HomeMy WebLinkAboutDENALY BLK 1 LT 19Densly
Block 1
Lot 19
#067-041-25
FEB -20-2007 01:58 AM
M -W Drilling, Inc.
.P.O. Box 1103780Anchorage, AK 99511♦
•907-345-4000 • 907-345-3287 Fax•
Job No.: 05.147 Parcel No.: 067-041.25 PerntltNo. SW050334
Groundwater Well As -Built & Locr
Earnhart, William & Lin • Use of Well: Domestic
Densly Subdivision. Block 1, Lot 19
25730 penins Drive- Eagle River, Alaska 99577
• Well Owner:
• Legal Description:
• Hole Depth: 64_ • Casing Size:
•Drill Method: Air Rotary
Constructlolt
6" • Cased To:
59' *Material: A 53 Steel
Pert,
• Well Completion- Open end _ Screen X Perforated Method:
*Screen/ Perforation description: K -packer & 5" Riser. 56.59'; 0.040" Slot SSS to 64'; Plate
bottom
• Grout Notes: (2) Sacks- No. 8 bentonite granules
• Nates:
• Well Developmatt: Method: Air surge Notes: Cleaned up good
*Static water level (SWL) 36 (above) (below) top of easing (TOC).
• Well yield test at 7 gallons per inhume (GPM)/ for 3.25 Noun
with — of drawdown (DD) from static level (SWL).
•Method: Submersible Pump
• Date of eonepleios: 09 September 2005 • Pump Install:
P.03
Depth In feet from
top of casing.
Detelis of formations penetrated,
size of material, color sad hardness.
0
TO 2.5
TO 4
Casing stickup_
Topsoil
Gravel: medium, silty
2.5
4
TO
45
45
TO
57
Gravel: silty, damp
57
TO
64
Water gravel
TO
TO
TO
TO
TO
TO
TO
WAYNE-E,-WESTBERG
TO
TO
NGWAt1et W MssSer &tattldwrterCos*Sor
TO
Contractors lianas No. woo
TO
FEB -20-2007 01:57 AM P.02
M -W Drilling, Inc.
•P.O. Box 110378• Anchorage, AK 99511•
•907-345-4000 • 907-345-3287 Fox*
Job No.: 03-127 Project: N/A Project No. N/A
Well Decommisstoninz Report- Amended
• Well Owner: William & Lisa Earnhan • Use of Well. Domestic
• Legal Dnerlpdon 4 Wel/ Id. Na. (yeppacawe): Densly Subdivision, Block 1, Lot 19
25730 Denaina Drive- Eagle River, Alaska
Orieinal Construction
• Ilok Depth: 242' • Casing She: 6" • Cased To: 240' *Material: A 53 Steel
*Casing ID: 6" *Slade Level: (from ground surface)
• Hell Bosom: Open end X Screen _ Performed 201' to 205'
• Materia(:
• Afaterial
• Material:
pecommission Materials
Type 1 Cement
Bentonhe Chips- Coarse
Silt Gravel
Quantity: 6 Sacks X 944
Quantity: 10 Sacks
Quantity:
*Notes: Originally tried to deepen; then decided to drill new well and decommission this one.
11/03/2005- Casing cutoff at minus 8' below grade and Y:' steel plate welded on. 1 Sack Bentonite chips
poured over and around casing
• Date of completion: 10 August 2005
03 November 2005
Decommission
• Pump Pulled: 08 August 2005
Depth in feet from
ground levet
Detill1 of sealing and back -filling materlaLs.
