSIDE WIDTH
MATERIAL COMPARTMENTS
LIQUID DEPTH
LIQUID C A PAC I TY -~,','~°"¢t~GA L LO N S.
TILE DRAIN FIELD:
DISTANCE FROM WELL/*~)~'-)
NUMBER OF LINES
ABSORPTION AREA
DEPTH: TOP OF TILE TO FINISH GRADE
! '?L-_OF LINES
FOUNDATION ,//'~} 7~- _NEAREST LOT LINE /'~? /' TOTAL LENGTH
DISTANCE BETWEEN LINES -/~'///~'- TRENCH WIDTH-~' IN. TOTAL EFFECTIVE
SQ. FT. LENGTH OF EACH LINE Z/~-)
4~ ( DEPTH OF FILTER
MATERIAL BENEATH TILE__ ~' ¢
IN.
ABOVE TILE
WELL: ' /'
TYPE
BUILDING
FOUNDATION__
CESSPOOL
APPROVED
CONSTRUCTION
NEAREST
LOT LINE
OTHER SOURCES
DISAPPROVED
NEAREST SEPTIC
SEWER LINE TANK
REMARKS
DEPTH
SEEPAGE
SYSTEM
DISTANCE FROM:
DISTANCES:
,NSTA.ED BY:
SEWER LINE DEPTH:
LOT SLOPE:
REMARKS:
DIAGRAM OF SYSTEM
t
Form EQ-032
[:,IHON[:, EL',,'[: BFIPTIST C.:HU
E~'I MONE:, E LVD
I._±4FI NI.,.It,. 4 _,:t4 T:i.2N R41.4
-~F Ft_ I _.FN I:
LOE:FFF I ON
LEGRL
RI'4CHORRGE, FII:<. ,:a,-=-=,
':"?':-':'""':"O°
5:6i6 NEST B, IMONB, BL.',,,'t)
, .-..~ - ,. ~ .....
LOT ._, 1~1% J..Em.3(~SEJ c;i:)l tI~'E'° FEET
'f"¢F'E OF 'gnII FIE:SORBTION :,T:'-' "' .... I Et'l IS:: ~,qEiq .... .H
I IH,',iMJrl NUMBER OF BEE:,RCu-$1S =
S'£ Il_ RH I: II'4 .~ ':.::,b!I-] ,. BI:<..=
THE REQUIRE[:, SIZE OF THE SOIL. RBSORPTtON S'¢S-f'EM iS:
lfZ:, EE F" -ii'- ~ == :~~ ~-Z~ L_ E.--' k-~' u_:~ ......... ~ II-"'~ -- ~:=" ~,; A..~ F:: F:~ %,~ ~] b. IE:. E: F~ T' ~ ....
]"HE LENGTH DIMENSION IS THE L.F:NGTH (IN FEET) OF ]]-tE 'TRENCN OR DRFIINFIELI:).
THE [:'EPTH OF: FI TRENCH OR PI]- IS ]'HI:] [:'ISTRNCE BETI.4EEN ]'HE SL.JRFRC:E OF THE
GROUND FIND THE BOTTOM OF: THE E::'":CRVRTION ':IN FEET).
THERE IS NO SET I.'I:IDTN FOR TRENCHE:S.
THE GRRVEL [:'EPTH IS THE MININUM DEPTH OF GRFIVEL BETNEEN THE OUTFFILL PIPE
FIND THE BOTTOM OF ]-HE EXCFI'¢RTION (IN FEET).
E,M_.kF tLLiNa FIF FIN~' '-'": .... "
- -':,T--"',I E. II .k~ITFIOLFI' FINFIL INSF'E' TI"II',t. . RNB' HFf- -' ~q']'R-, HI...'~ B'T' "I'HIS
[:'EPFIRTME:NT .t,IIIL.L BE S..BJE]:T TO F'I~']'SECUTII:[N.
MINii:"iUH DIS]"RNCE BETFIEEN R NELL RND RN"r' ON-SiTE SEtqFIGE DiSPOSRL S"r'STEt"I IS
:I.E~E~ FEET FOR R PRIVRTE 1.4ELL OR 2F:tE~ FEET FOR FI PUBLIC 14ELL.
SPECiFICRTIONS FiND CONSTRUCTION [:'IRGRF~HS ~'~RE R'v'FtII...F~BLE 'fO INSURE PROPER
I NSTRLLRT I ON.
