HomeMy WebLinkAboutCHARLICE S-11065-1 Tr A-3Charll*ce
5-11065-1
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ASBUILT C SEFTARD &ASSOCIATES LAND SURVEYING 694-0829
I HEREBY CERTIFY -THAT 1 HAVE SURVEYED THE SCALE'�'��
FOLLOWING DESCRIBED PROPERTY: 1d7a At
fiY9f'�/��GB.T.Pq<T�9�_...--• --. -- DATES
EN . +
AND THAT NO CRE4CHMENTS EXIST EXCEPT AS
INDICATED. IT IS THE RESPONSIBILITY OF THE � ,?: dTH*
OWNER TO DETERMINE THE EXISTENCE OF ANY GRID: ,w•" •• •••••••
EASEMENTS, COVENANTS, OR RESTRICTIONS
WHICH DO NOT APPEAR ON THE RECORDED SUBDI- # D.one Merk S.we d if
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB: 1¢,�. LS -6918 j'
ANY DATA HEREON BE USED FOR CONSTRUCTION
OF FENCE LINES, OR FOR ESTABLISHING BOUND- AA A �.!
ARY LINES. DRWN�`�,s
�..
OF A
'KNDENGINEFRiNG
* f •••9IH,
Depth to
Water
Net
Drop
20441 PTARMIGAN BLVD.
... Y •N•
EAGLE RIVER, AK 99577-8736
•«««
7"
/ rn� K•nn•th K D
CE 7116
SOILS PERCOLATION TEST
Performed for. Jim Lee Date Performed: 08/09/01
ProjectCharlice Ste, Tract M - M6959 Clemons Cir.) TEST HOLE #2�-0
Depth
1-
2-
3-
4-
5-
6-
7-
8-
9-
12-
13-
14-
15-
16-
17-
18-
19-
20-
SEE
-
2-
3-
4-
5-
67-
8-
9-
12-
13-
14-
15-
1617-
18-
19-
20-
SEE ATTACHED SITE PLAN
ORG FOR HOLE LOCATION
top 3' tight/dense
SM/GM gray, moist sand/gravel
w/ silt and cobbles to 1'
firm density-
B.O.H.
HOLE PRESOAKED
PRIOR TO TEST
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? NA Date? 08/17/01
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
8/17/01
1:00
-
7"
2
1:10
10 min
314/16"
32/16"
3
•
1:11
-
7"
-
4
1:21
10 min
315/16"
31/16"
5
'
1:22
-
7"
-
6
132
10 min
4 2/16"
214/16"
7
•
133
-
7"
-
8
1:43
10 min
45/16"
211/16"
9
1:44
7"
-
10
1:54
10 min
45/16"
211/16"
11
•
1S5
-
7"
-
12
2:05
10 min
1 46/16-
210/16"
•
Water
Added
Percolation Rate 3.81 (min/in) Pere Hole Diameter 6"
Test Rum Between 6 feet and 7 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
5110 6 5 KAY 7 2003
YAV D ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
CE 7116
SOILS PERCOLATION TEST
Performed for. Jim Lee Date Performed 09/25/02
Project Charlice S/D Tract A -3-C TESI HOLE # 2002-01
Depth
SEE ATTACHED SITE PLAN
ORG— brown overburden FOR HOLE LOCATION
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
-17-
is-
19-
20-
GP/GM
-
34-
5-
6-
7-
8-
9-
l0•11-
12-
13-
14-
15-
16-
17-
IS-
19-
20
GP/GM - silty, dry gravel, mod.
dense w/ cobbles 7
B.O.H.