2
TO
30
Bentonite Chips
Cement Plug
30
TO
65
65
TO
240
Bentonite chips and silty gravel mixture
TO
TO
TO
TO
TO
•
PAetiidantrM - 41F-Drfllinaina
TOWAnTBERQ
TO
TONOWA
f�ttoNN�Io
TO
Ooftfactors License No. 1000
TO
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 WATER SUPPLY PERMIT
Upgrade
Permit Number: SW050334
Legal Description: DENALY BLK 1 LT 19
Design Engineer: 0000 None Required
Owner Name: WILLIAM A. & LISA M. EARNHART
Owner Address: 25730 DENAINA DRIVE
EAGLE RIVER , AK 99577 -
Date Issued: Sep 07, 2005
Expiration Date: Sep 07, 2006
Parcel ID: 067-041-25
Site Address:
Lot Size: 40449 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
0 Disposal Field ❑ Septic Tank 0 Holding Tank ❑ Privy ❑✓ Private Well 0 Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked 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.
5. The following special provisions.
-THE ORIGINAL WELL NEEDS TO BE PERMANENTLY DECOMMISSIONED PER AMC 15.55.060J,
DOCUMENTATION NEEDS TO BE SUBMITTED WITH NEW WELL LOG. -THE NEW WELL NEEDS TO BE
CONSTRUCTED ACCORDING TO ATTACHED LEITER SUBMITTED BY: M -W DRILLING, DATED JULY 19, 2001,
SUBJECT: HI -ARTESIAN WELL - CONSTRUCTION MITIGATING MEASURES.
Received By Date.
Issued By Date: 9)71os-
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 067— 04/ - 2 S
Permit Number SW
Propertyowners) t/JILLl IM Er)R/VIM Rr Day phone 34f—¢000
Mailing address 25730 PE/wt./Am PR/L/E, L. P 99577Zip Code 99577
Site address 11 t t 1 1 1 Zip Code
Legal description (Lot, Block & Sub'd.) Su B LOT" 19 -2k 1
Legal description (Section, Township & Range)
Lot Size 40449 Acres/Sq.Ft. Number of Bedrooms 4
THIS APPLICATION IS FOR:
Sewer Only 0 Well Only Cg
Sewer and Well 0 Water Storage 0
Sewer Upgrade 0
THIS PROPERTY CONTAINS:
Hot Tub 0 Jacuzzi 0
Swimming Pool 0 Water Softening Unit 0
Therapy Pool ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Fami • r elling and is 3 r.ance with applicable Municipal Codes.
(Signature o ' property owner or authorized a t
Permit/Rush Fees: / S Waiver Fees:
Date of Payment: nl1, //OS Date of Payment:
Receipt Number. 13 Lill All Receipt Number.
(Rev. 09104) N'
r; •;
v Y.w v. 1 via.
prrva-
r�• . t C RaP°Si D
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•
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w.�• ! f ,•• I
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s 44.10•44•••••••••••,4 } fin• at•,
CA Robert C.la..nann f Z:.
;,�• NO. tbS-S JAS:
ti
,`^ '• .•`wee':
•dam•
f
wan
LCLrva d 9%ra.._F curio. •
C.w r 4r •.rete J of $1..-#
re i) Li .7e7
AS-Eu1LT
•
•
1 heriby certify that 1 base surveyed the following described
F •• Lot 19, ?lock 1,
.nn 5, .tib ri..
fr r.•{•isw ay- ,T'f4N. k f k/) S(••f
Anchorage Recording Precinct. Alaska, and That the Improve-
ments situated thereon an within the pmpeny lines and do not
overlap or encroach on the property lying adjacent thereto. that
no Improvements on property lying adjacent thereto encroach
on the premises in question and that then are no roadways.
transmbsion lines or other visibk easements on said property
escept as Indicated hereon.
Dated at Eagle River, Alaska
•-- •�
day of r e,:Ita,r ( .1
: se
this •ai-
ROBERI C. JOHNSON 7; CA.;
SCALE; , Registered Land SurveyorNo.EAPLS .
1., - k0 &o% 774456, Eagle River, Alaska 99577
Phone (907)694-2543
Municipality
e
of Anchorage.
