HomeMy WebLinkAboutSCIMITAR #1 BLK 2 LT 6B0 *tar
cimi I
Block 2
#051 � 1320W92
i
it•=� MAR 0 6 2O it
Municipality of Anchorage
Community Development Department Page 1 of 3
On -Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 - http://www.muni.org/onsite • (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: SW100032 PID Number: 051-132-92 ✓❑ New ❑ Upgrade
Name:
ABSORPTION FIELD
J: JENSEN
❑ Deep Trench ❑✓ Shallow Trench ❑ Bed ❑ Mound
Address
NHN WHALEY AVE, CHUGIAK, AK 99567
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
907-764-8003
4
1.2 GPD/SF
4.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
2.0 Ft.
Gravel depth beneath pipe
2•OFt.
Subdivision Block Lot
SCIMITAR #1 2 6B
Fill added above original grade
1.0-1.5 Ft.
Gravel length
76+ Ft.
Township Range Section
Gravel width
5.OFt.
Beds: Number of Lines
N/A
Distance between lines
N/A Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Lift Station
Tank
Line
542+ Fe
2
15+ Ft.
Well
100'+
1001+
N/A
N/A
25'+
TANK El Septic ❑ S.T.E.P. [:]Holding ❑ Other
Manufacturer
GREER
Capacity
1 1250Gal.
Surface Water
100'+
100'+
N/A
N/A
Material
STEEL
Number of compartments
2
Lot Line
51+
10'+
N/A
N/A
NA
Foundation
5'+
10'+
N/A
N/A
LIFT STATION
Manufacturer
N/A
Capacity
N/A Gal.
Curtain Drain
N/A
N/A
N/A
N/A
Pump on level at
Pump off level at
High water alarm at
Remarks
N/A in.
N/A in.
N/Ain.
Pump make and model
Electrical Inspections performed by
N/A
N/A
PIPE MATERIAL House to tank D3034 drainfield Tank to
D3034
Installer
HOMEOWNER - JENS JENSEN
Drainfield D3034 CO/MT D3034
Inspector GARNESS ENGINEERING GROUP, LTD.
BENCH MARK (Assumed elevation) 100.00ft
Inspection151 5/13/10 5/13/10
Location and description
2nd
TOP OF WELL HEAD
3rd 5/14/10 4th
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
;:,Engineei s` roaa..�
Conditional Approval: Date
4
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. ..: .. ...• ..........:........
�.... ..................•: spy'
ness
- r:,:• J ff a cher G : e
(: -7�5v ,:v Fii
ApprovedVL__FDate
Inspection Report 1-1-12.doc
PERMIT NUMBER: AS BUILT DRAWING PARCEL INUMBER: l
SW 100032 051-11 32-92
NEW DRAINFEI
WHALEY AVE
NFW WFI I
C04--Mh J ` --
GEG TH#1 C01 FS FCO A
- J��N NEW 1250 GALLON
oma h SEPTIC TANK.
CO2F--_-� M71 -
ALTERNATE DRAINFIELD. WILL
REQUIRE THE USE OF AN
ADVANCED WASTEWATER SYSTEM.
DRAINFIELD DESIGN 3 FEET DEEP
BY 5 FEET WIDE BY 45 FEET
LONG WITH 2 FEET OF MOA
APPROVED SAND FILTER AND
0.5 FEET OF EFFECTIVE (225 SQ.FT
A.R. ENG TH# i
i
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WESSITE: w-go-mmnginwinq.-
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: I
JENS JENSON 764-8003 2 OF 3
LEGAL DESCRIPTION: DRAWN BY:
SCIMITAR SUBDIVISION #1; LOT 6B, BLOCK 2 J.L.M.
TYPE OF WORK: DATE:
AS -BUILT DRAWING FOR WELL AND SEPTIC SYSTEM 2/29/2012
(Rev. 01105)
_j
NOTE: E.R. ENG TH#3 LOCATION WAS
APPROXIMATE ON DESIGN. ACTUAL
LOCATION IS AS SHOWN.
.. . f.. y ........ ness.* ...
