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HomeMy WebLinkAboutT15N R2W SEC 25 LT 140T15N R2W
Sec. 25
Lot 140
#051-312-24
Municipality of Anchorage It Page / of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number:
PID Number
05/- 3/2 zq
Name:
/%AiMf SO/if/5oN
Wastewater System: ❑ New A/UJpgrade
Address:
1531/ 79/Se/ 02..
Phone:
/a9L-3580
I.•J•
ABSORPTION FIELD
No. of Bedrooms:
0 Deep Trench ,`Shallow Trench 0 Bed 0 Mound 0 Other
LEGAL DESCRIPTION
Soil Rating:
O: 6-GPD/Sq. Ft.
Total Depth from original grade:
Lot/
Township: /5 Ai
Block:
Subdivision:
Depth to pipe bottom from original grade:
r Ft.
Gravel depth beneath pipe
/ Ft.
Range: 2!)
Section: Z
Fill added above original grade:
/ Ft.
Gravel length:
7S Ft.
WELL: 0 Newg» N D Upgrade
Classification (Private, A.B,C):
Total Depth:
Gravel SSW
v,.rn
5'
Ft.
Number of lines:
Distance between lines:
id/'P Ft.
Cased To:
Ft.
Total absorption area:
37s -so. Ft.
Pipe material:
al? "in 3. 3Y /0 VC
Driller:
to Drilled:
Static Water Level:
Ft.
Installer:
Twf.ED
Date installed:
09/93
Yield:
GPM
Pump Set at:
Ft.
Casing H ight Above Ground:
Ft.
TANK
SEPARATION DISTANCES
❑.Septic
0 Holding
Z S.T.E.P.
To
From
Septic
Tank
Absorption
Field
Lin
Station
Holding Public/Private
Tank Sewer Lines
Manufacturer:
444-4./ T.Frvgr
Capacity in gallons:
arc
Well
/60
/30
/60
Material:
STe ./
Number of Compartments:
Surface
Water
r/.4
LIFT STATION
Lot
Line
/o'
/or
t re /
1/0 ' tr., '
Size in gallons:
�Z$O
Manufacturer: /7 )'')
4w1CM TRr✓ft /Oeel/ W
Foundation
6s
/ 3.5" 1
65 /
t/o' U
"Pump on" level at:
"Pump o11" level at:
440"
High water alarm at:
Curtain
Drain
Pump Make & Model
05-.T /sWO.S
Elec rical Inspections performed by:
Ss.eeow YL ee rf c !e^' next erat
Remarks: ywav 19no,C sy.r ri sr4uortl
BENCH MARK
Location and Description:
Top u f we// 6roc,r,e "
So yray' +e r.' -r
Assumed Elevation:
/0".pe
Ft
Inspections performed by: `2e = s
Department of He Ith/and H
Reviewed and approved by:
72-013 (t/91) MOA 25
Dater 1st 8/93
2nd 2f'
ervices appro,
/
Date:
E
. s•ase 6j
`v tl♦
1491th 1.17:
I
/itlova" asassaxamaadw$aea
tivtl eMY4i ev® a"
tome.,... !3u[tpri w #
CE6736 1 4.1?"
,t° • O r..
neva*. '',Vag
riO
W
T1
n
ELL
SEE SAW AVENUE
TH#1
EI/E
95.3 GRND
279.42
•
X 100.6
•
0 —
?NUMMI
N 89°53'16
50' ROW & UTILITY EASEMENT
GRND ELEV
TEST HOLE
MONITOR TUBE
SEWER CLEANOUT
WELL
PROPOSED LEACHFIELD
EASEMENT
EXISTING /'
HOLDING TANK
COWE DIRECT
TO E EXITING
F DATION
TR NEW
LEANDUT
PANEL
100.6X
TH*3
92.9 GRND
1-2'/.
W
71
NEW 1250 G. SEPTIC TANK
WITH LIFT STATION
X97.
SIX 97.4
1.25' HDPE EFFLUENT LINE
SAMPLE
COLLECTION DAS]N
TH#5
94.1 GRND
\ TH#2
99.7 PIPE
95.7 GRND
SAND
FILTER
19'X19'
671
278.99
N 89'42 20' W
EkTH#4
107.4 PIPE
103.1 GRND
CLEANOUT
PRIVATE WELL +100'
VACANT
SEPTIC SYSTEM AS UILT
LEGAL: LOT 140 T15N R2W SEC.25
OWNER: MIALMA JOHNSON
CONTRACTOR: TWEED EXCAVATING
JOB: 92-171AB
DATE: 11/09/93
SCALE 1" = 60'
AEAGLE RIVER ENGINEERING SERVICES
P.O. Box 773294
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
.:%c, OF 41L:,144,
SI * :49TH ," * to
i
i i
i
0, c LOUIS A. BUTERA j
1' CE -6736 _=
1' 1 4ina��''
101
100
99
98
97
96
95
94
93
92
91
90
101
100
99
98
97
96
95
94
FOUNDATION
i
GROUND SURFACE
SAND BACKFILL
SAMPLE BASIN
99.9
98.2
97,2 UNDERDRA[N
4PVC@1L
-97.2
97.0
96.7
PVCRIZ
1Z
100.4
101
100
99
98
97
96
95
94
93
92
91
90
LEACH FIELD
0
6' ROCK
FILTER FABRIC
960 LEACH PIPE
INVERT.
