HomeMy WebLinkAboutTHE TABLELANDS BLK 8 LT 1The Tablelands
Block 8
Lot 1
#051-801-41
Municipality of Anchorage
..
Development Services Department
Building Safety DMsion +•
On-Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www.d.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number. 040235 PID Number. 05180141
ice. Dennis Tol
Wastewater System: 0 New ❑ Upgrade
Ada"` PO Box 670590, Chugiak, AK 99567
ABSORPTION FIELD
pr� 688-5204 Nwnbwofftdw w 4
ODwTrwWtt7S,WbnTrwWt❑e.a ❑rewm ❑oow:
LEGAL DESCRIPTION
Sciol
` 0.45
Ta"opA�m a 7
amm,
F,,
Bbtl W. 5ardv"W:
8 1 The Tablelands
Dtptebpipf fYMn, fan am" ll`'
emM MVA O«Wtl,pq.
4.7 Ft.
4 FL
T"Wnp: Rape: Swaan:
Fa sikW flow atpn" pfef:
GrA"LwgA.
0.0 Ft.
2 @ 67 Ft.
Well: ElNewFL New ❑ Upgrade
5
wro« pw.
0W m.«,t
115 FL
Clssvk�(P -.A. S. C):
Ta"DeFA: GW V.
T"abeerMnflK
P"rMW".
community water system I
Ft. FL
1340 Fe
PVC
Dr..r
Dow DOW SWKWww. Lew.
b.trW
Badger Excavating
Dw,n"wa.
7/8/04
FL
VwN.Pant/
S".L
ca." AO Grw".
TANK
GPLt
FI.
FL
SEPARATION DISTANCES
El Septic ❑Holding ❑S.T.E.P. 13 Other.
To
Septic
Absorption
Lift
Holding
lublidlPtiale
' ..
"""-
Fran
Tank
Field
Station
Tank
Sewer Uns
Greer
1250 G".
wt«t"
w a co V« M.
wa
na
na
na
na
na
steel
2
Smeeew"
na
na
na
na
LIFT STATION
La LAe
50'
35'
na
na
G"
'PWpai tA"el
'Pump otr ".a ".
,,pn «w«"wm el
FaFnleum
10'
20'
na
na
in
A
b.
Pump L41u 6 Moa"
EWtral fvgawa pwbrmM W
cateot Dnn
na
na
na
na
1w" Test hole MT (AKTH#1) was In place (had been reported to have
BENCH MARK
Loawn w Dew�pw+
been knocked over). Was probed at time of installation of
Nail in Vee near trench (temp BM).
SAS to depth 15.5' and found to be dry.
wan.
FL
100.0
A4 f1
OF
WqS,,G
.�.�
L4_9��i
Inspections performed by: Kent Sheets. AK Rim Engineering' Ina Dates: 1" 7/8/04 TH
2nd
Developm Int Services Department Approval Ma L. Shreves
J� �. CE 9351
Reviewed wed approved by Date: ',��I�
and
C01 CO2 CO3 C04 C05 C06 MT1 MT2
A 18.5 27.8 38.2 22.5 67.7 60.7 69.2 61.9
B -- -- -- -- 47.4 32.1 47.9 33.1
C 35.4 48.0 63.1 46.3 -- -- -- --
UNSUBDIVIDED
ZA13EL FLOW SPLITTE LOT 1 ,
413.90'(C) �g 1,250—GAL SEPTIC TANK CA
�a� M 40,000 S.F.
