HomeMy WebLinkAboutT12N R3W SEC 25 S2SE4NE4NW4NW4Onsite File
T12N R3W
Section 25
S2SE4
NE4NW4NW4
#017-421-17
lry2`d SIO i ??i'1 i _r VICZS bepQrT-1-nenT
nfety Nvision
C° Wasiemuier Pro9r _min
4-1700 V ragew-5 r eet
;. 20.•. 19665 LJLJF
Mark Begich Anchoroc,c, •A,' 99519-6650
Mayor „ .rni.ir.i.ora/ensi e
(9071-343-7904
Pump Installation Log
Well Drillincy Permit Number: SW Date of Issue:
Parcel Identification Number:
Legal Description Property Owner Name & Address:
Lron) /))CKaK
jpS.1/6 I-ueksrvt?4 s7'
S 5 rf 4 lViAI/V 1414N W# AneA- )! K.
Pump Installation Date:
Pump Intake Depth Below Top of Well Casing: 9� feet
Pump Manufacturer's Name: K jeJ),TACW A'T,
Pump Model: 5'd G 3%t SSS¢,
Pump Size 1/p—hp
Pitless Adapter Burial Depth: /(y feet
Pitless Adapter Manufacturer's Name: , rn,oimosn&2
Pitless Adapter InstaIler:.,�
Well Disinfected Upon Completion? Yes ❑ No
Method of Disinfection: CLOerq F, p- Q
Comments:
f•krichorage Pump & to eii Service
Pump Installer Name: 330 East 70th Avenue
Anchorage, Alaska 99513
Phone: 907-243-0740
Fax: 90-17-243-0742
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of ptunp installation.
Municipality of Anchorage Page _� of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 0 Anchorage, Alaska 99519-6650 4 Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: q.50 9-7u PID Number: 017 L121 /-7
Name: k4tC-I4�7 14�.
Wastewater System: ❑ New Upgrade
Address:
ABSORPTION FIELD
Phone:
No. of B@dooms:
Deep Trench ❑Shallow Trench ❑Bed ❑Mound O Other
LEGAL DESCRIPTION
Soil Rating:
Total Depth from original grade:
GPD/Sq. Ft.
/cam
Lot:tt� Block: Subdivi.t'on:
Depth to pipe bottom from original grade:
Gravel depth beneath pipe
52 5 if TN l& iA�l
Ft.
Ft.
Township: e� w Range:
I G' 7
Section,
`
Fill added above original grade:
�
Gravel length: _
0
'`
FI.
5 Ft.
WELL: El New ❑Upgrade
Gravel width:
Number of lines:
I
Distancebet_weenlines:
+2— Ft.
Ft.
Classification (Private, A,B,C):
Total Depth:
Cased To:
Total absorption area:_
Pipe material:
Ft.
Ft.
��� SO. Ft.
'JCU?7
Driller:
Date Drilled:
Static Water Level:
Installer:
SE.- A
Date installed:
;5_
10
Ft.
/&/
Yield:
Pump Set at:
Casing Height Above Ground:
A
TANK
GPM
Ft.
Fl.
SEPARATION DISTANCES
CkSeptic C Holding ❑ S.T.E.P.
Manufacturer:Capacity in gallons:
To
Septic
Absorption
Lift
Ho-ing
Public/Private
From
Tank
Field
Station
Tr.nk
Sewer Lines
N (� i %/- N/L % +j
Well
t �hq
U
p-7
/ / c
Material: _
/ 1--
Number of Compartments:
pZ_
Surface
LIFT STATION
Water
Lot�+
s
Size in gallons:
Manufacturer:
Line
7
/ 0 —
`J
Foundation
"Pump on" level at:
"Pump off' level at:
High water alarm at:
Curtain
Pump Make & Model
Electrical Inspections performed by:
Drain
fv
Remarks:
BENCH MARK
L],w� `
1)t-
Location and Description:
3C) 0_4 S
1��is�� r -r 41-"
�zV-Z
TT0.YC'X CNsI0 C) —�'i m JYL
Assumed Elevation: �>
jv v—
F'N43T9--tl PsS, S,E-AL
c
:i�C
`:..`3 E,, i 'S
_� v��t .tip° � t�}.,�✓.-`
•,
:� ire �r �•. ."� c` rJ�
�L-,So
st -tl s_
Inspections performed by: -77% Dates: 1st -
,6a..