95.5 BOTTOM OF
TRENCH
= 2' 35 PSI INSULATION
NOTE ASSUMED DATUM = 100.00 @ TOP OF WELL COVER
GREEN PAINT SPOT
101
100
99
98
97
96
95
94
FROFH F AS
LJDo u
LEGAL: LOT 140 T15N R2W SEC.25
OWNER: MIALMA JOHNSON
CONTRACTOR: TWEED EXCAVATING
JOB: 92-171AB
DATE: 11/09/93
A
EAGLE RIVER ENGINEERING
P.O. Box 773294
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907)
SERVICES
694-3297
:*c,)
L9 /
0-'3ccd, LOUIS A. BUTERA trot
Is-fy•, '. CE -6736 ." c..? ••
tt< �C
Ensle *wee HangnaQeTIlgg wwll©e
Louis Butera, P.E.
Registered Civil Engineer
April 6, 1994
John Smith, P.E.
Municipality of Anchorage
Dept. of Health & Human Services
825 L Street
Anchorage, AK 999502
RECEIVED
APR 61994
Munnc paiity of Anchorage
Dept. Health & Human Services
Re: Intermittent Sand Filter Project
Lot 140, T14N R2W Section 25
Dear Mr. Smith:
We have noticed problems with the water quantity meter that needs to be addressed as we are
getting unreliable data:
1. The meter remote sensor has been jogged so that it reads a one at the extreme left.
Initially this was ignored, however it appears that the digit counter is not operating
properly over the entire range. We would like authorization to replace the remote meter
head with the unit left over from Lot 8 Shenandoah Hills. If this doesn't work, we will
ask Tweed Excavating to replace the sensor and provide us with the date and reading on
the actual meter when replaced. Our services are estimated to cost $100 to swap the
meters.
2. The water meter turbine has "silted up" due to poor water quality from the on-site well.
In order to receive reliable data we request you authorize a change order to place a water
filter in-line prior to this meter. This should be a rust/sediment type filter with bypass
and shut-off capabilities and five filter replacements. Estimated cost of materials $65,
installation by a contractor, $120.
If you have any questions please call our office at 694-5195.
Curt Holler
C:\WPWIN60\WPDOCS\1994192-171A.RPT
P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 694-5195 • Fax (907) 694-3297
• •
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF 1
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW930377
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:JOHNSON MIALMA SUE
OWNER ADDRESS:15321 HUSKY ST
PARCEL ID:05131224
LEGAL DESCRIPTION:
T15N R2W SEC 25 LT 140
LOT SIZE: 108900 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
DATE ISSUED: 9/21/93
EXPIRATION DATE: 9/21/94
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 BY: DATE:
ISSUED BY• DATE:
•
PROPERTY OWNER AGREEMENT
INTERMITTENT SAND FILTER WASTEWATER DISPOSAL SYSTEM
This agreement, dated FE/Mt/FRY g 1993, is made between the
Municipality of Anchorage Department of Health and Human
Services (DHHS) and the property owner(s) of T15N R2W
Section 25 Lot 140, S.M.
The agreement is made for the purpose of designing, constructing
and testing an intermittent sand filter on-site wastewater
disposal system on the subject property. The subject property
is currently served by a holding tank and the property owners
desire an alternative to the holding tank system.
The property owner(s) agree to the following:
1. The property owner(s) will allow DHHS and its
representatives access to the subject property as required
to design, construct and test the wastewater system.
The property owner(s) acknowledge that the proposed
wastewater system may or may not be successful and agree to
indemnify, defend, save and hold the Municipality harmless
from any claims, lawsuits or liability, including attorney's
fees and costs, allegedly arising out of loss, damage or
injury to persons or property occurring during the design,
construction, test and uses of said wastewater system.
2. The property owner(s) will reimburse DHHS a total of $10,000
or 75% of the construction costs, whichever is less, for the
new system if the system receives final operating approval
from DHHS. Reimbursement will be made within 6 months of
notification of such approval.
If the property owner(s) fail to make payment as required
herein they expressly agree that any remaining sum owing
from due date shall bear interest at the rate of 10.5% per
annum and property owner(s) shall pay actual costs,
including actual attorney fees required to enforce the
provisions and payments hereof.
3. If the system does not receive final operating approval from
DHHS, the property owner(s) will be required to revert back
to a holding tank as a means of on-site wastewater disposal
within 60 days of being notified in writing to do so by DHHS.
DHHS agrees to the following:
1. DHHS will initially pay for all costs associated with the
permitting, design, construction and testing of the system.
• '
Property Owner Agreement
Intermittent Sand Filter
Page 2
2. If the system does not receive final operating approval from
DHHS, the system will be removed and/or abandoned in place
at the discretion of DHHS.
MUNICIPALITY OF ANCHORAGE RECOMMENDED BY
LarryLb. Crawfor
Municipal Manage_
Date: ',i3�iet3
perty Owne- ame
alma S. Joh .on
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
Helen D. Beirne, Ph.D.s
Director, DHHS
Date• 2 -9-93
NR a
Property Owner Name
The foregping instrument was acknowledged before me
this 8 r day of ickird.6[/A90,1 , 1993
Mialma S. Johnson
Notary Public i nd aska
My commission expires
OFFICIAL SEAL
STATE OF ALASKA
KIMMETH J. IRWIN
NOTARY PUBLIC
My Comm. Expires: July 18, 1993
E 11 e Ira E flne e g ••r'WID2Z
Louis Butera, P.E.