Development Services Department
Building Safety Division �l.�
P tt
�
On -Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page
www.cI.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW020485 PID Number. 067-041-25
of
Name:
William A. & Lisa M. Eamhart
Wastewater System:
0New
❑ Upgrade
Addess
25730 Denaina Dr.. Eaoie River. AK 99577
ABSORPTION FIELD
Phone: Humber W Bedrooms:
349-2600 40
0 Deep Trench El Shanow Trench 0 Bed O Mound Other:
LEGAL DESCRIPTION
Sot Rating-
1.2 GPD/Ft'
Total Depth from original grade'
7.0 Ft.
Block. Lot Subdivision:
1 19 Denaly
DOWN to Ppe bosom from original grade:
2.97 A.
Gravel dagn beneath pipe:
4.03 FI.
Township: Range: Seann:
Fe added above anginal Rade:
0.98-3.49 Ft.
Gravel Lengel:
58 Ft.
Well:
/.1 New Upgrade
Gravel width.
5.0 FI.
Number of laws:
1
Distance between taros:
— FL
Ctesalecatkm (Private. A. B. Cl:
Private
Toed Depth:
201 Ft.
Lased to-
200.6 Ft
Total absorption area:
500 Ft'
Pipe Material:
D3034
Driller:
MW Drilling
Date Drilled:
5/16/0
Stack Waif Levet
Ft
Inauaer.
GLW Enterprises
Dau Installed.
9/25/03
Yield.
50+ GPM
Pump Set at: 1Casing Height Above Ground:
unknown FI. 3 Fl
TAN K
SEPARATION DISTANCES
El Septic • Holding 0 S.T.E.P. • Other.
To
From
Septic
Tank
Absorption
Field
Lilt
Station
Hotding
Tank
PublwlaPnvate
Seer Line
tisaula w
Anchorage Tank
Capacity..
1250 as.
w..
100'+
100'+
NA
NA
25'+
Material
Steel
Nwbe. el Compartment'.
2
Surface Water
100'+
100'+
NA
NA
LIFT STATION
Lel lino
5'+
10'+
NA
NA
see.
Gal
ManweJum".
Foundation
5'+
101+
NA
NA
'Pump on' level at.
Y.
'Pump ult level el.
M
Nigh water edam aL
In.
canamora,
NA
*50'+
NA
NA
Pump
Ebworms by
Rgnatka:
*none known
BENCH MARK
Tank bedded with sand
lacaum end Description.
Bottom of siding
Assumed Elevation:
100 FL
Engineer's Stamp
+�(•c OF At 1111
it
Inspections performed by: K'ID Engineering. Inc Dates' 1st9/25/2003
se•e.e.eeeeea•4s,
kip.
N. „. 4 L e: *Ii
eche •e•,
2nd
N •au • .41 0
Develop est Services Department Approval 3^I $ 2 c
�y
Reviewed and approved by:Qa� ,p �e Qo Date:
97 c;
M ; Kenneth M. v •
�j .,:• cent • ••• •44•40.
t P ••a•• e•• �atat
(Prov. tzmi
11`C�pROFN •510NP+'r
` vac `moo--
AS -BUILT SYSTEM DETAILS/SITE PLAN
DENALY S/D, LOT 19, BLOCK 1
Permit SW020485
PID#067-041-25
A -C=12.5'
B -C= 37.4'
A -D=13.6'
B -D= 39.0'
A-E= 34.8'
B-E= 58.7'
A -F= 29.3'
B -F= 16.1'
95.7 FINAL GRADE 98.3
,
It.
tl
1250 GAL
SEPTIC
TANK
PREPARED FOR:
WILL 8 LISA EARNHART
25730 DENAINA DRIVE
EAGLE RIVER, AK 99577
FIELD 800KS
eououm _—
A.,: --
ova ne:
"fD nC` 02089.DWG
tawutm:
MMAIM VBG
CVICDCat KMD
58'
o•rz: 5/18/04
°C SW362
fl ea 02089
SCALE! NTS
ReI1=ir
VARES
t
END ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)896-8111
1^ ^Tr^S:..:na.^.i':..w L9J'--•Os+.aaar aina,ww.e asa
M -W Drilling, Inc.