CE 12�l795,�
�4Q�n?r o f e s s!on�o�/
A
B
C
ST1
22.50
32.94
56.33
ST2
28.74
30.99
57.14
DBL1
31.41
31.05
57.89
DBL2
34.69
31.19
58.78
FS
41.23
30.11
58.62
C01
45.30
33.25
61.76
MT1
66.10
52.07
80.00
CO2
82.17
66.06
93.00
CO3
53.29
31.23
57.42
MT2
70.02
49.26
74.76
C04
91.68
70.60
94.81
WELL
106.75
88.14
65.04
� E.R.
ENG TH#2
\
NEW DRAINFEI
WHALEY AVE
NFW WFI I
C04--Mh J ` --
GEG TH#1 C01 FS FCO A
- J��N NEW 1250 GALLON
oma h SEPTIC TANK.
CO2F--_-� M71 -
ALTERNATE DRAINFIELD. WILL
REQUIRE THE USE OF AN
ADVANCED WASTEWATER SYSTEM.
DRAINFIELD DESIGN 3 FEET DEEP
BY 5 FEET WIDE BY 45 FEET
LONG WITH 2 FEET OF MOA
APPROVED SAND FILTER AND
0.5 FEET OF EFFECTIVE (225 SQ.FT
A.R. ENG TH# i
i
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WESSITE: w-go-mmnginwinq.-
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: I
JENS JENSON 764-8003 2 OF 3
LEGAL DESCRIPTION: DRAWN BY:
SCIMITAR SUBDIVISION #1; LOT 6B, BLOCK 2 J.L.M.
TYPE OF WORK: DATE:
AS -BUILT DRAWING FOR WELL AND SEPTIC SYSTEM 2/29/2012
(Rev. 01105)
_j
NOTE: E.R. ENG TH#3 LOCATION WAS
APPROXIMATE ON DESIGN. ACTUAL
LOCATION IS AS SHOWN.
.. . f.. y ........ ness.* ...
CE 12�l795,�
�4Q�n?r o f e s s!on�o�/
PERMIT NUMBER:AS AS -BUILT DRAWING PARCEL INUMBER:
SW100032 051-11 32-92
INSULATION
FINAL GRADE = 100.79
ST1 ST2
ATTIN INLETANK n 97.70 / AT OUTLET TOP OF TANK
97.65
INVERT OF BUNG
AT INLET = 97.26
NOTE: ALL EFFECTIVE DEPTH
IS BELOW ORGANIC LAYER.
AR CO
INSULATION
FILTER FABRIC
GEG
TH#1
NEW 1250 GALLON
SEPTIC TANK
INAL GRADE INSULATION
97.05+ FILTER FABRIC
IFORIGINAL GRADE
O HIGHEST
POINT= 95.63
-INVERT OF BUNG
AT OUTLET = 96.86
I.IT CO FINAL GRADE
= 98.70+
ORIGINAL GRADE
O HIGHEST GEG
POINT= 97.50 TH#1
RELATIVE ELEVATION OF BOTTOM
OF TESTHOLE = 86.50 (DRY)
RELATIVE ELEVATION OF BOTTOM
OF TESTHOLE = 84.63 (DRY)
..,. 4__7
OF �S
•. 0
Ltd.
GARNESS ENGINEERING GROUP, ��.' 4 T yi
D*.