Registered Civil Engineer
July 19, 1993
John Smith, P.E.
Municipality of Anchorage
Dept. Health & Human Services
825 L Street
Anchorage, AK 999502
Re: Lot 140, T15N R2W Sec.25
Dear Mr. Smith:
RECEIVED
JUL 2 0 1993
Municipality of Anchorage
Dept. Health & Human Services
Attached please find our final draft of the project documents for the intermittent sand filter. We
understand that our plans have been reviewed by Orenco Systems and yourself and this draft
incorporates those review comments. Included are soil logs, site plans, profile drawings, sand
filter drawings, design calculations, special provisions to MASS, and supplemental provisions.
We have not provided the pumping cycle intervals to the sand filter, but the control panel is
specified to allow almost any configuration. An air pump and heat addition device have not
been specified as this is still being developed at Orenco, and will have to be added at a later
date. The air line will be provided under this contract to allow for quick connection of a device
in the home. This can be done by a separate contract.
The submitted plans call for a waiver of 75' well to septic tank/lift station from the required
100', and a waiver of 2' of required 4' to ground water table to clarified effluent discharge.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\1993\92-171B.NAR
P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 694-5195 • Fax (907) 694-3297
i
•
GROUNDWATER LEVELS -
LOT 140, T15N R2W SEC.25
DATE
TH1
TH2
TH4
TH5
10/11/92
12'+
N/R
9.5'
9.5'
10/16/92
12'+
72
11.T
N/R
2/18/93
12'+
Frozen
11.1'
Frozen
2/23/93
12'+
8.3'
11.3'
10.3
3/18/93
12+
10.5'
11.9'
11.0'
4/25/93
4.8'
2.2'
10.1'
3.2'
5/7/93
5.0'
2.0'
6.9'
3.6'
7/19/93
12.0'
5.9'
8.8'
8.8'
92-171 A.xls
EAGLE RIVE.
ENGINEERING SERVICES
P.O. Box 773294
EAGLE RIVER, AK 99577
(907) 694-5195
JOB
Lot 340, TS R2W, Sec. 25
SHEET NO
CALCULATED BY LB
CHECKED BY
SCALE
OF
DATE
7/93
DATE
Leachfield
Design Calculation
Soil
perc.rate
27
In n/in
h
Absorption rate = 0.6 GPT)/ftp shallo
trench
3 BR = 450
GPD = 750
square
feet absorption area
Reduce
by
1
or...polished _e
ue
375
square
feet
Size = 375
5
75'
Bxpected high
ground
water table level
= 6' belo
g
and surface
Size of
Drainfield
Gravel Width
= 5'
Gravel Depth
Total Depth
Length
1' with
6"
under 4" lateral pipe
75'
air* •e• aAnee _n
r4C .- .a t
.80
(s * 49 I0. ninon,.li *esteas” so �S
ii
I' . LOUT{ h\. QUteFO e
ej % CE -3736 _ o �e 0
1993\92
171B.CAL
PRODUCT 204-1 (Single D00131205-1 (Palled) /A/&1c Grolon,Mass.01d11. To Order PHONE TOLL FREE 1-800-Y5-690
o '0
M O
n CO
O
z
ITh
r
TH111
98.3 PIPE
95.3 GRND
ELL
SEE SAW AVENUE
2%
X 100.6
•
0
1111/111111 -
50' ROW & UTILITY EASEMENT
SPOT ELEV.
TEST HOLE
MONITOR TUBE
SEWER CLEANOUT
WELL
PROPOSED LEACHFIELD
EASEMENT
TH43
92.9 GRND
EXISTING
HOLDING TANK
C
DIRECT
E EXITING
DATION
TH NEW
LEANUUT
1-2%
EW 1250 G. SEPTIC TANK
WITH LIFT STATION
X97.y
X97.4
125' HDPE EFFLUENT LINE
SAND
FILTER
19'X19'
SAMPLE
COLLECTION BASIN
LVENT UPC P.V.C. IX QUIP
TH115
94.1 GRND
THN2
99.7 PIPE
95.7 GRND
NO KNOWN CURTAIN DRAINS
4
278.99
N 89'42'20' W
X 100
E
0GRND
TH3.1N4
PRIVATE WELL +100'
N CI
e M
O
Z
VACANT
SEPTOC SITE PLAN
LEGAL: LOT 140 T15N R2W SEC.25
OWNER: MIALMA JOHNSON
CONTRACTOR: N/A
JOB # 92-171
DATE: 03/26/93
SCALE 1" = 60'
EAGLE RIVER ENGINEERING SERVICES
AP.O. Box 773294
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
�_7 to
*49 TH " '*
i
O� c LOUIS A. BUTERA 1 j
•
,,/�F 1. CE -6736 _,.Lt
ihe0 • •
Fear
11% X%..... %'
Effluent Tram the
nestle tank
3/C —2"
JACKETED ARTIC
insulated
HDPE pipe
6'
181
10'
32'
32'
_24,—.10RIFICE SHIELD
30mil PVC LINER)
00 D
1/2' DM. SCH 40 PVC TERAL WITH J
1/3" DIA. ORIFICESACED2/ O.C.