A, °c °¢e ITd'�•Su a°o°mem mutt •� ';�'
2ndr`
2nd"
iecleen S;�urklanc; �,J;
�th
t.,,fi�
CE -222
Department of He and u ervices a PP r vat
r ' ' °° °` ``
�kj s� '., ,
Reviewed and approved b Date:
72-013 (Rev. 9/91) MOA 25 \ %
SWING TIES:
AC 27 FT.
Bc 24.5 I Well
AD 85
BD 97
AE 98
BE 119
E
1 TRENCH 1
1 � 1
#1
D •
A Well 1
c 1
1250 GAL ANCH,
1 1
1
1 L I
I I
Well
OF
��wwwt I
�• 49th•••••s; 1�
�..�.6... ........................ :f:.....;
i..... ... G�...... r........�
T❑BEN SPURKLAND
�IcfU,�'o,•.• No, CE -2225 �
I 1�♦� �� ................ • �� I
2-5- —0— 25 —50— 7-5 —100- 0
SCALE- 1 a = 50 FT,
TOBBEN SPURKLAND P.E. S112,SE1/4,NE1/4,NW1/4,NW1/4, SEC 25, SEPTIC SYSTEM AS BUILT
203 W 15TH. AVENUE DATE: NOV. 28, 1995
ANCH. AK. 99501 LEON HICKOK
(907) 279-3916 TURKS TURN SHEET: 2/3 GRID: 2840
`P..................
�Fq�`S��♦i
Jr
49th
.... / .... ......
0.....
TDB ...' N SPURKLa.cZ: : • �u i
AND
�. j ' No. CE -2225 _�+
AV
INV. EL.
Mira fi 140
67.5f L
5 2t of Septic Rock
Standard Trench -
2' Wide
50' L ong
10' Deep
5' Sewer rock
5' Co ver
Cl ea nou t5
Monitc
//;i
NO SCALE
q /
0
1250 gal Septic tank
ANCHORAGE TANK
EL. 72.6
67.51
NO GROUND WATER OR BEDROCK
61f
1250 gal. septic tank
BENCH MARK, BOTTOM SIDING
ASSUMED ELEV, 100,00
T❑DDEN SPURKLAND P.E. S1/2,SE1/4,NE1/4,NW1/4,SEC 25, T12N R3W SEPTIC SYSTEM AS BUILT
203 W15th Ave LEON HICKOK DATE; NOV 28, 1995
Anchorage Ak 99501
a79-'�91F, 11 TURKS TURN SHEET; 313 GRID: 2840
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE 1c�'-�
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502 `—
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW950278
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:HICKOK LEON E
OWNER ADDRESS:12540 TURKS TURN ST
ANCHORAGE, ALASKA 99516
PARCEL ID:01742117
LEGAL DESCRIPTION:
T12N R3W SEC 25 S2SE4NE4NW4NW4
LOT SIZE: 54450 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
DATE ISSUED: 9/15/95
EXPIRATION DATE: 9/15/96
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED B
ISSUED BY:
G
DATE: �d
DATE: / —��
T o A.JJIl URKLAIN UJ P.E.
203 W 15th. Avenue, Suite 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
S1/2,SE1/4,NE1/E,NW1/4,NW1/4
SEC. 25, T12N R3W
LEON HICKOK
No Ground Water or Impervious Layer to 16 ft.
Use Standard Trench
Soil Rating.
2 min/in = 1.2 gal/sq.ft.day
No. of Bedrooms 4
Required Area per Bedroom: 15011.2 = 125 sq.ft..