CONSULTANTS& GENERAL CONTRACTORS """" "'
13701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 WEBSITE: www.gorness,ngineering.com a
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: O
JENS JENSEN 907-764-8003 3 OF 3 f re A. Gorness:
LEGAL DESCRIPTION: DRAWN BY:Q 9. E-795
SCIMITAR S/D #1; BLOCK 2, LOT 66 J.L.M. 4�� Pl. ' '•ZZg1.4Ci
o
TYPE OF WORK: DATE: DO Profess'O('
PROFILE AS—BUILT OF NEW SEPTIC SYSTEM 2/29/2012
�40000��
(Rev. 01/05)
Well Log
Permit Number: #SW 100032 Dateoflssue 4lia/20io Parcel Identffication Number: osi-132-92
Date Started: 5171i010 Date Completed: 5114010 Is well located at approved permit location? Eyes EJNo
Property Description SCIMFTAR#1 Lot 68 Block 2 Section: Town: Range:
Property Owner Name & Address: JENSJENSEN
,AK
108
Boreholle Date:
Depth
Method of Drilling nx air rotary cable tool
Soil Type6 nkliness, & Water Strata
From
To
Casing 011c;
Casing Sfickup
0
2
Walithickness o.2s --inches
Overburden
2
4
Diameter 6 itches Total- ie4 fect
Uner type:
Sand & Gravel W/Cobbles,
4
10
Diameter inches Depth: fed
Sand S, Gravel Dense
10
26
Casing stick-up above gr ousad: 2 fed
Static Water Level(fiom top of cashig) 133 feet
Sand & Gravel 25 45
Sand & Grove[ Sandy
46
47
Pumping Level: Let after
Slit Sand Clay
47
49
--1 hourspumping gpm
Recovery Rate I gpm
Sand & Gravel WiBoulderis
49
158
Method of Testing.- Aw
Brown Bedrock
1513
187
Well intake Opening Type
C*rsy&,WhfteBedrock
187
378
Open End g Open Hole
Gray Bedrock
378
400
Screened Start feet Stopped feet
Perforations Start fed Stopped feet
GroutType: Berrionfle dry granular Volume: ina Pounds
Depth 44 start o fimt Stopped 44 feet
Pump Intake Depth: feet
Pumpsi�. _BPbrandname
Well disinfected upon Completion? [X] Yes U No
Method of disinfection cHLoRiNE 69 PPm
comments:
Water Sample Results:
Arsenic:
U911
Well Driller-.
Cole Sullivan
Nitrates
Suffivan Water Wells
Total CDliforrit Bacteria
_--mg/l
colonies1100,111,
P.O. Box 670V2
Chuglak, AK 1195567
other bacteria.
_col/100nil. 1(90-468111-2769
1
Attention: The property owner shall provide tins log to DSD (onsde) and DNR within 30 days of completion.
ARCTIC PUMP & WELL INC.
Jim Sullivan
PO Box 770197
Eagle Rim, AK 99577
�M rail P (907) 688-2510
(907) 258-2510
(907) 745-2510
aowaLdnet
Pump Installation Log
Well Drilling Permit Number: SW1 00032
Parcel Identification Number: 051-132-92
Date Of Issue: 4/16/2010
Legal Description Scimitar # 1 B2 L6b Property Owner Name Address:
Jim Sampson
Lot: 6b PO BX 670347
Block: 2 Chugiak AK 99567
Pump Installalon Date:
Pump Intake Depth Below Top of Well Casing:
Pump Manufacturers Name
Pump Model:
Pump Size:
Pitless Adapter Burial Depth:
Pitless Adapter Manufacturer's Name
Pitless Adapter Installer:
Well Disinfected Upon Completion?
Method of Disinfection:
Comments:
PumpInstallerName:
Arctic Pump & Well, Inc.
Thursday, July 18,2013
7/1712013
390 Feet
Franklin
Constant Pressure System: 10SDQP 1.5HP
1.5 HIP
12 Feet
S-50
u/k
Yes
Chlorine
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water& Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SW100032
Legal Description: SCIMITAR #1 BLK 2 LT 6B
Design Engineer: 0855 GARNESS ENGINEERING GROUF
Owner Name: JENS JENSEN
Owner Address: PO BOX 670642
CHUGIAK , A 99567 -
Date Issued: Apr 16, 2010
Expiration Date: Apr 16, 2011
Parcel ID: 051-132-92
Site Address: NHN WHALEY
Lot Size: 45478 SO. Fr.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
MV Disposal Field E Septic Tank E] Holding Tank E] Privy
All construction must be In accordance with:
1. The attached approved design.
E Private Well E] Water Storage
2. AJI 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.
Received
Issued By:
Date:
Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw St.
P.O. Box 196650
Anchorage. AK 99519-6650
www.ci.anchorage.sk.us
(907) 343-79N
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I. D.
Property owneqs) JENS JENSON Day phone 764-8003
Mailing address P.O. BOX 670642 0 CHUGIAK, AK
Site address XHA( LJhnlg_)� Zip Code 9567
If
Legal description (Sub'd, Block & Lot) SCIMITAR S/D #1, BLOCK 2. LOT 613
Legal description (Township, Section & Range) N/A
Lot Size - Ll .5, H T& Sq.Ft Number of Bedrooms 4
THIS APPLICATION IS FOR ( E]all that apply):
Absorption Field
E
Septic Tank
ED
Holding Tank
ID
Privy
Private Well
Water Storage
THIS APPLICATION IS AN:
Initial
E
Upgrade
ED
Renewal
ID
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.