—m_ii
�#3 REBAR, Locate one
at each corner clean-out
,..7..---------------•
0
0
3/4" DM. CLASS 200 PVC MANIFOLD
/
4" Dia. 150 slotted PVC pipe
—
(Cut 1/4" wide slots 2-1/2' dee.
and at ' 0.c.
'
•
1
111111111111111111111111111111111111 1111111IIIII I I 111111111111111111111 1111111111111111 Il 01111 l l l l 1111111111111111
11111111
111111
4"DM. PVC C.
•
TRANS'ORT LINE
1-1/4 dia. Class
TRANSITION to
air difuser
200 PVC
1' (typ)
1" or 1-1/4"DIA. PVC 1300T 2"DIA. CL 200 PVC
The boot flange is bonded to 30 mil. FLUSHING LINE
liner.
32'
32'
\
0 \
2" DIA. FLUSHING VALVE w/8"PVC
access riser and fiberglass cover
18'
t
1::- _ .. .. .. ...
2" INSULATION AROUND
PERIMETER OF FILTER
2" SLOTTED PVC PIPE (cut 1/4"
wide slots 4' O.C.—orient slots
down to drain)
4" Dia. PVC boot
(The boot Mange is
bonded to 30
mil liner)
Semple
Basin
To Drainlield
ORENCO
linear air
difuser
8" MONITOR
(TYP.)
19' x 19'
SAND FILTER
LEGAL: LOT 140, T15N R2W SEC.25
TOP VIEW
JOB# 92-171(e)
DATE: 07/19/93
SCALE: N.T.S.
EAGLE RIVER ENGINEERING
P.O. Box 773294
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907)
SERVICES
694-3297
("ar �a[`.OFAtA®91
/�E`i se. _°°s •eeak.%
e61 1
• -D �ee
a -*a 49TH° *
�°e°w°---•-_— comae eseeae.ea.- ^ :?
0 es
% • Laub A. Buten".: s$'
�/ cf.' % CE -6735 f ?®
4C
GRADE TO SLOPE AWAY
WRAP WITH
3 X 6 MIL VISQUEEN
•
•
FIBERGLASS LID WITH STAINLESS STEEL
BOLTS. NEOPRENE GASKET AND
POLYSTYRENE INSULATION(OPT)
INFLUENT FROM FILTER
PVC BASIN
CUT TO FORM LIP
0
0 O O
BED ON 1' COMPACTED
NFS MATERIAL
p O O
4" EFFLUENT DISCHARGE TO LEACHFIELD
SAMPLE
ASM DETAIL
LEGAL: LOT 140, T15N R2W SEC.25
OWNER: JOHNSON
CONTRACTOR: N/A
JOB#92-107(c)
DATE: 07/19/93
SCALE = NTS
EAGLE RIVER ENGINEERING SERVICES
P.O. Box 773294
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
Municipality oI Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: TU,Aaiss.✓ " /y%D<l
LEGAL DESCRIPTION:Loi'/!'O
0/
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
DEPTH
IF T
&''(ENGINES SEA1j'
®t°4fl4 = �
9
b•t6estaef .tou6eo 006 aloe..
m mew.. n. !me' ..eV'
' Louis A. RuterQ
Wt wee° CE -6736 c)q�o
ee°eae,. '°mlas W
re
/FESS.'
DATE PERFORMED: /d)///9
T/SN R /A/ £ ,,s -Township, Range, Section:
SLOPE
s • .1 - or c.„
(6 m)
/3r ....,. s, //y
Dews e
18
(M6 -c
Dry Derase
19
20
o...'•.
•
0 •
o•
0 •
(Gm)
cre, silh/ r4^t"ly Orart(
fines(. Oeore
COMMENTS TEs T f/4'46 # /
WAS GROUND WATER
ENCOUNTERED? IVa
IF YES, AT WHAT
DEPTH?
Oeplh to Water Alter
Monitoring? dry
Oatc /°l/6hz
T/s& Rtw see. -z3—
SITE PLAN
5
L
O
P
E
N
Se
e
Se
04
raft
/re -
P4
AN
Reading
Date
Gross
Time
Ne
Time
D pth o
Water
Net
Drop
S0AA
/&/is/sa
¥4rr
/
rr
3:54,.—
30 .-..,,
/. r- 3 %c'
%t
.2
[j:]°
30 n,.k,-
6r -3'/1e
Y//s'
3
..
5:53
33 .......
C'-3 '//a
V/[
PERCOLATION RATE /02(minutes/inch).PERC HOLE DIAMETEIR
TEST RUN BETWEEN 6 FT AND L.S FT
PERFORMED BY: �o6/e 0/''e r- 5+" 5 ;rte. ";''r I �" eZ Y THAT THIS TEST WAS PERFORMED IN
.7,4079 3
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825"L" Street, Anchorage. Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: ToANsrr✓ - /n64
LEGAL DESCRIPTION:2e,"/ e" !/SN ,Q /4/
T
%opre.l ar3<.+,C
L.yee
10
11
12
13
14
15
16
17
18
• O
/`
S.p5Township, Range, Section: T/3Al Rrw Se<. 2s
SITE PLAN
(Grn)
Grey .f./fy S< -sky Or<re/
/sred....., ot'e.✓re 6r4re/ is
Srre.e. De.+r.> w.iZ Dent,.