33' SECTION LINE EAM
6'fFEPLACEMENTn
— — — — — --------7-
��-- ---------Q Z -
y\� C01 D /FS•=50•
�V p ONE STORY //\tF iP
LOT 2 s s��
3LOCK ®'
ONE STORY
DWELLING w/
DAYLIGHT
11
U.C. CANT
ELECTRIC STAN //
/
THyt BUILDING / 15
NATL /
ACAS
GRAVEL
DRIVEWAY,,
L
/ 50' RADIUS TEMP
TURNAROUND TO
AUTOMATICALLY \
WHEN STREET IS
ZZ
LEGEND:
(C) -CALCULATED DATA
(M) -MEASURED DATA
(R) -RECORD DATA
U.G.-UNDERGROUND
o00Dp s P.O. BOX 2749
vo
o� 8IJ! PALMER, ALASKA 99645
P(E.�F• A�;9f�a ENC EE INC PHONE: (907)745-0222
. Fq�d� FAX: (907)746-0222
49TH •••••:*'D W.O. 0400581 DATE: 2/8/05 SCALE: 1" = 50' FILE: 04-005e
.....p
c ��.... .......-
;. M y L. reves ,� p LOT 1, BLOCK 8, THE TABLELANDS SUBDIVISION.
icr.,•• CE 9351 'fid PLAT No. 2004-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE.
QQ �fp •••..••..•••'q EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE
Qdn�?ROFESSI�?dd" RECORDED PLAT ARE NOT SHOWN HEREON.
INni 0/ Uy t 41J./b �U) 1FIJ./J
FLOW DIVERTER
1,250 -GAL SEPTIC TANK 4(
Q 1 R ACEMENT F LD
..t1
0 F
.0'
'1, 0 30 AKTH#1
•�6 • CO ti� h CO
S ti M 1�. •s.
�J s
_l/ J � �k c, 1�h •Sly I �
i N
SEPTIC SYSTEM PLOT PLAN
FIXED FINAL GRADE FINAL GRADE
/ unk ft. 103 4ft"/ 100.0 ft.
AKTH //1
%:-9f
t.
95.3f ,
91.3 f
DATUM (TEMP.) = NAIL IN TREE NEAR TRENCH = 100.00 ft.
84.5 ft.
NO GW
SEPTIC SYSTEM PROFILE
40oo�0�D�� SEPTIC y P.O. BOX 2749
PALMER, ALASKA 99645
AS BUILT ENC EE tNC. PHONE: (907)745-0222
••• •'•. '7 FAX: (907)746-0222
•' `}9�H �,,�D� W.O. 0400581 DATE: 7/26/04 SCALE: 1" - 30 FILE: 0400581-WWAS
I.; •L ShrLOT 1, BLOCK 8, THE TABLELANDS SLIBDMSION,
?� f •,.• CE 9351 ti d PLAT No. 2004-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, AK
QQQa4�p�oo o O�'o EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE
RECORDED PLAT ARE NOT SHOWN HEREON.
SHEEP 2 OF 3
�;
I eh am e pipe
a
\j:ou
�■ _••
•
TRENCH DETAIL
Nal. t
NOTE: TEMP. ELEVATIONS (BASED ON TEMP. DATUM)
ELEV. 100.0'
:..L.u.a
pwd .vfr
my os e•
4'
.a..B.. •.•u
was MWmam m..um r.e I» e...+ a t..L ELEV. e•.e
1.4
BOTTOM TH
TRENCH SECTION
MONITOR TUBE
DETAIL
mi
go�pOODOpp DETAILSk P.O. BOX 2749
A pF A DD wy PALMER, ALASKA 99645
Q p(E.••••••.�yf➢� ENC EE INC. PHONE: (907)745-0222
=c,�:'••• •••;Fq�O� FAX: (907)746-0222
49TH X00 7-0040 )581 DATE: 7/27/04 SCALE: nts FILE: 0400581—WW
.................:...p
•f Mary Shreves LOT 1, BLOCK 8, THE TABLELANDS SUBDIVISION,
? f CE 9351 � d PLAT No. 2004-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE, ALASKA
�QQQ� ?RQFESSI�pd� RECORDED PLATEASEMENTS OFRARE ECORD NOTSHOWN HEREON.E SHOWN ON THE
Municipality of Anchorage
NuINLC �4 V' f
:��:. .� �
•9Building
Development Services Department
DMsion
THOo-Sile
Safety
Water and Wastewater Program4700 South Bragaw St.P.O.