CARNESS ENGINEERING GROUP, Ltd.
(6igne!ufe of pfopeFty ewnef ef autheFized egen!)
Permit/Rush Fees: -7 -3 L
Date of Payment 14 - 5'�- 1 'V
Receipt Number) -3 0 �2_ ys-
(R". 11/05)
Waiver Fees:
Date of Payment
Receipt Number.
GARNESS ENGINEERING GROUP, Ltd.
� CONSULTANTS & GENERAL CONTRACTORS w—
April 5,2010
Municipality of Anchorage
Development Service Department
On-Sitc Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref. Proposed Well and Septic System for Scimitar S/D #I; Lot 6B, Block 2,
To whom it may concern:
The referenced property is proposed to have a 4 bedroom house built on it that will be served by a private
well and septic system. Several test holes have been excavated on the property. We arc proposing that a
1250 gallon septic tank and dual 5-widc trench type drainfields be installed. The drainfields will be
designed around the 30 foot radius of GEG TIM 1. Attached is a site plan and design drawing that shows
the proposed well location and the septic system design. Comments regarding the design are summarized
as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached design drawing, the proposed drainficid is to be
installed on a slope that ranges between 5 to 10 percent running approximately south to north. The
average topography below the drainfield is a I to 5 percent slope. In short, there are no topography
concerns.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any questions, please contact us at 337-6179. Thank you for your assistance.
S.
NOTE. Attached is a site plan drawing, a design dawlng. one soil log, which are all part of the design packagefor
this septic system. (Contact G.EG. Ltd. for 7page construction specification letter.)
3701 E. Tudor Road, Suite 101 0 Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 0 Wcbsite: www.garnessengineering.com
LOT 5. BLOCK 2:
SCIMITAR S/O 11
(�P2
� M
LOT 7. BLOCK 2:
SCIMITAR S/D 01
L-----------
-----------
LOT 2. BLOCK 2:
SCIMITAR S/O #I
62
LOT 11. SLOCK12:
-1/ SCIMITAR S/D I
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS ..... .. . ... ....... .......
PREPARED FOR; PHONE NUMBER: PAGME U BER: . . .... ...... .......
JENS JENSEN 764-8003 1 0 e f ey A. r ss.:
LEGAL DESCRIPTION: CE -79T3 -tA
DRAwN BY:
SCIMITAR SUBDIVISION #11; LOT 6B. BLOCK 2 J.LM
TYPE OF WORK: IL Profess�o 0\
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 4/5/20 0
(R.,01W)
----------
LOT 4: MARIEESTATES
All
LOT jB;/WAF;ME ESTATES s'
WHALEY AVE.
�PROPOSEO WE
cr
EA, Ell, 11
0
PROPOS6
4 BE M
y
Of
Ho
C G TH11
cj
PRO D ---- ---
LOT 6k BLOCK 2, SEPTIC
SCIMITAR S/D #I SYSTE ALTER SITE
(SEE DES!
I _elln E.R. ENG TH#3
LOT 6A. CLOCK 2:
SCIMITAR S/D #I
go -21,
\ It
It /A
UOO -
-----------
LOT 5. BLOCK 2:
SCIMITAR S/O 11
(�P2
� M
LOT 7. BLOCK 2:
SCIMITAR S/D 01
L-----------
-----------
LOT 2. BLOCK 2:
SCIMITAR S/O #I
62
LOT 11. SLOCK12:
-1/ SCIMITAR S/D I
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS ..... .. . ... ....... .......
PREPARED FOR; PHONE NUMBER: PAGME U BER: . . .... ...... .......