19
20
COMMENTS
dA
7 f
SLOPE
WAS GROUND WATER
ENCOUNTERED? YES
IF YES, AT WHAT See ser<'<fe
'Level Repot
DEPTH?
Depth to Water Aller
Monitoring?
Reading
Coq of
2
3
Y
S
Date
Oats
lohelf
/1
.,
it
PERCOLATION RATE
Grose
Time
3
y:V
3 7off
s: ss
001
s
L
0
P
E
Se
S—
Ne
Time
3o try,:"....
3or ,'
3D ..,.✓
3o m..✓
e
ITE
Se
Nn
Pl
D pth o
Water
N
reit"'
Ani
oZ v -/v %is
a' -/o9/4"
'-/o'%i"
J'—/0 %er
a' -/o W4"
Net
Drop
/ 3/4"
is/4"
/ a/4 "
J s/4'
77 (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN a FT AND 3 FT
pt/p c a A
PERFORMED BY: eel/! Mve r 676+'vr'er rm,j
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE'
72-008 (Rev. 4185)
6r
TIFY THAT THIS TEST WAS PERFORMED IN
PERFORMED FOR:
•
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
Jo%/./s•.✓ _ /77D4
LEGAL DESCHIPTION:L0/`/We
Tis,tv R /e✓
2
3
4-
5-
6
7
6-
0'
9-
10-
11-
12
13-
14-
. 15 -
16-
17-
18-
19 -
20 -
O
YS 4a IC
`aJ er
.
La j491H
•...•off
,.6 cra, •lauis A. Butera
s % CE -6736 ; '+ir
®t < ;•.... : ���
satal
", FESSO •,41'
DATE PERFORMED: d\Ar/ r�®4
C.Y., •C•C
•
S, a5Township, Range, Section:
SLOPE
(041)
are, S.)15 S4 Yd., C.rcve/
rrr ed,...-. cle,,.re 6rs.e/ f• Y••
Srv� r . De .+r //f, w.T.0 or/.rA
COMMENTS
rest t/u 2 E 2
WAS GROUND WATER yES
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth to Waler Alter
MonItoring7 —
Reading
SOAK
.2
3
1'
Date
/,
See Sepce.
Level ,erp.rf
Dalt
Grose
Time
3e
S:,/6
/SA) fa tar? S¢c. .2S
SITE PLAN
S
L
O
E
Se
r
Ne
Time
3o n,
30 .r4
3, ..,,,+
e
/re
PERCOLATION RATE
TEST RUN BETWEEN
PEA' C a e
PERFORMED BY: is/e /ei✓er Enos •rverrsNr
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
12.008 (Rev. 4185)
N8
Se
p4
Pe
D pth o
Water
AN
N 7 •3',/
y;7,y,e.
(minutes/inchl PERC HOLE DIAMETER
y FT AND S FT
N
6
Nat
Drop
i'1/ie ..
/o/• •
WHEY THAT THIS TEST WAS PERFORMED IN
3/36/yS
PERFORMED FOR:
•
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street. Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
TU/,NJ•r� /27D�
LEGAL DESCRIPTION:10t/y0 T/SN R /1✓
1
2-
3-
4-
5-
6-
7-
1 M
..9.6-• re/
8-
9-
10-
11-
12-
13-
14-
15 -
16-
17-
18-
19 -
20 -
COMMENTS
Prie c
443 A
n?" Er €4...s/ed
J T 3 Ai
PERFORMED BY: tea' Myer errS ;^'cr rr.vJ 1 F
ERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4,851
7144..% go.
DATE PERFORMED: /10/1/ 7 a.
S. psTownship, Range, Section:
SLOPE
WAS GROUND WATER Al IA
ENCOUNTERED?
IF VES, AT WHAT
DEPTH?
Depth lo Water After
Monlioring?
Reading
.Co44H
1
a
Dote
pis .v,..+.A..r./S
L
0
P
E
Dale:
/6//6/72
,.
Gross
Time
3 trfr
y:a,
:s8
T/s n7 rt NA) sec. -IF
SITE PLAN
Se
r
Ne
Time
30 re.,:,
3✓
IrE
sap
•
PI
D pth o
Water
re.
y.Y '4
4N
4' -R '%6
Y=8",p6
PERCOLATION RATE $3 (minutesllnch) PERC HOLE DIAMETER
TEST RUN BETWEEN y FT AND -6- FT
s. ? # e.cu/cii•.+
Teat eV..? Cy
N
Net
Drop
9/m
9/16'
91,6"
6 re
aclpallty of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: JUry^'S" - /2764
LEGAL OESCRIPTION:J0t/Wa7
T/S/V „env
1
2-
3-
4-
5-
6-
7-
8-
9-
10 -
11-
12 -
13-
14 -
15-
16-
17-
18-
19-
20 -
•;"r,Prei/— O rig a.+s.
1
(cs.- -sw.)
/¢s -Cc"?' N/qr+re/
36
+� Louis A. BuTera
bi • _ CE -6736 ?y
+ a. Coat
0+OF••MONr
DATE PERFORMED: .4)& ea!".