8
Box 196650 Anchorage, AK 99519-6650
y L. Shreve.www.muni.orglonsile
L.*
(907) 34J -791M
CE 9351Soils
Log - Percolation Test
HOF •••�oHP`�.�``
►�taa
Performed For. Dennis Tol Date Performed: 7/8/04
Legal Description: Lot 1, Block 8. The Tablelands Township, Range, Section:
5
&F
10-
11-
12-
13-
14-
15-
16-
17- L_
18- W YY1 r
19-
Site
WAS GROUND WATER
ENCOUNTERED? NO
8
IF YES, AT WHAT DEPTH?
L
O
Depth to water After
P
Monitoring?
E
Date: 7/8/04
PERCOLATION RATE (m`w"~) renes nv�c �iwnc,cn
TEST RUN BETWEEN FT AND FT
COMMENTS GWmona scent Only
PERFORMED BY: Kent Sheets. AK Rim Engineering, IM 1 Mary L. ShreveS, P.E. CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 1/10105
m
m
n
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NOTES:
1. THIS
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I
CE LOCATION STANDARDS. I
ENTS & CONDITIONS ON THE DATE OF SURVEY.
)UNDARY SURVEY & IS SUBJECT TO ANY
SURVEY MAY DISCLOSE.
EXCLUSION NOTE: IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS,
OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD
ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES.
AS -BUILT ALAS'!- P.O. BOX 2749 PAGE 1 of 1
t�•pF•ALqRIN PALMER, ALASKA 99645
ENC EE INC. PHONE: (907)745-0222
C7P'7 q FAX: (907)746-0222 F.B. 05-03
.. 49TH �V ....... W.O. 0400581 DATE: 1/12 04 SCALE: 1" = 50' FILE: 04-00581AS
I HEREBY CERTIFY THAT A MORTGAGE INSPECTION WAS PERFORMED
cRober J. •, . Former • • •.{ • UNDER MY DIRECTION ON THE FOLLOWING DESCRIBED PROPERTY:
r . : o LOT 1, BILK 8, THE TABLELANDS SUBD.
'f,••, roars -s rar PLAT No. 2004-25, ANCHORAGE RECORDING DISTRICT
rq�O;;.......... `''aC i, EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE
RECORDED PLAT ARE NOT SHOWN HEREON. DATED AT PALMER,
ALASKA, THIS 13th DAY OF JANUARY, 2005.
Jan 07 05 11:26a FILASKr1 RIM
•r Alaska
[9071746-0222 P.1
Rim Engineering,
Inc.
Engineers - Planners- Surveyors
DATE: —1171-15— TIME: —4M—
FROM: A907) 745-0222
P.O. Box 2749 laska Rim ineering, lnc. FAX: (907) 746-0222
Palmer, AK 99645 E-MAIL: iikrimRalaskarim.com
TO: �/GL- i P PHONE: -
i'1'J FAX: 7f -r'7
Total number of pages, including cover sheet /
rljp44 �, 711 e TaP/�l�
COMMENTS:
yyi {
6e,l, i �i tTJlLsc �i�t
THANK YOU
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Permit Number: SW040235
Legal Description: l[The Tablelands Block 8 Lot 1 '.1
Date Issued: Jul 01, 2004
Expiration Date: Jul 01, 2005
Parcel ID: 051-801-41
Design Engineer: 0032 Alaska Rim Engineering Site Address: Unknown
Owner Name: Dennis Tol Lot Size: 40000 SO. FT.