I C:ERTIF"r' THAT
1: I FIM F'F~MILIF~R WITH THE REQUIREMENTS FOR ON-SITE SENE:RS FINE:, WIEL. LS F:IS SET
FQRTH BY THE HUNICII::'RLIT'-r' I:)F: RNCHORRGE.
2: I WILL INSTFII._.L. 'THE S'T'STEf,1 IN RCCOF.".[:,RNCE tqITH T,LIE CODES;.
3:: I UNDERSTRN[:, THI::IT THE ON-SITE SEWER S'T'STEM I:'lR"r' REQUIRE ENLFIRGEIdENT IF THE:
RESI[:,ENCE I~ F-'.EMC~:,ELE[:, 'TO INCLLI[:,E MORE THFIN 9 8E[:,ROOHS.
c'r3F'F'r" - ~- ~,~.-/" ' ~" ' ''~"'-'.t6z
FIF'PLICFINT DIFIOND BLVD E:FIPTIS;T CHURCH
October 19, 1976
R & M No. 656315
Rev. Charles Reeves
Dimond Boulevard Baptist Church
3616 W. Diamond Blvd.
Anchorage, Alaska
RE: Test Hole and Soil Log Report for Sanitary System
William Lloyd Subdivision, Lot 14A, Anchorage, Ak
Dear Rev. Reeves:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This in-
vestigation was performed in accordance with your request of October
18, 1976 and those procedures outlined in a letter dated July 15,
1975, by Mr. Rolf Strickland of the Muncipality of Anchorage, Department
of Environmental Quality.
A single test hole was put down within the subject site area for the
purpose of defining general subsurface soil conditions for the proposed
sanitary system. Boring was accomplished with an auger type drilling
rig and the test hole was extended to a total depth of 19 feet below
ground surface. The final log prepared for the test hole has been
included in Drawing A-01.
Groundwater was encountered in the test hole while drilling.
A percolation test was performed from a depth indicated and reflects
average infiltration from that depth to the bottom of the 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.
James W. Rooney
Vice President
JWR/pe
xc: Municipality of anchorage
TH-1
10-18-76
ORGANIC ~4ATERIAL
Dark Brown
CLAYEY SILT
Light Brown
0o0I
CLAY W/SOME SILT
AND TRACE SAND
D IMOND BLVD.
7.5~
TH-1
60'[
New Church
Old
Church
. 15'
SILT W/SOME SAND
AND TRACE CLAY
Grey
19.0' TD
This log represents su/~surface
soil conditions within William
Lloyd Subdivision, Lot 14A,
~¼, Section 14, T12N, R4W,
Anchorage, Alaska
TEST HOLE LOG /I ~[0:
BLVD. BA TIS
ANCHORAGE, ALASKA NO. 65
j [, Dwi. t~ o.
TIME
10:30
10:31
10:32
10:33
10:34
10:35
10:36
10:37
10:38
10:39
10:40
10:45
10:50
10:55
11:00
11:10
11:20
11:30
PERCOLATION TEST
DIMOND BOULEVARD BAPTIST CHURCH
R & M NO. 656315
TH-1
ELAPSED
TIME
0
1
2
3
4
5
6
7
8
9
10
15
20
25
30
40
5O
60
INCHES
5
6
7
7.75
8.5
10.0
10.5
11.5
12.25
13.0
13.75
17.5
20.75
23.0
25.0
29.0
33.0
35.75
DROP
INCHES
0.0
1.0
1.0
0~75
0.75
1.5
0.5
1'.0
0.75
0.75
0.75
3.75
3.25
2.25
2.0
4.0
4.0
2.75
30.75" Total Drop
1.95 min/inch drop
A Ch ra4 e
3000 ARCTIC B'OULEVARD
ANCHORAGE, ALASKA 99503
(907) 277-7622
GEOf{GE M. SULLIVAN,
MA YOH
October 18, 1976
Reverend Charles Reeves
3616 West Dimond Bouleva:rd
Anchorage, AK 99502
Subject:' LOT 14A, William Lloyd Subidivsion
Dear Reverend Reeves,
Due to the inqccess~bility of sanitary sewer To ]Jot 14A, Willi~t Lloyd
Subdivision, Sewer Engineering does not consider the subject lot
served by sanitary sewer at this time.
Sincerely,
W.P. Kryger
Chief Sewer Design Engineer
t~K/~/c~