HOLE PRESOAKED
PRIOR TO TEST
Was Groundwater encountered?_ NO. What depth? NA
Depth to water after monitoring? DRY Date? 10/02/02
Reading
Date
Gross
Tune
Net
Time
Depth to
Water
Net
Drop
1
10/2/02
1:00
-
6"
2
1:10
10 min
33/16"
213/16"
3
'
1:11
-
6"
-
4
121
10 min
34/16"
212/16"
5
122
-
6" I
-
6
132
10 min
36/160
210/16"
7
•
133
-
6"
-
8
1:43
10 min
37/16"
29/16"
9
•
1.44
-
6"
-
10
1:54
10 min
37/16"
29/16"
11
•
1:55
-
6"
-
12
2:05
10 min
36/16"
210/16"
•
Water
Added
Percolation Rate 3.$0 (min/in) Perc Hole Diarneter_&I_
Test Rum Between 3 feet and 4 feet
1, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
OF A,
Gross
Time
Net
Time
K D ENGINEERING
t+ r°�•
1
M
i; 49L
MI
20441 PTARMIGAN BLVD.
/.« ....« ...«
EAGLE RIVER, AK 99577-8736
Kenneth A1. D
2
R,t
tics a7116
SOILS PERCOLATION TEST
Performed for. Tim Lee Date Performed: 05/18/01
Project: Charlice SID, Tract A3 -V6 TEST HOLE # 2001.01
Depth
1
1
1
13-
14-
15-
16-
17-
18-
19-
20-
ORG — brown overburden
w/ cobbles
SP/GP —gray sand w/ gravel
w/ cobbles to 6"
firm density
SM/SP - silty sand, moist, firm
density w/ cobbles
to 12"
seeps
B.O.H.
HOLE PRESOAKED
PRIOR TO TEST
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
Was Groundwater encountered? NO What depth? NA
Depth to water after monitoring? 7S Date? 05/25/01
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
5/21/00
1.00
-
8"
-
2
1:10
10 min
410/16"
36/16"
3
1:11
-
8"
-
4
1:21
10 min
411/16"
35/16"
5
1:22
S.
6
1:32
10 min
412/16"
34/16"
7
•
1:33
-
8"
-
8
1:43
10 min
414/16"
32/16"
9
•
1:44
-
8"
10
1:54
10 min
414/16"
32/16"
11
1S5
-
8"
-
12
2:05
10min
414/16"
32/16"
•
Water
Added
Percolation Rate X24_ (min/in) Perc Hole Diameter_
Test Run Between 2.5 feet and 3.5 feet
1, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
s \\DD5 ( 5 --1 - 03
07-18-03 04:42PM FR0"TdE ENVIRONLENTAL SRV
SGS
SOS Ref.#
1034192001
Client Name
KND Engineering
Project Name/#
6959 Clemons ER
Client Sample ID
6959 Clemons ER
512tris
Drinking Water
Sample Remarks:
9075615301 T-427 P.02/02 F-971
All Datcs/rimes are Alaska Standard Time
Printed Dattfrime 07/18/2003 16:32
Collected DateMme 07/15/2003 8:45
Received Date/time 07/15/2003 10:00
Technical Director
Stephen C
Released �' /,j�
-- Allowable pnp Amlysis
Parameter Qualificn Results PQL Units Method Container ID Limits Owe Date Inst
Waters Department
Nitrate -N
0.191 0.100 mg/l. EPA 300.0 D (<=10)
07/15/03 JJO
Microbiology Laboratory
Total Coliform 100, No Cali col/IOOmL SM189222B A (<-1) 07/15/03 IS
KINM ENGINEERING, INC.
20441 PTARMIGAN BLVD.
EAGLE RIVER. AK 99577-8736
(907)696-8111
July 21, 2003
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Subject: Undocumented Well - Charlice s/d Tract A-3
Gentlemen:
The well on the subject property was inspected on June 25, 2003 and the following items
were verified:
Item:
• Well casing depth
• Well depth
• Casing above grade
• Sanitary seal
• Wire protection
• Water samples
• Well production
Observation:
40 feet below grade
145 feet
2 feet
satisfactory
satisfactory
satisfactory
2.16 gpm
This well meets or exceeds the MOA requirements for private wells. There were no
public or private septic systems within 100 feet of this well.
If you have any questions, please contact me at 696-6111 /FAX 696-8111.
Respectfully submitted,
END Engineering
M. Duffus, P.E.