Owner Address: PO Box 670590 Total Bedrooms: 4 Permit Bedrooms: 4
Chugiak , AK 99567 -
This permit is for the construction of:
❑✓ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction must be in accordance with:
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 DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
S. The following special provisions.
During excavation 7 -day water monitoring must be completed
Received By:
Issued By:
�\ Date: O
Date: /-0!/
\ Municipality of Anchorage
1 O♦ �Y•
�. Development Services Department
Building Safety Division '
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.orglonsite
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. pC::;1'-"<�- Q 1 vL1I PermitNumberSW 6�
Property owner(s) Dennis Tol Day phone 351-0188
Mailing address (1) PO Box 670590, Chugiak AK
Mailing address (2) Zip Code 99567
Legal description (Lot, Block & Sub'd.) Lot 1, Block 8, The Tablelands
Legal description (Section, Township & Range)
Lot Size 40,000 sf AcreslEFt.
THIS APPLICATION IS FOR:
Number of Bedrooms
Sewer Only El Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub 13 Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and Is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit Fees:' 4.3 Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number. 5U /� X11 Receipt Number.
(Rev. 12=) LL I Si/_ C, -g-
(AVasha
Tall
engineching, On.
Phone (907) 745-0222
Fax (907) 746-0222
akdm®rogershsa.com
June 22, 2004
Mr. Dan Roth
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water and Wastewater Program
PO Box 196650
Anchorage, AK 99519-6650
RE: Lot 1, Block 8, The Tablelands Subdivision
On -Site Sewer Permit Application
AK. Rim Engineering Ref. No. 04-00581
Dear Mr. Roth:
P.O. Box 2749
Palmer. Alaska 99645
The owner of the above referenced lot is proposing to construct a 4 -bedroom single
family dwelling (see attached Plot Plan). The proposed dwelling is to be served by a
community water system and a private septic system. With this letter we are requesting
plan review and a permit to install an onsite septic system to serve the proposed
development.
DESIGN SUMMARY
Solis
Two test holes were excavated on June 8, 2004, within a 30 -feet radius of the proposed
onsite drainfield and replacement field (see attached Septic System Plot Plan). Test
Hole #1 (AKTH#1) was excavated to a depth of 15 feet below grade, and Test Hole #2
(AKTH#2) to a depth of 17 feet below grade. Two monitor tubes were installed on June
4, 2004, for verification of groundwater, adjacent to the test holes that were dug on June
8, 2004, and were set at the same depths as the test holes. Groundwater was not
encountered during the excavation of the test holes, and there was no groundwater
detected when the monitor tubes were probed on 6/8/04. After a minimum 4 -hour
presoak, percolation tests were conducted between 5 feet and 6 feet in each test hole on
June 8, 2004.
The attached Soils Log — Percolation Test forms show the approximate location of the
test holes. The soils were rated in the field as SM, silty sand. For AKTH#1 the
percolation test indicates a soil percolation rate of 24 minutes per inch which translates
to a wastewater application rate of 0.6 gpd/sgft. For AKTH#2 the percolation test
indicates a soil percolation rate of 34.3 minutes per inch which translates to a wastewater
application rate of 0.45 gpd/sgft. Applying the higher application rate, 0.45 gpd/sgft, for
Engineers • Planners • Surveyors
Mr. Dan Roth, MOA
Page 2
June 22, 2004
this design, the proposed drainfield will be designed within the 30 -feet radius of these
test holes.
Trench Design
The following is a summary of the proposed design of the trench SAS:
Percolation rate:
Soil application rate:
Number of bedrooms:
Daily wastewater flow:
Drainfield:
Septic tank:
Minimum absorption area:
Total depth (max):
Effective depth:
Width:
Reduction factor.
Minimum length:
Effective absorption area:
Topography
34.3 minutes/inch
0.45 gpd/sgft
4
600 gpd
5 -wide type drainfield
1,250 gallons
1334 sgft
lift
4 f
5 i
0.50
2-67ft
1340 sgft
The topography of this lot is such that the lot slopes gently down from south to north.
There does not appear to be any slopes 25% or greater on the lot. The onsite septic
system will be constructed perpendicular to the contours of the slope.
Surface Water
There are no surface waters within 100 feet of the proposed septic system.