S. ?STownshlp, Range, Section:
SLOPE
WAS GROUND WATER 1-4ENCOUNTERED?
Nv r fi•"r,hvrs/S
L
0
P
E
Dale:
IF YES, AT WHAT
DEPTH?
Depth to Water Oiler
Monitoring?
Reading
sa4H
a.
3
Date
T/s N Rita Sec. -13.-
SITE
zrSITE PLAN
Se
.r
e
/re
5!
Pi
4v✓
/OA 6/ga
"/
It
Gross
Time
3 : ST p
y:ai
r/rSH
5!16 e—
Ne
Time
30 r.,,..
So H.
3e rn..>
70 on,.;r
D pth o
Water
/'-9"/4•
/,- 7 74"
/ - /o
/'-9 /S/fit
Net
Drop
1*
/ sem. "
/Y8".
PERCOLATION RATE
TEST RUN BETWEEN
EX C4."o/ed /re;.-Sei/ ec'e e.v/e)'ir"-•
COMMENTS
�c.e fr TErr 4'
fec/e '✓Cr. Ere; ;rye&ri. r
A7 IminuteWinch) PERC HOLE DIAMETER
• PERFORMED BY•
FT AND a FT
Teff On',
6 r"
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
72-008 (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE: 7/143
PERFORMED FOR:
•Icipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
LEGAL DESCRIPTION:LLt/4 0
THN
-_-
.qqr
s'a ao: �Na s.e600.8 a
DATE PERFORMED: /0,4/ /9 a.
T/SN R /a✓ -S ?STownship, Range, Section:
SLOPE
.COMMENTS
Qa �<r
i
/art h> /e
re; //4 Lr9 w/r2
WAS GROUND WATER
ENCOUNTERED? yer
IF YES, AT WHAT
DEPTH?
Depth le Water Aller
See 5y,. r.fe
Ley -el .2ep.rr
Dalt
Is -Al APIA) see. zr
SITE PLAN
N
Se
e
Se
pw
r41
S
/re
fie
4.41
S
1
O
P
E
Reading
Date
Gross
Time
Ne
Time
D pth o
Water
Net
Drop
544
it'
/
/6/4://oi
l//o/ P^+
$o.4..+
4, // yr"
2"
2
7-/:7y
3o .1-.3
4/= //%rr4.
-2Jp w
4'
,.
S-: yo
3 e ..,..,
4 "- // %s "
/ 194 "
PERCOLATION RATE /S (minutes/Inch) PERC. HOLE DIAMETER 6 "
TEST RUN BETWEEN y FT AND S FT
este C4✓4led Sy Dc✓/rer dr/an- 4 S/Yt C//-r/t,
I%70 re;f0- TN be .
PERFORMED BY: to8/e /P/ ✓t 6 n;,""ee rIN; I CERTIFY7T=`�-� THAT THIS TEST WAS PERFORMED IN -
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4,85)
•
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
625 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:Lt/y0
Os
d •
O
8-
9-
10-
11-
12
13-
14-
15-
16-
17-
18-
19-
20 -
r
%O�aln . f/ 0r,ir-L
(6
5574
G -r
COMMENTS
rent- fii,4
0 ( IGINEEt1'
siv s
*e49TH
f# ��•r • Lis A. ButeraW %
c e CE -6736'
1..tk PROFES5\0....
erars.�,.�q"m
DATE PERFORMED: /0///�/
S. as -Township, Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED? YEJ
IF VES, AT WHAT
DEPTH?
Oeplh to Mater Alter
Monitoring?
l /S" N Run)
SITE PLAN
Sec. -2S
1'
N
Se
e
SeP
4
rc
S
ire
F4
An/
S
L
See,p�vd-
E
Oat •
Reading
Date
Groes
Time
Ne
Time
D pth o
Water
Net •
Drop
pe -e. 7/a
PERCOLATION RATE
TEST RUN BETWEEN
exe-a k4 "See 6� OIewc,r
tminutes/Inch) PERC HOLE DIAMETER 6 —
FT AND
p. -/or
FT
As J fe
LuJ Sees(
„k" ,.." -J. la, ow "'iv, 724 4-e
/
ice/.ri�sF
PERFORMED BY: E•S/� Man� e^'f'r�cr rnvr I - � GJ/�pERTIFY THAT THIS _TEST _WASPERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7/4/53
72-008 (Rev. 4e85)
•
1
Air 7 9F nw
' 5
La
I Lo
In
;N
1-
a
Out
Temp
IFI
• LOOZNNe4
-
CO
COe)
0
et
LO
CD
N
CND
LOLon
O
NN
minutes
per
Pumping
Event this
Period
0.00
0.52
0.50
LOO
0
LL€)
0
0.50
0.50
0.50
0.50
0.49
0.49
et
O
0.49
d'
O
0.48
et
O
0.48
0.48
et
O
11.5.
Z
3.39
3.68
7.19
6.38
2.38
2.58
2.60
1 1.23
5.00
If)
Lri
4.48
1 5.40
364
4.41
N
Ti
t0
00
6
3.50
3.94
0
a0+ O. E5 a) ctO W o
r a •F= 0 M O
N
e
O
N
1 23.02
25.60
28.20
29.43
34.43
39.58
44.06
49.46
O
U
57.51
62.22
69.08
CO
LO
ri N
CA
LO
N
) )
1
1..