Total area required: 125 x 4 = 500 sq. ft.
Testhole Total Depth 16 ft
Less 6 10
Rock Depth 5
Length of Trench 500 / 10 = 50 Ft.
SYSTEM CONFIGURATION
STANDARD TRENCH
TOTAL LENGTH 50 ft.
TOTAL WIDTH
2
TOTAL DEPTH
10
ROCK DEPTH
5
COVER
5
SEPTIC TANK
1250 gal
Abandon existing tank and trench
The installation of this septic system will not prevent wells from be installed on the adjacent lots.
There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots.
The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface
runoff will not result from this installation.
Pg -1
'• 49th• '
�. TDP EN SPURKLAND ^ Cv
I,�F• No. CE -2225 •�ti:�
♦1,111\\\5����•••
�0
SI
50 0 50 100 150 _ 200 250 — 300
SCALE- 1' = 100 FT
TOBBEN SPURKLAND P.E. jrSE114,NE114,NW114,NTrJ14,,SEC 25, SEPTIC SYSTEM DESIGN
203 W 15TH. AVENUE
ANCH. AK. 99501 LEON HICKOK DATE: AUGUST 16, 1995
/gml ?7g--IgiF, TURKS TURN SHEET: 1I3 GRID: 2840
i
i
FiAbandon Exist. Trench
1
1
N Trench #1
1
1
TDrEN SPURKLAND
No. CE -2225
O v
— —�— —0— 95 —50— 75 —100—
SCALE; P/ = 50 FT,
TOBBEN SPURKLAND P.E. jt12,SEJ14,NE114,NW114,N", SEC 25, SEPTIC SYSTEM DESIGN
203 W 15TH. AVENUE
ANCH. AK. 99501 LEON HICKOK DATE: AUGUST 16, 1995
lgml ?7ca_AgiF, TURKS TURN SHEET: 213 GRID: 2840
Mira Fi 140
5 Ft of Septic /�
IVU JC,HLL
0
c
cs
a,
v
c
0
a
0
L2
0
?250 gal Septic tank
.o�tav
PROFESS
Ground
ver
ik
BENCH MARK
ASSUMED ELEV, 100,00
T❑BBEN SPURKLAND P.E. S1/2,SE1/4,NE1/4,NW1/4,SEC 25, T12N R3W SEPTIC SYSTEM DESIGN
203 W15th Ave11 LEON HICKOK DATE; AUG. 19, 1995
Anchorage Ak 99501 TURKS TURN SHEET; 313 GRID; 2840
® Municipality of Anchorage
K DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
p au° AO•°n•••Cc v°•°°+° .
PERFORMED FOR: G�-2�
DATE PERFORMED:
LEGAL DESCRIPTION: �� c� ! � � Township, Range, Section: C_
1 `
2
3
4
6 :
Date Gross Net
Time Time
---•
7.+
y )
8-
9-
10-
1011
3
11
t =R
r
12
:,P V
EIz
13
0
14-
4
15-
16
16
17-
18
19
20
COMMENTS
WAS GROUND WATER
■■N■■■111
SITE PLAN
IF YES, AT WHAT
DEPTH?
Depth to Water After {
Monitoring? 4 '�"_ Date:
Reading
Date Gross Net
Time Time
Depth to
Water
Net
Drop
y )
qa<7-0
3
r
3 Z
EIz
'1z,
q
PERCOLATION RATE /— (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN _ 6- FT AND 7 FT
^r
PERFORMED BY: I CERTIFY THA THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: f L 1.7
5.
72-008 (Rev. 4/85)
2 —
3
4 —
5 —
6 —
V C,
7
fp8-
9 —
10-
11
WAS GRO
ENCOUNI
IF YES, A
DEPTH?
12-
Depth to Wate
13— Monitoring?