Surrounding Properties
This property and the parent subdivision will be served by community water system. We
are unaware of any adverse impacts this installation would have on adjacent wells or
septic systems. Development on this lot will not preclude development of wells and
septic systems on neighboring lots in the future.
If you have any questions regarding this report or its recommendations, please feel free
to contact me.
Sincerely,
ALASKA RIM ENGINEERING, INC.
u`
Mary L. Shreves
Professional Engineer
M11111
OFA
WL. Shreves
CE 9351
....
Mr. Dan Roth, MOA
Page 3
June 22, 2004
CC: Dennis Tol
AK Rim Engineering File No. 04-00581
Attachments:
• MOA On -Site Sewer /Well Permit Application Form
• MOA Soils Log — Percolation Test Form (2)
• Plot Plan (3 pages)
PERMIT NUMBER
V 114 Lj V LLl v 11/1�j1J
PID NUMBER
N89.57'09"E 413.76'(C) 413.73'(R)
LOT 1
40,000 S.F.
_SECTIONIINF,�A�S N ------r— _---------
I s�
v
1>
1 "=40/ /
S,�r.•-
49TH
.................
it
/(S(;
SITE PLAN
me. filmli
PROPOSED /
DRIVEWAY /
50' RAD
TURNA
AUTOMA'
WHEN S"
TO VERIFY PROPOSED
EXISTENCE OF ANY
PLAT.
AS P.O. BOX 2749
RtL PALMER, ALASKA 99645
E INC PHONE: (907)745-0222
FAX: (907)746-0222
ATF- A/99/04 SCALE: 1- = 40' FI
YL Shreves ,� d LOT 1, BLOCK 8, THE TABLELANDS SUBDIVISION.
CE 9351 'd PUT No. 2004-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE,
EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE
RQFESS1�R�d" RECORDED PLAT ARE NOT SHOWN HEREON.
PERMIT NUMBER
1 "=30'
PID NUMBER
UNSUBDIVIDED
=100' N89057'09"E 413.76'(C) 413.73'(R)
LO`
ZABEL FLOW SPLITTER�,��, 1,250 -GAL SEPTIC TANK 40 0(
CION_ LINE EASEMFN ,—,aW`=�
RISER
EL=129:
LACEMENT LD P
'— D
1,1 AKTH
=127'
kPROPOSED
ONE STORY
DWELLING
°�\ EL=135'-J /
SEPTIC SYSTEM PLOT PLAN
:nY"°r...."
F
3 OCI
EL=135' l/
/ , N6
SEPTIC SYSTEM PROFILE
oopo040 SEPTIC s P.O. BOX 2749
NM PALMER, ALASKA 99645
�➢QD ENC EE INC. PHONE: (907)745-0222
Fy �� FAX: (907)746-0222
49TH....:.* �D W.O. 0400581 DATE: 6 22 04 SCALE: 1 " = _3FFF
. ................ o
L Shreves • d LOT 1, BLOCK 8, THE TABLELANDS SUBDIVISION.
9351 PLAT No. 2004-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE,
•..•••'•'o EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE
n.SS10Na:s RECORDED PLAT ARE NOT SHOWN HEREON.
PERMIT NUMBER
p.faeW a• /R
... 0e ,
w.r net
PID NUMBER
t..w wx.r as.
aaaamm
Y,IeG .1•.rel LL
...t a r e.m oV• 1 -,.LL
"m a' All. W.
w nc o.s ao 2 ® 67'
WIDE DRAINFIELD
�.�• �: an monw t�LL PLAN VIEW
(.num o ,oa ., e.m. aMneMej
TRENCH DETAIL
oe.e a
MW k Yedw. ave.eUm at•U M ,w r U 1•d.
Mw a: Mt .,..a
nsv. Ize.o'
TRENCH SECTION
4'
eff n a.ous
5' t
v
prte.we T,c
SECTION X—X
iii
M-1 IIIII7r...