*P.O. Box 110378• Anchorage, AK 99511•
•907-345-4000. 907-345-3287 Fax •
Job No: 03-127
ProjectNo.: N/A Permit No. SW020485
i Groundwater Well As -Built & Log
•
i • Well Owwer: Eambart, William Jr Lisa • Use of Welt Domestic
. *Legal Dacripdon: Denaly Subdivision, Block 1, Lot 19
I Eagle River, Alaska
•
Construction
* Hole Depth: 201' *Casing Size: 6" *Cased To: 200.6' *Material: A 53 Steel
•DrAI Method: Air Rotary
•Wel Completion- Open end 'X Scram _ Perforated Meshed
' •Serena/ Perforation description: None
Grow Noes: (5) Sacks- No. 8 banonila granules
• Notes:
• Well Development: ' Method: Air surge Notes:
. *Stalk waterlevel (SWL1 flowing (above) (+mow) top of cash:: (TOG).
*Well yield test at 50+ gallons per inbuilt (GPM)/ for
with 10054 of draivelown (DD) from steals level (SWL). •. •
•
•Date of :. 16 May 2003._ ... _ ..._.....*Paw 'Install: ....
1
m
Depth is feet fro •
top of easing
o
Details of formations penetrated, sift of material, cobs and hardness.
,0 TO 3
Casing stickup •
3
TO
5
Fill
.5
TO
95
Boulder gravel: cobbley/ silty sand
95
TO
197
Clay: dense
197
TO
201
Water gravel
I
TO
TO
-
TO
TO
TO
.
TO
TO
-
_ ....
TO..
... ..._.._.a
. `
ce
TO
/
TO
S
to Wes, alit & 973
TO
Apr:- .09-02 04:35P3permit'Counter
907 343 0250 P.10
M -W brie/ling, Inc.
18 July, 2001
To: M. 0. A. Dept. of Health & Human Services
Attn: Jim Cross/ Dave Roth
Re: Denaly Subdivision, Eagle River
Subject: Hi -head artesion well - construction mitigation measures.
Gentlemen:
Water well construction/ drilling in the above referenced subdivision has commonly
encountered hi -head and hi -flow conditions from the main unconsolidated aquifer around
200. feet. Measured characteristics can be on the order of 300+ gpm free flowing with c
shutoff head of 20 psi (ie. +46 feet)! Following are the construction measures we have used
to successfully control these characteristics on the first five (5) wells in this subdivision.
1) Continuously dry grout throughout the total length of the cased well bore (ie.
10-12 sacks of No. 8 bentonite granules per well).
2) Allow the well to flow controlled without excessive pressure buildup, for several
days to allow the dry grout to hydrate and bind with the surrounding formation
material. Nate: enclosed photos of excavated pipe show the effectiveness of
this grout envelope.
3) Shutin the well with our fabricated, mechanical, artesian well packer - which
holds the water level down below the frost -line.
We have been pleasantly surprised by the ability of the dry grout to hold and prevent
washout (ie. vertical up/down water flow) of the well casing annulus. This also constitutes
proof of the ability of the dry grout method to prevent vertical down movement 0
contaminants in the casing annulus.
Sine
Wo a Westberg
President
Enclosure
OP.0. Box 1103780 Anchorage, AK 995110
*Phone: 907-345-40000 Fax: 907-345-32870
0 's ore our business !
n- 1 r1 d
pre. va—
or' TE
Es,„ -t•
j.. (-1 i i
eirtd se. 4?
• f,7Gs.'tsw
eta Robert C.JJ..1S9n
' .\k •,• -ted
44C . No. .:.:
-:NoTO' •---
(. Cvrvt tl "ra-._ s n r<-
3f rn r y ,47e .sr .., 1.17'!.
AS -BUILT
1 hereby certify that I have surveyed the following described
property. L o T 1 cl G Io c N. I t
jL.rn ()/ 5ub-i.