14-
15
16
17 - 9/e,
18
19
20 —I I
COMMENTS
UND WATER
ERED? Q -0
S L
T WHAT 0
r AV Date:
. , x e
Reading Date Gross Net
Time Time
Depth to
Water
V-0 611�\
7 Ili
0 Municipality of Anchorage
LF
DEPARTMENT OF HEALTH & HUMAN SERVICES
L)
825 "L" Street, Anchorage, Alaska 99502-0650••
V
SOILS LOG — PERCOLATION TEST
%.
ens U, ri.
L1 b
04
,C;7 0 _ y
PERFORMED FOR: t 6- DATE
PERFORMED:
117-Township, Range, Section:
LEGAL DESCRIPTION:
FQF:P7TH -- --j
SLOPE
SITE PLAN
2 —
3
4 —
5 —
6 —
V C,
7
fp8-
9 —
10-
11
WAS GRO
ENCOUNI
IF YES, A
DEPTH?
12-
Depth to Wate
13— Monitoring?
14-
15
16
17 - 9/e,
18
19
20 —I I
COMMENTS
UND WATER
ERED? Q -0
S L
T WHAT 0
r AV Date:
. , x e
Reading Date Gross Net
Time Time
Depth to
Water
Net
Drop
LF
11 Z-1
L)
L1 b
IC
,C;7 0 _ y
-� 7� -7 )' r w - U
5-0 40's
PERCOLATION RATE (Mindees/inch) PE�C HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
PERFORMED BY: 1 N CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: - 477c�, 1 � / ?<')—
72-008 (Rev. 4/85)
\) MUNICIPALITY OF ANCHORAGE
A DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
PHONE
NEW
_LA C4.
7 yam?
❑ UPGRADE
MAI LING ADDRESS
�y
`f r
LEGAL DESCRIPTION
LOCATION
NO. OF B DROOM
Well
ftption area
Dwelling
PERMIT NO.
V
DISTANCE TO:
_Y
22
Manufacturer
Material
No. of compartments
CL
W
C/)
Liq. capacity in gallons
IF HOMEMADE:
Inside length
Width
Liquid depth
TO:
Well
Dwelling
PERMIT NO.
.1U2
rDISTANCE
nufacturer
Material
Liquid capacity in gallons
Well /
Founda ' n®/
Near e lot line
PERMIT NO.
w =
DISTANCE TO:
J LL z
No. of lines
Length of each li
Total length of lines
Trench vfdth
Disler e e�tswee l '
Z
inches
15
I...
Top of tile to finishgr dg
Material beneath file
;d�a e#fkL4t9ve .�lisarpt'46 �2 -&a
inches
Length
Width
Depth
,.PERMIT -NO.. o
w
0
®
6 -
~a
Type of crib
Crib diameter
Crib depth
Total effective absorp®n a
W
y
DISTANCE TO:
Well
Building foundation
Nearest lot line o
V0 \-VJ.:a-1 ; .� Poberison o
Class
Depth
Driller
Distance to lot line
I fel ° - •` G4
w
DISTANCE TO:
Building foundation
Sewer line
Septic tank
t`
It
OTHER
PIPE MATERIALS
SOIL TEST RATING
INSTALLER
AI
3�
REMARKS
O
tc lel,Y
j
®
l
iN
�
•
a
Y
p
MUNICIPAUrY
CF A
E
F '=AL H
VIR
NM
NTP L FI -TE
TIO
r r
APPROVED DATE LEGAL
RECEIVE®
72-013 (Rev. 3/78)
Mum'pCipablicy
R
QfA
Anchora,0
,,,e
825 "L" STREET
ANCHORAGE, ALASKA 99501
(907) 264-4111
GEORGE M. SULLIVAN,
MAYOR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
January 9, 1980
R & M Consultants, Inc.
Post Office Box 6087
Anchorage, Alaska 99502
Attention: William Robertson
Subject: T12N R3W Section 25 Sz NE; NE4 NW;, Permit
Clabo Construction Company - As-builts and
Installation Documentation of On-site Sewer
#790270
Systems
Your submittal of an on-site sewer system installation report
has been received. Noted in your comments was the gravel
backfill requirement being deleted due to existing soil
conditions.
The department, in the future, request the gravel requirement
not be waivered since it is mandated by ordinance and actual
authority for waiver does not exist, even for departmental
personnel.
Additionally, the system may work well under circumstances
you noted, however, screened gravel backfill no doubt would
increase chances of sewer system life. Soils rated GW were
used as backfill until 1975, however, sewer systems were
found to fail in close proximity to dispersal pipes,
therefore, the screen gravel requirement is retained in these
as a safety factor.
Mr. Robertson
January 9, 1980
Page Two
This department will accept the inspection report as
submitted, however, adequacy testing will be required for
resale of the property. It is also this department's
position that absorption field life will not be shortened
due to washed gravel not being used'per your field comments
and professional descretion.
Again, please note the screened/washed gravel requirement
may not be deleted in the future.
If there are any further_ questions, please contact this
office at 264-4720.
Sincerely,
Les N. Buchholz, R.S.
Senior Environmental Specialist
LNB/ljw
cc: Clabo Construction Company
Post Office Box 3-4056 99501
December 31, 1979
825 -1-- S-11-FIEET
�\N(.'HOPI,AGE, Al-ASKA 99�-,011
9 0 2 6 "1 1 11 1
E O'L G . S U L L I V A NJ,
Leon E. Hickok
Star Route A Box 2390-K
Anchorage, Alaska 99507
Permit 4r 790270
Subject: T12N R31q Section 2,15 S SE -NE;- NW-, NW3�
A permit issued by this department for well and/or sewer
system has expired.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal ordinance.
If you have drilled the well, a well lo'g should be sent
to this department to document the installation date.
If an engineer has inspected the installation of
-I the
on-site sewer system, please have them send us the as-builts
for our 'Liles.
If there are any further questions, please contact this
office at 264-4720.
Sincerely,
Les N. Buchholz, R.S.
Senior Environmental Sp-_ciC_?;S7_
t_
LNB/ljw
enc : Copy of Perm _J t
`
OF H TRENCH
OR
PIT IS THE DISTANCE BETWEEN THE SURFHCE OF THE
' `���r:::-- :1 1,!-
\^
THE BOTTOM
Fl__ P-' C 5-ri Ica !E��
THE EXCHYHTION (IN FEET).
/ DEPHRTMENT OF
HEHLTH
HND ENYIRONMENTHL PROTECTION
TRENCHES.
THE GRAVEL
STREET,
HNCHORHGE, Al -::'.99501
OF THE
/
(IN FEET).
264-4720
.
-�
Z D. �E F----' -il---
PERMIT NO. ( 790270 )
PPLICHNT LEON E. HICKOK SRH BOX 2]90-K ]44-2185
]CHTION TURKS TURN
�GHL T12NR]WS.25S2SE4NE4NW4NW4 LOT SIZE 54450 SQUARE FEET
fPE OF SOIL HBSORBTION SYSTEM IS: TRENCH
�XIMUM NUMBER OF BEDROOMS = ] SOIL RHTING (SQ FT/BR)= 85
�E REQUIRED SIZE OF THE SOIL HBSORPTION SYSTEM IS:
������= �� ������= �� �������� �����= �
THE LENGTH DIMENS]ON IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD
THE DEPTH
OF H TRENCH
OR
PIT IS THE DISTANCE BETWEEN THE SURFHCE OF THE
GROUND HND
THE BOTTOM
OF
THE EXCHYHTION (IN FEET).
THERE IS NO
SET WIDTH
FOR
TRENCHES.
THE GRAVEL
DEPTH IS THE MINIMUM DEPTH OF QRHYEL BETWEEN THE OUTFHLL PIPE
HND THE BOTTOM
OF THE
EXCHYHTION
(IN FEET).