CD
w 0 a t a) v
O O. a4-' E .D ONO
na E C> a) M N
a > a CI-
w
LO
N
CO
N
21
23
O) CO
CO
CO
N
CO
00
N e-
N
N
N
LL
)
N
)
Pumping
Event
Counter
0
389
828
CO
0)
CD
O
01
V NCO
2726
CO M
MIO
O
M M
3502
4114
to
a
N
et
5297 1
5963 1
CO
Tt
CO
CO
CO
O)
CO
N N
LOO
LO CF
N
8841
CO
N
M
CO
IN
•
i
Water
Used
(gpd)
N/A
58.333
127.27
,
90.244
107.14
220
NA
VN
VN
NA
NA
z
Q
z
I-4
M
123.22
138.7
143.051
LO
d'
oi
O
!
Water
Meter
(gal)
0
700
3500
9100
12800
14300
17600
*
0
NR
17689*
Z
2428.5 I
6425
10614.5
16301
N
CD
CM
IIe
22336
Temp. IFI
ST2
N/A
N/A
51.08
50.46
47.50
52.75
53.54
50.38
te
Me
LOv
NR
50.84
58.01
58.58 1
59.47
NR
NR
NR
NR
ST1
N/A
N/A
52.71
51.70
50.23
48.57
51.00
49.63
49.70
49.08
47.26
48.82
53.70
53.75
56.01
55.17
53.12
52.51
51.66
SF4
46.07
45.80
45.31
43.22
41.23
41.58
42.61
41.03
39.71
39.96
40.54
45.14
49.74
51.90
51.04
48.17
45.31
44.06
CI
d'
N
d'
* water meter readings not accurate due
to sand particles plugging water meter.
N/A Not applicable
NR Not recorded
SF3
47.15
46.78
46.64
44.15
42.02
42.76
43.74
41.26
39.93
40.63
41.87
46.91
51.74
53.66
(O
00
Ln
48.46
46.07
44.82
43.31
SF2
47.57
47.33
47.33
44.82
42.31
43.711
44.21
41.08
40.01
40.88
43.10
48.46
53.41
54.86
52.42
48.28
45.87
45.21
44.06
SF1
41.14
43.16
36.07
35.18
134.12'1
34.40
33.94
25.51
27.25
32.70
46.98
56.79
59.32
59.17
N
OD
O)
ct
OD 07 M
M. M O)
O) O LO
f') 01 M
LO
M
LO
M
Date
9/30/93,
10/12/93
11/3/93
12/8/93
1/18/94
2/1/94
2/16/94
3/2/94
3/10/94
4/11/94
5/16/94
6/16/94
7/18/94
8/16/94
ct
0
LL ]
..
O)
a s ct
CO CO O)
O) O) CO
-. N -.
O r- N
r-
LO
cn
N
-.
.-
Berg M rt LO CD n OD O) O r- CI MCO
.- e- r- r- e-
Z
n
e-
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e- e- N
N
Ni
N(
Lot 140, T15N R2W Section 25
N 0) N
V) V) (1) CD Cr) 0)
❑ • U
w LL
N t-
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leth
1
100
a WM I EMI%
I I MIEM NS
Ea*
aininiffinin
it war
ir
son NIMMalatt
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(11111*74' ear wisais,
artramma
al Sat! jet
1
oo 0 0
0 0 0 0
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LL
a
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W
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0
0
0
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0
0
0
0
6 0
96/1 1/1.
46/6 l/Z L
46/6Z/L L
176/61./01
46/91/6
4619 L/8
46/8 L/L
46/91/9
46/91/9 fr-
46/11/4 0
46/0 L/C
46/Z/E
46/91/Z
176/1/Z
46/8 L/1
E6/8/Z
E6/E/ L L
£6/Z1/0 L
E6/0£/6
elect
\ MUNICIPALITY OF ANCHORAGE
•\
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-472.0
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
� /
�/,,
rinar el. ea(5eK
PHONE
rL,/ 9/9
■ NEW
— 'UPGRADE
MAILIN/�0G DDR S
fJt a55'7 rf--) P-ra5 9"9509
LEGAL DESCRIPTION
/-1:3 /v P a cc) 3-. 2 !_! CI 6
LOCATIONj /
S.4 ti_ 6- o co . /
NO. OF BEDROOMS
SEPTIC
TANK
DISTANCE TO:
Well
Absorption area
Dwelling
PERMIT NO.
7irq(11 n I nA
Manufacturer
Material
No. of compartments
Liq. capacity in gallons
IF HOMEMADE:
Inside length
Width
Liquid depth
ta -
2 z <
DISTANCE TO:
Well (6 7
Dwelling 6o
PEFjQAI )1n1rA
Manufacturer /' r�
(�
P�
Material e %
Liquiduucapacity in gallons
TILE
DRAINFIELD
TRENCH
DISTANCE TO:
Well
Foundation
Nearest lot line
PERMIT NO.
No. of lines
Length of each line
Total length of lines
Trench width
inches
Distance between lines
Top of tile to finish grade
Material beneath tile
inches
Total effective absorption area
SEEPAGE
PIT
Length
Width
Depth
PERMIT NO.
Type of crib
Crib diameter
Crib depth
Total effective absorption area
DISTANCE TO:
Well
Building foundation
Nearest lot line
u'
�
Class
Depth
Driller
Distance to lot line
PERMIT NO.