JENS JENSEN 764-8003 1 0 e f ey A. r ss.:
LEGAL DESCRIPTION: CE -79T3 -tA
DRAwN BY:
SCIMITAR SUBDIVISION #11; LOT 6B. BLOCK 2 J.LM
TYPE OF WORK: IL Profess�o 0\
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 4/5/20 0
(R.,01W)
OF BEDROOMS: 4
PER DAY (CPD): 600
ION RATE/S: 1.67
D APPLICATION RATE: 1.2
DRAJNFIELD SO.rr.: 500
:IMUM DEPTH: 4 FEET (MINIMUM)
TH: 5 FEET
GTH: 70 FEET TOTAL (2 0 35* EACH)
ECTrVE: 2 FEET (ALL EFFECTIVE MUST
BELOW ORGANCS)
IUCIION FACTOR: 0.70
T�;i-'DESIIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT CEC. BY PROCEEDING FORWARD
WITH THIS INSTALLAnON. THE ENGINEER.
WELL DRILLER. CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
WHALEY AVE.
NOTE: THE CONTRACTOR SHALL HAVE THE SOUTH LOTi
LINE AND THE WELL RADII FLACCED BY A REGISTERED
LAND SURVEYOR PRIOR TO CONSTRUCTION.
E.R. END TH12
PROPOSED 1250 CALLON SEPTIC TAN
INSTALL DOUBLE CLEANOUTS,!A
INSTALL FLOW S R
--1 V1,
PROPOSED DRAINFIEUD
(SEE DESIGN CRITERIA)
GO 0
MT -4
GEG THIk
GO
Co XNSTAU. FOUNDATION CLEANOUT
MT C R. ENG TH 3
ALTERNATE DRAJNFIELD. WILL
REOUIRE THE USE OF AN
ADVANCED WASTEWATER SYSTEM.
DRAJNFIELD DESIGN 3 FEET DEEP
BY 5 FEET WIDE BY 45 FEET
LONG WITH 2 FEET OF MOA
APPROVED SAND FILTER AND
0.5 FEET OF EFFECTIVE (225 SO.Fr.)
GARNESS ENGINEERING GROUP,, Ltd. j1p§ ' ,
CONSULTANTS & GENERAL CONTRACTORS PA
SMI L � MONk � 101 m � 0071MY�lft - I"
PREPARED FOR: PHONE NUMBER: PACE NUMBER: ..... ..
JENS JENSON 764-8003 2 OF 2
LEGAL DESCRIPTION: DRAWN BY:
SCIMITAR SUBDIVISION #1; LOT 68, BLOCK 2 J.LM.
TYPE OF WORK: DATE: REVISED
DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 4/16/2010
,A. nimi
........ ..
1V
.. ....... ........
y tA*-ness.:
CE -795?
j
IV' N
. loll��
0�
............. .
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS 4
3MI L WM 101 - A.C.Ok�- M. lh�' (W7)M2�lft - f� (W)�-32" ....... .. . .. ..... . ...
ISOIL LOG — PERCOLATION TMT .....
SCIMITAR SUBDIVISION 11: LOT 613, BLOCK 2 r
LEGAL DESCRIPTION: .6;rn
PERFORMED FOR: JENS JENSEN DATE: 9119/2009 CE -79P3
DEPTH p CO\
(feet) rofessio
ITEST HO�LE1
ORGANICS
SOIL CLASS111.1CATIONS
2 — ; ,
P.-."ooe - -l--,Z,`,' GW =zzz: ORG
3 GP ML
GM CL
4 P GC OL
0 0 SW
; 0 6, MH
�;;� �0.,O.o 0
5 p *I SP CH SEE ATTACHED
SM OH
SC SITE PLAN
SW/GW
WITH SOME SIL
7— HARDER AND MORE DEPTH TO DATE
GROUNDWATER
SILT WITH DEPTH
8— %0 a
DRY 9/19/09
DRY 9/26/09
9—
DRY 10/15/09
10—
CLOCK NET TIME WATER LEVEL NET DROP
11 — DATE READING TIME (MINUTES) READING (INCHES)
B.O.H.
12— 9/26/09 1 — 6- —
2 10 0. 6.
13— 3 6.
4 10 0. 6.
14— 5 — 6- —
6 10 0. 6
15— 7 6.
8 10 0. 6.
9 6-
17— 10 10 0. 6.
11 6- — ::j
18— 1 1 1 12 1 10 0- 6'
9 PERCOLATION RATE 1.67 (MIN.IINCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT.AND 4.5 FT.
:0 A FOUR HOUR PRESOAK WAS PERFORMED: E YES FIND
SOILS LOGGED BY: JODY MAUS _ PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS: EAGLE RIVER ENG. TEST HOLE #3 WAS DRY ON 9/19/2009, 9/26/2009. AND 10/15/2009.