�-{•Ian ,7-14fJ k 1 k' SN
Anchorage Recording Precinct, Alaska, and that the improve-
ments situated thereon are within the Property lines and do not
overlap or encroach on the property lying adjacent thereto, that
no improvements un property lying adjacent thereto encroach
on the premises in question and that there are no roadways,
transmission lines or other visible easements on said property
except as indicated hereon.
Dated at Eagle River, Alaska
this •'- 3 -- day of 3-n . r c.J re t•'- tq % ° Jr -
ROBERT C. JOHNSON
SCALE: Registered Land Surveyor No. SS0-LS
1" a tip' &x 77-0456, Eagle River, Alaska 99577
Phone (907) 694-2543
•
-1
•
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
Gtiztaio3
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SW020485
(L egal.Decription!-DENALYBLK' 1;LT:19,
Design Engineer: 0070 KND Engineering
Owner Name: WILLIAM A. & LISA M. EARNHART
Owner Address: NHN TANAINA DRIVE
EAGLE RIVER , AK 99577 -
Date Issued: Dec 16, 2002
Expiration Date: Dec 16, 2003
Parcel ID: 067-041-25
Site Address:
Lot Size: 40449 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
❑✓ Disposal Field ❑✓ 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.
�'.5. The following special provisions.
PRIOR TO CONSTRUCTING THE WATER WELL, THE WELL DRILLER SHALL SUBMIT A DRILLING PLAN TO
THIS OFFICE. THIS PLAN SHALL SHOW HOW THE WELL CONSTRUCTION WILL PREVENT ALL LEAKING
THROUGH THE CASING ANNULUS FROM THE CONFINED AQUIFER.
Received B. Date• / /670 2 -
Issued
Issued By:
ai .� Date: / 2//6/02.
f
Municipality of Anchorage
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.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I D 06 7 --041— 2S
Permit Number ,SWO20483
Property owner(s) Will & Lisa Earnhart Day phone 349-2600
Mailing address (1) 210 Pettis Rd., Anchorage, AK 99515
Mailing address (2) Zip Code
Legal description (Lot, Block & Sub d) Densly, Block 1, Lot 19
Legal description (Section, Township & Range)
Lot Size 40,449 Acres/Sq.Ft. Number of Bedrooms 4
THIS APPLICATION IS FOR:
Sewer Only ❑ Well Only
Sewer and Well ® Water Storage
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub 0 Jacuzzi
Swimming Pool ❑ Water Softening Unit
Therapy Pool 0
El
o
o
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: \t 550 Waiver Fees:
Date of Payment: /2// 2/0 2. Date of Payment:
Receipt Number: 29//1 Receipt Number:
(Rev. 12/00)
KIND ENGINEERING, INC.
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
December 11, 2002
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Subject: New sewer/well permit — Denaly Block 1, Lot 19
Gentlemen:
The owner has requested we proceed forward to obtain a well and septic permit on the
subject lot. On April 23, 1999 one testhole was performed for the proposed system. The
results of this test are attached. The general slope of this lot is from north to south at a
grade of approximately 15-20%.
We have designed our system utilizing the existing testhole that was excavated for the
4 -bedroom house, which is proposed for this lot. The lot will be served by an individual
well, located on the northern portion of the lot. We propose to install one 5' wide
shallow trench. Water was not encountered during the excavation or monitoring.
There are no public or private wells within 200' of our proposed system location except
as noted. There is no surface water within 100' of the proposed system and there are no
known curtain drains within 50'. We do not expect there to be any adverse effect on
adjacent lots by the development of this system.
If you have any questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
END Engineering, Inc.
Kenneth M. Duffus, P.E.
Attachments: On -Site Well and Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test
}
WELL & WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLAN
DENALY S/D, LOT 19, BLOCK 1
/0
10
51,739 SF
1.19 ACRES
SEPTIC
•
11
67,976 S
1.56 ACRE
: SEPTIC
NO PUBLIC YELLS VITHIN 200' or
PRCPOSCD SYSTEM
NO PRIVATE YELLS WITHIN 200. Or
PROPOSED SYSTEM EXCEPT AS NOTED.