"�����P F ������ ���� ��::JL Cp o �yl._.A_._ CD1 Er -41 l_`
�RMIT
APPLICANT HAS. THE RESPONSIBILITY TO INFORM THIS DEPHRTMENT DURING THE
�STHLLHTION INSPECTIONS OF HNY WELLS HDJHCENT TO THIS PROPERTY HND THE
JMBER OF RESIDENCES THAT THE WELL WILL SERVE.
Jl_����������
-vCKFILLING OF Al, -AY SYSTEM WITHOUT FINAL INSPECTION HND HPPROYHL BY THIS
EPHRTMENT WILL BE SUBJECT TO PROSECUTION.
[NIMUM DISTHNCE BETWEEN H WELL HND HNY ON-SITE SENHGE DISPOSHL SYSTEM IS
�0 FEET FOR H PRIYHTE WELL/ OR
50 TO 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL
THER REQUIREMENTS MAY APPLY. SPECIFICHTIONSHND CONSTRUCTION DIHGRHMS HRE
,1HILHBLE TO INSURE PROPER INSTALLATION.
F=" F:: 11--P. 1 -0-11 �Q_� �I C E-:- f r - P�I--- ' IF I
CERTIFY THHT
� I HM FHMILIHR WITH THE REQUIREMENTS FOR ON-SITE SEWERS HND WELLS HS SET
JRTH BY THE MUNICIPHLITY OF HNCHORHGE.
� I WILL INSTHLL THE SYSTEM IN HCCORDHNCE WITH THE CODES
� I UNDERSTRND
THAT THE ON-SITE SEWER SYSTEM MHY REQUIRE ENLHRGEMENT IF THE
�SIDENCE IS REMODELED TO INCLUDE MORE THAN ] BEDROOMS
[GNED _ --------------
HP T
�SUED BY__�_-�� _-_DHTE_-��_��_-��r___ V]�2
RS.M CONSULTANTS, INC. 5024 CORDOVA ® BOX 6087 0 ANCHORAGE. ALASKA 99502 0 PH. 907-279-0483 ® TLX. 090-25360
ENGINEERS
GEOLOGISTS
PLANNERS
SURVEYORS
June 6, 1979 R&M No. 950022
The Drilling Company
P. 0. Box 8717
Anchorage, Alaska
Subject: Soil Investigation for Sanitary Sewer System, Leon Hickok
Property, S2 SE'4 NE14 NW'4 NW'4j Section 25, T12N, R3W, Seward
Meridian, Alaska
Gentlemen:
At your request of June 6, 1979, 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 Protec-
tion.
This investigation, which was accomplished on June 6, 1979, consisted of a
test hole excavated to a depth of 15 feet below the existing ground surface.
The test hole was sited according to your instructions and its location is
shown in attached Drawing A-01. Excavation was accomplished with a back-
hoe. and all material excavated was continuously monitored by an
experienced engineering geologist.
Because of coarse granular materials, the contractor may experience slough-
ing and caving of the absorption trench after excavation.
The soils encountered in the excavation are shown in the test hole log in
Drawing A-01. This log displays specific conditions encountered at the test
ANCHORAGE FAIRBANKS JUNEAU VALOEZ WASILLA
June 6, 1979
The Drilling Company
Page -2-
The soils encountered in the excavation are shown in the test hole log in
Drawing A-01. This log displays specific conditions encountered at the test
location. However, subsurface conditions may vary in other parts of the lot
without any apparent surficial evidence of the change. Groundwater was not
encountered and bedrock was not encountered. At the time the hole was
excavated seasonal frost was not present and permafrost was not encoun-
tered.
Based on the visual classification of the soil and the requirements set forth
by the Muncipality of Anchorage, a percolation test was not necessary within
the test hole on the subject lot.
We appreciated this opportunity to be of service to you. Please contact us
if you have any questions concerning this letter or if we can be of additional
service.
Very truly yours,
R&M CONSULTANTS, INC.
Ernest R. Rahaim
Staff Geologist
GS: ERR/dj/ATSI-G
Gary mith
Seni Geologist
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