PERFORMED BY CEG. Ltd. 1. JEFFREY A. GARNESS. CERTIFY THAT THIS WA"i;RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: lfl.V'Ifo
or
EAGLE RIVER ENGINEERING
A 10421 VFW RD, SUITE 201 W2�y .
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694--3297
CHRISTOPHER R. WOOD.
SOILS LOG - PERCOLATION TEST# CE -10.387
PERFORMED FOR: SHARON 71EMAN DATE PERFORMED_jyg8
/2006
LEGAL DESCRIPTION:. SCIMITAR#1 LOT 7 BLOCK 2 TOWNSHIP RANGE SECTION T15N.RIW.SEC.10
TEST HOLE #-3 SLOP SITF PI AMfMnT TA C�Al r%
1
2
11
12
13
14
is
19
21
TAN CLAYEY
SILT AND LOAM
SW/GW
BROYM SAND
AND GRAVEL
WAS GROUND WATER
ENCOUNTERED? NO
WA—TER TABLE DATA----
UA—TE WATER LEVEL'
10/0812006 N—ONE
T675-9/2006 ---WO—NE
10/19/2006 ---WO—NE
to LOT an
LOT GA
till
LOT ac
PERC TEST RESULTS
Kt-AUINU I UATF- IGROSSTIMEIN TTIME DEPTHTO TER NETIDROP
GR E NET DROP
S TIM
S
OSZ
PECOLA,:'nONRATE WAS FASTER THAN I MINUTE PER INCH
FLRCOLATION RATE- >1 (Mfly" PERC HOLE DLAME-TM=6-
IEST RUN BETWEEN 3 FT AND 4 F1
COMMENTSL- 2' FILTER SAND UQUIRED
SOILSAtc PERCOLATION TEST EIY.—CHARLES DALZARINI
12
CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:1&967 0
10
7F
EAGLE RIVER ENGINEERING
A 10421 VFW RD, SUITE 201
EAGLE RIVER, AK. 99577 jw
(907) 694-5195 FAX: (907) 694-3297
0,
10.
0#!P� '.CHRISTOPHER R. WOOD.'
SOILS LOG - PERCOLATION TEST CE -10387
PERFORMED FOR:. SHARON TIEMAN DATE PERFORMED-jY
98/2006 Ik% vol�
.. zwskllt�
LEGAL DESCRIPTION:.. SCIMITAR #1 LOT 7 BLOCK 2 TOWNSHIP RANGE SECTION T1 5N �RlW SEC.10
TEST unir
mr.� 02
12
t4
is
14
17
19
21
WAS GROUND WATER
ENCOUNTERED? YES
WA—TER TABLE DATA
DATE WATER LEVE—L
10108/2006 NONE
10/0912006 8.2-
lu/1912006 a. 3'
SITE PLAN(NOT TO SCALE)
r
LOT
LOT IIIA
LOT Sc
TEST RUN BETWEEN FT AND 0tJ
COMMENTS� TES QLE USED FOR CR ONDUCTED
EIMEST WAS C
Sol PERCOLATION TEST BY. CHARLES BALZARINI
1 2NO nFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
FECT oN THI,;
AND MUNICIPAL GUIDELINES IN /EFFECT ON THIS DATE. DATE41u 7-
2-
3-
VLT
4—
AND SAND
5-
7 —
Lf
ILTY GRAVEL
-9
0 —
�0,
:
TIGHT TAN
I
SILT AND SAND
12
t4
is
14
17
19
21
WAS GROUND WATER
ENCOUNTERED? YES
WA—TER TABLE DATA
DATE WATER LEVE—L
10108/2006 NONE
10/0912006 8.2-
lu/1912006 a. 3'
SITE PLAN(NOT TO SCALE)
r
LOT
LOT IIIA
LOT Sc
TEST RUN BETWEEN FT AND 0tJ
COMMENTS� TES QLE USED FOR CR ONDUCTED
EIMEST WAS C
Sol PERCOLATION TEST BY. CHARLES BALZARINI
1 2NO nFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
FECT oN THI,;
AND MUNICIPAL GUIDELINES IN /EFFECT ON THIS DATE. DATE41u 7-