NO SEPTIC SYSTEMS WITHIN 200' Or
PROPOSED WELL EXCEPT AS NOTED.
i ��• 91-‘
. AL46
DU
CE -7116
esS1014r' i
114 Nikh.N1i6.41.P.
DESIGN DETAILS
4 BDRM X 150 GPD = 600 GPD
600 GPD/1.2 GPD PER SO. FT. (<1 MIN/IN.)= 500.0 SQ. FT
(500/5'(W)) X .58(RF) (3.0' EFFECTIVE GRAVEL) = 58 FT. TRENCH
USE 1 TRENCH - 58.0 (L) X 5' (W) X 4.0'(D)
Total depth of system is 7.0' from original grade.
Total depth of gravel below distribution pipe is 4.0' .
NOTES:
1. USE 1250 GAL. SEPTIC TANK AND INSULATE IF <4. OF COVER.
2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM.
3. CONTRACTOR WILL ENSURE MINIMUM 27. SLOPE INTO SEPTIC TANK.
4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE
MIN. 3' COVER IF REQUIRED.
5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT
WELLS & SEPTICS.
PREPARED FOR:
Will 8. Lisa Earnhart
210 Pettis Road
Anchorage, AK 99515
(907) 349-2600
Scale: 1'= 100'
PAGE 1 OF 2
FIELD BOOKS
COVPUTED:
BOUNDARY: --
DRAW: vBG
STAKING: --
accxED: KMD
ASBULT:
DALE: 12/10/02
IN ID ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
DtC.
°°D: SW362
ACRD rU 02089.DWG
02089
(907)698-6111/FAX (907)896-8111
i
{
•
•
WASTEWATER DISPDSAL SYSTEM DETAILS
DENALY S/D, LOT 19, BLOCK 1
or -arts) °F Az4AN‘
KEN
11;•••
k' .•••.......•• • `i
'4bFESS1oto-
CE-7118
U
PREPARED FOR:
Will 6 Lisa Earnhart
210 Pettis Road
Anchorage, AK 99515
(907) 349-2600
Scale: 1'= 20'
PAGE 2 OF 2
FIELD BOOKS
COMPUTED:
BOUNDARY: --
ORAMN: VBG
STANNC: --
Occ■cD: KMD
ASBURT: --
OATr: 12/10/02
DWG. rat:
cNo: SW362
ACAO rat: 02089.DWG
J°64°-' 02089
)1 ID) ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
1
IKND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
Performed for:
Project:
Depth
(Feet)
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
'-gt\101
•.
a
•••••
TIN Kenneth M. LiufC� w�
SOILS PERCOLATION TEST •�afF9 E 7116 • ••��qd�
a,,FopR • �5,�:�A� ;4
F. Robert Bell & Associates Date Performed:92d..�
Denaly, Block 1, Lot 19
Org — soft, brown, moist
SM/ ML — stiff, brown slightly
sandy, gravelly silt, moist
SP — med dense, gray, slightly
silty gravelly sand
w/ cobbles, moist
ML — Soft, gray brown silt, moist
SP — Med dense, gray slightly
silty, gravelly sand
w/ cobbles
B.O.H.
Insitu material suitable
for filter.
TEST HOLE # 99-24A
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
Was Ground water encountered? NO
Depth to water after monitoring? DRY
What depth? N/A
Date? 5/15/99
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
4/27/99
1:00
-
8"
-
2
1:05
5 min
DRY
8"+
3
"
1:06
-
8"
-
4
1:11
5 min
DRY
8"+
5
1:12
-
8"
-
6
1:17
5 min
DRY
8"+
7
*
1:18
-
8"
-
8
1:23
5 min
DRY
8"+
"
Water
Added
Percolation Rate < 1- (min/in) Pere Hole Diameter 6"
Test Run Between, 3 feet and 4 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.