DISTANCE TO:
Building foundation
Sewer line
Septic tank
Absorption area(s)
OTHER
PIPE MATERIALS/
D303((
SOIL TEST RATING
1 Cztf coJtZi
X76
4
.t/0
_KO°
O
T
ta--7_00
L
A
IN TALLER
ELLS%(C. /YP.
I� Alf S -/ Liciles6 Al
Pt
C7
P
G
Cry�Gr
>
REMARKS
(
G
V
VVV60
L4
nae
S'
L
f\
CJ mi OseSS/oo / /'cc Pew
_—
i e 6L{(,C azs //n aJC'!T//1 Cr
LoG
Q
- fit? ..s- Dic/c/ea /St
APPROVED DATE LEGAL
<, n q�t.L�icit /5/e2 - 7ie5it) t2 c.J 31- as t /Vo
72-013 (Rdal. 3/72)
Permit #
MUNICIPALITY OF ANCHORAGE,
Department•"�f Health and Environmenta� Protection
825 Street, Anchorage, AK. '9501
264-4720 /�
#
* # HANDWRITTEN PERMIT * *l,s c, fild41J5
WELL /.AND/OR ON-SITE SEWER PERMIT
Applicant: eK O n J /Cat ser Mailing Address: Po 6 cicti-)5g
Location: Sa�,,6ou�-e Phone Number: �C� -/Cll
cY
5'77
Legal Description: / 611J jQ aC.J C • aC L 7 O Lot Size: 33O k 33(T
Type of Soil Absorption System Is:
Trench: Drainfield: Seepage Bed: Holding Tank:
Maximum Number of Bedrooms: . Soil Rating(sq.ft/br) J 620 le- j 0)
The Required Size of the Soil Absorption System Is:
DEPTH .LENGTH GRAVEL DEPTH WIDTH
The length
depth of a
the bottom
The gravel
the bottom
* *
dimension is the length(in feet) of the trench or drainfield. The
trench or pit is the distance between the surface of the ground and
of the excavation(in feet). There is no set width for trenches.
depth is the minimum depth of gravel between the outfall pipe and
of the excavation(in feet).
REQUIRED IC(HOLDING) TANK SIZE = 2000 GALLONS *
Permit applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the number
of residences that the well will serve.
Oh .# INSPECTIONS ARE REQUIRED * * *
Backfilling of any system without final inspection and approval by this department
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 feet
for: a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25 feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * * PERMIT EXPIRES DECEMBER 31, 1 9 3 2
r certify that:
(1) I am familiar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage.
(2) I will install the system in accordance with codes.
(3) I understand that the on-site sewer system may require enlargement if
the residence is remoyleled to include more that 3 bedrooms.
-2// y��z
S gnea f 217744.-orL TAIA- _- -c Issued by:
Applicant
SWP/024(1/81)
Date:
ty✓✓ yuc.x,—pc, l�
( c_cx,4„ ,1 �u�-,4, 30 d 5 , J
Permit # "
MUNILIfALI1Y Ul ANLhUKAut
Department of Health and Environmental Protection
Street, Anchorage, AK. '99501
264;4720
HANDWRITTEN PERMIT
WEL=ND/OR ON-SITE SEWER PERMIT
825 '1J
Applicant: %e/r}':/Cat Ser
Location: S'an.B©{�3-p-e
Mailing Address:
Phone Number:
0
O
(2-cfsa5
P6 6 amici-
-/979
ON)
Legal Description: / 5111 te D (a S • a5 L 7 410 Lot Size:
Type of Soil Absorption System Is:
Trench: Drainfield: Seepage Bed: Holding Tank: x •
Maximum Number of Bedrooms: Soil Rating(sq.ft/br) '/ 330 f-;(�
33o k3ST .-•
The Required Size of the Soil Absorption System Is:
DEPTH .LENGTH GRAVEL DEPTH WIDTH
The length
depth of a
the bottom
The gravel
the bottom
* t*
dimension is the length(in feet) of the trench or drainfield. The
trench or pit is the distance between the surface of the ground`dnd
of the excavation(in feet). There is no set width for trenches.
depth is the minimum depth of gravel between the outfall pipe and
of the excavation(in feet).
REQUIRED - C(HOLDING) TANK SIZE = 20(0 GALLONS
*
Permit applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the number
of residences that the well will serve.
Dh#
f
*
Backfilling of any s
will be subject to p
# INSPECTIONS ARE REQUIRED
Minimum distan.Ja be /j
for a private well
of public well. M
is 25 feet and to
and must be return(
Other requirements
available to insur
L certify that:
(1) I am fa
set fol
(2) I will
(3) I under
`final
c.
* * *
inspection and approval
by this departmen
ewage disposal system is 100 fee
is well depending upon the type
n well to a private sewer line
aet. Well logs are required
0 days of the well completion.
.d construction diagrams are
- °arnfrett 31, 1 9 32
or -1
* * *
for on-site sewers and wells as
norage.
nce with codes.
system may require enlargement if
the residence s ren, le more that 3 bedrooms.
Signed. [217714-011_ 4.A r .e4_12..c. Issued by: C-77,' 7e-- 2 -GO
Applicant
Date:
27
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