MONITOR TUBE
DETAIL
m
o• e
e..r net
g00000ppp� DETAILS S P.O. BOX 2749
o
OF Jum PALMER, ALASKA 99645
o PSE......••:q�.Da� SNC EE INC. PHONE: (907)745-0222
?c,�:'•Fq d� FAX: (907)746-0222
tr? 49TH..••'; �0 W.O. 0400581 DATE: 6/22/04 SUBDIVISION. nts FILE: 04005
L•Shreves d LOT 1, BLOCK 8. THE TABLELANDS SUBDSION.
• CE 9351 PLAT No. 2004-25, ANCHORAGE RECORDING DISTRICT, ANCHORAGE,
iQQQ� P ......••ped EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE
dn�_�FESSI� �d RECORDED PLAT ARE NOT SHOWN HEREON.
1
V -14 -
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw SL
P.O. Bax 196650 Anchorage, AK 995196650
www.munl.orglonsne
(907) 3437904
Soils Log - Percolation Test
Pedarmed For. Dennis Tol Dale Pere.
Legal Description: Lot 1, Block S. The Tablelands Township, Range, Section:
9
Depth
11
6w- (AQ
lyl SCPtY Ca
�GbbIPS,);ud r
rilDia,k (� ✓✓l,
1
17-1 1 AID 6 W
P1
WAS GROUND WATER
Date
ENCOUNTERED? No
Net Tkne
Depth to Water
a
IF YES. AT WHAT DEPTH?
L
o
Depth to Water AMr
30
IbnaaNp? NO
E
Date: 618104
—
Reading
Date
Gross Time
Net Tkne
Depth to Water
Net Drop
1
6/8/04
1534
30
6-518 in.
2
—
1605
—
6-5/161n.
3
—
1636
—
6-1/4 In.
1-1/4 In.
PERCOLATION RATE 24 FERC HOLE DIAMETER at.
TESTRUNBETWEEN 6.0 FT AND 6.0 FT
COMMENTS Presoak 4 oaaa. Mm br ae. tm war am er pw I&- W "s W m Ab" 4.2004, b a deoar ar 7S lest e.bw Vsft AKTwt eua 8480Wa ID nO L10 kb
PERFORMED BY: I CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
Municipality of Anchorage
Development Services Department
Building Safety Division
yam.
On -She Water and Wastewater Program
47DO South Bragaw SL
P.O. Box 19665D Anchorage. AK 995IMSO
www.munioryonshe
(907) 343-7904
Soils Log - Percolation Test
Perfomred For. Dennis Tol
"Atilt,
OFsti
'I//L. Shreves
CE 9351
pROFFSSIONP
Date Performed: 6/8/04
Legal Description: Lot 1, Block 6, The Tablelands Township, Range, Section:
RK7'4#A
I Depth I
3-
4-
5-
-reg+ 6 r
7-
8-
9-
10-
11-1
12-
13-
14-
15-
16
8-9-
10-
11-
12-
13-
14-
15-
16
17 -
Silk NO
She Plan
'-qi1 15171(d W1
gYav� l I CCC r 1
Cold lot e y 7 91 i P- WAS GROUND WATER
Vtl� I�7i- ENCOUNTERED?
Lhv11� IF YES. AT WHAT DEPTH?
Depth to Water After
Monitoring?
0. -TQ
No &w
No
a
L
0
No P
E
Date: 6/8/04
Reading
Date
Gross Tkne
Net Time
Depth to Water
Net Drop
1
6/8/04
1538
30
67/8 in.
2
—
1609
615/16 in.
3
—
1640
—
6-7/8 in.
7/8 in.
PERCOLATION RATE ar.a Im`.rwrnl FERC Ht7lE VI TER 6
TESTRUNSETWEEN 5.0 FT AND 6.0 FT
COMMENTS Pmeak 4 han. Mnaor ab bwWkatbn appawwter as rt on Aar 4.7004. toa dw>A a 17 MM two. pan.. AKTHR dug 040e to morwor k"
PERFORMED BY: I CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: