HomeMy WebLinkAboutT11N R3W SEC 2 N2SE4 & N2SW4SE4 S11927 ExpiredOnsite File
T11N R3W Sec 2
N2 SE4 & N2 SW4
SE4
Proposed Panorama SD
Test hole location plans and aquifer study
too large to scan. Ask to see the
archived file.
#S11927 Expired
Please fill in the information asked for below.
PETITIONER*
PETITIONER REPRESENTATIVE (IF ANY)
Name (last name first)
First National Bank Alaska
Name (last name first)
Lantech, Inc
Mailing Address
P.O. Box 100720
Mailing Address
440 West Benson Blvd
Anchorage, AK. 99510-0720
Anchorage, AK., 99503
Contact Phone: Day: 777-3374 Night:
Contact Phone: Day: 562-5291 Night:
FAX: 777-4334
FAX: 561-6626
E-mail: AElmore@FNBAlaska.com
E-mail: admin@lantechi.com
`Report additional petitioners or disclose other co-owners on supplemental form. Failure to divulge other beneficial interest owners may delay processing f -this applica' n.
PROPERTY INFORMATION
i
Property Tax #(000-000-oo-000y 020-101-06-000
Site Street Address: 16433 Cobblestone Drive
Current legal description: (use additional sheet if necessary)
N 1/2 SE 1/4, AND N 1/2 SW 1/4 SE 1/4, Section 2, T1 IN, R3W, S. C�
Zoning: R- SL Acreage: 1o0
r 3339
# Lots: 0 # Tracts: 1
Total # parcels: 1
I �
I hereby certify that (I am)(1 have been authorized to act for) owner of the property dd
conformance with Title 21 of the Anchorage Municipal, Code of Ordinances. I undersl
and is to cover the costs associated with processing this application, and that it does r
that assigned hearing dates are tentative and may have to be postponed by Planning
Zonin mmisrn, or the Assembly for administrative reasons.
must provide written proot of
k
�\
ted abE)v
a d at ttitioktb subdivide it in
that n� o pplication fee is nonrefundable
ssur l of the subdivision. I also understand Via
ra ent staff or the Platting Board, Planning and �� p
Proposed legal description: (use additional sheet in necessary) �J
Panorama
Lots 1-32 & Tract 1
# Lots: 32 # Tracts: 1 Total # parcels: 33
r )�'
Accepted by: II Poster & Affidavit: II Fee II Case Number
m- -- - - vs
` ° pt arQ X
KND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER AK 99577-8736
. � r
_ _,_ ; .<- _,.., : . .. . �.: ..� .,.:. i .:.:� ,. -,. ',.: ..:.,—..::. ,ia. fix.._:. ... . _r- .,._,,.-;. a _ � :f. _ �• � _
SOILS PERCOLATION TEST
�® P&OFESSI�� �=T
Performed for: Harvest Properties, LLC Date Performed: 09/08/06
Project: Views at Prominence, Block 2, Lot 9 TEST HOLE # _
Depth
(Feet) SEE ATTACHED SITE PLAN
1- a ORG/OL FOR HOLE LOCATION
2-
3- rs 5.GP/gm
4-
5-
6- BOH - bedrock
7-
8-
9-
HOLE PRESOAKED PRIOR
TO TEST
SLOPE 20-25%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/10/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/10/06
1:00
-
6"
-
2
1:30
30 min
2 7/16"
3 9/16'
3
1:31
-
6"
-
4
2:01
30 min
2 9/16"
3 7/16"
5
2:02
-
6"
-
6
2:32
30 min
29/16"
37/16"
Water
Added
Percolation Rate 8.7 (min/in) Perc Hole Diameter 6"
Test Run Between 2.5 feet and 3.5 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
S11 15 6 3 FEB 0 7 2007
�L6
S1 19 r1 j!jl r �`� 55
2-
3- GM/gp - SM
4-
5-
6- seeps
7- moisture/silt increasing
W/ depth
8-
10-
11- RM BOH
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 22-27%
Was Ground water encountered? YES What depth? 6'
Depth to water after monitoring? DRY Date? 10/20/06
Reading
��
Gross
Time
\ wg 60464 p4a �f�
XNDENGINEERINGJYPP
Net
Drop
1
10/13/06
20441 PTARMIGAN BLVD.
-
EAGLE RIVER, AK 99577-8736
-
Way
1:30
������'�'OFES5iC�``'��"QYY
SOILS PERCOLATION TEST
110/16"
3
Performed for: Harvest Properties,
LLC Date Performed: 10/10/06
Project: Views at Prominence Block 2 Lot 11 TEST HOLE # _
Depth
-
(Feet)
SEE ATTACHED SITE PLAN
1-ImORG/OL
FOR HOLE LOCATION
2-
3- GM/gp - SM
4-
5-
6- seeps
7- moisture/silt increasing
W/ depth
8-
10-
11- RM BOH
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 22-27%
Was Ground water encountered? YES What depth? 6'
Depth to water after monitoring? DRY Date? 10/20/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/13/06
1:00
-
6"
-
2
1:30
30 min
46/16"
110/16"
3
1:31
-
6"
-
4
2:01
30 min
4 8/16"
18/16"
5
2:02
-
6"
-
6
2:32
30 min
47/16"
19/16"
Water
I Added
Percolation Rate 19 (min/ in) Perc 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.
1156-3 FEB 0 ? 21"0
1KND ENGINEERING o °°• aQw �e
:dip
20441 PTARMIGAN BLVD. s o�a�48 =«` ° Qos<3oo =• w , a
EAGLE RIVER, AK 99577-8736 �oQo�n • .<
SOILS PERCOLATION TEST�9Fp=e'f":
Performed for: Harvest Properties, LLC Date Performed: 10/10/06
Project: Views at Prominence Block 2 Lot 12 TEST HOLE # _
Depth
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14 -
SEE ATTACHED SITE PLAN
ORG/OL FOR HOLE LOCATION
GM/gp
GM
BOH - bedrock
HOLE PRESOAKED PRIOR
TO TEST
SLOPE 22-28%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/20/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/13/06
1:00
-
6"
-
2
1:30
30 min
34/16"
212/16"
3
1:31
-
6"
-
4
2:01
30 min
35/16"
211/16"
5
2:02
-
6"
-
6
2:32
30 min
3 5/16"
2 11/16"
Water
Added
Percolation Rate 11 (min/in) Perc 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.
S-11503 FEB 0 72W7
ZN-
57
OF A^{p` %%t
�•Q �t�@C¢O@6p�4p� &E V
ND ENGINEERING
20441 PTARMIGAN BLVD.4
EAGLE RIVER, AK �9957�7 8736
SOILS PERCOLATION TESTS
R0FES:.0�'��
Performed for: Harvest Properties, LLC Date Performed: 09/07/06
Project: Views at Prominence, Block 2 Lot 13 TEST HOLE # 4 ` _
Depth
(Feet)
1-
2-
3- -
4- .
5-
m
15 -
SEE ATTACHED SITE PLAN
ORG/OL FOR HOLE LOCATION
GP/SP w/ trace of silt &
cobbles
BOH - Bedrock
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 10-15%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/09/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/9/06
1:00
-
6„
_
2
1:30
30 min
23/16"
313/16"
3
1:31
-
6„
-
4
2:01
30 min
24/16"
312/16"
5
2:02
-
6"
-
6
2:32
1 30 min
24/16"
312/16"
Water
Added
Percolation Rate 8 (min/in) Perc Hole Diameter 6"
Test Run Between 2 feet and 3 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
Sl J.5 6 ") FEB 0 7 2007
v -- IV
OF
Zt
}I''�'{��`\///\�}'���\ ����JjJ/ wsF;bp}�vlt O�4.ynLBQ Ap��g Ygl4 �Vjpf[q�
53 `1 Susi �pjnr
ENGINEERING' F� g
20441 PTARMIGAN BLVD.
can $-`:"``` °° ° G°°=n,' G ., .
EAGLE RIVER, AK 99577-8736 ttot 4 ,
SOILS
PERCOLATION TEST
Performed for: Harvest Properties, LLC Date Performed: 09/07/06
Project: Views at Prominence Block 2 Lot 14 TEST HOLE #
Depth
(Feet) SEE ATTACHED SITE PLAN
1- ORG/OL FOR HOLE LOCATION
2-
3- MA GP/SP w/ trace of silt
4-
14-
15- Mmm BOH - bedrock
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 17-2270
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/09/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/9/06
1:00
-
6"
-
2
1:10
10 min
dr
6"
3
1:11
-
6"
-
4
1:21
10 min
dry"
6"
5
1:22
-
6"
-
6
1:32
10 min
2/16"
5 14/16"
7
1:33
-
6"
-
8
1:43
10 min
2/16"
514/16"
9
1:44
-
6"
-
10
1:54 1
10 min
3/16"
513/16"
11
1:55
-
6"
-
12
2:05
10 min
2/16"
514/16"
*
Water
Added
Percolation Rate 1.7 (min/in) Perc 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.
S,, 115 63 (= C P 0 7 2,907
59
KND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
1-20
SOILS PERCOLATION TESTS
Performed for: Harvest Properties LLC Date Performed: 09/08/06
Project: Views at Prominence, Block 3 Lot 2 TEST HOLE # �Q
5-
1.2
14 -
SEE ATTACHED SITE PLAN
ORG/OL FOR HOLE LOCATION
GM
BOH - bedrock
HOLE PRESOAKED PRIOR
TO TEST
SLOPE 20-25%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/10/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/10/06
1:00
-
6„
_
2
1:30
30min
46/16"
110/16"
3
1:31
-
6"
_
4
2:01
30 min
48/16"
18/16"
5
2:02
-
6„
_
6
2:32
30 min
48/16"
18/16"
Water
Added
Percolation Rate 20 (min/in) Perc Hole Diameter 6"
Test Run Between 2 feet and 3 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
60
O gA
�
�,; A a®e6 % c�tv�
fefb��
KND ENGINEERING g•@
e � •
20441 PTARMIGAN BLVD.'
6 00 3 coo aca R@ fa@<w e a
EAGLE RIVER, AK 99577-8736
g oe •fCCE
•gH a@etro C@4 �!`sa
..'.'. �""'^c�'..'�'zK a UFu'`,`.` a':" '.ca"r - z'`^, gs.. `-•4'�'sc� .w"€r}*'".:r `6...s2.El��� e 4
SOILS PERCOLATION TEST 4kFoppQF3s��taP�
�a
Performed for: Harvest Properties, LLC Date Performed: 09/08/06
Project: Views at Prominence, Block 3, Lot 2 TEST HOLE #
Depth
(Feet) SEE ATTACHED SITE PLAN
1- M ORG/OL FOR HOLE LOCATION
2-
3- r5tA GM dense
4-- BOH - bedrock
5-
6-
7-
8-
9-
10-
HOLE PRESOAKED PRIOR
TO TEST
SLOPE 20-25%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/10/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/10/06
1:00
-
6"
_
2
1:30
30 min
414/16"
12/16"
3
1:31
-
6"
-
4
2:01
30 min
51,
1"
5
2:02
-
6"
_
6
2:32
30 min
415/16"
11/16"
Water
Added
Percolation Rate 28 (min/in) Perc Hole Diameter 6"
Test Run Between 2 feet and 3 feet
I,,Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
Af i 5 6 3 FEB 0 12007
KND ENGINEERING
OF 4� %tt(}
Lis<Ao <po-sreca
a"Y,6'i t9�
< ccs
s
20441 PTARMIGAN BLVD. @sep �p ooppp=@p« �G6g e' e
EAGLE RIVER, @< p<@
AK 99577-8736 ;
�CC@t 4 tt
'n�xs`'-��"��� '�� ��"`��,��3aa'"s., �,:����x.���c'z�.s•�'a� � ��,mcr c �" s� ,�' *,," ��... � L'tt i K:'`rt•: :... a [�
SOILS PERCOLATION TEST
Performed for: Harvest Properties, LLC Date Performed: 09/08/06
Project: Views at Prominence Block 3 Lot 3 TEST HOLE # G�
Depth
(Feet) SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
5- t�
BOH - bedrock
6-
7-
8-
9-
10-
11-
12-
13-
14 -
NO PERC TEST PERFORMED
SOIL TOO DENSE
SLOPE 17-22%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/10/06
Reading Date Gross Net Depth to Net
Time Time Water Drop
Water Added
L
rcolation Rate _ (min/in) Perc Hole Diameterst Run Between 2 feet and 3 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
S11563 FEB a 72N7
62 0
®F .(/�
K D ENGINEERING 04 o e- a
20441 PTARMIGAN BLVD. Got ° ,G°®°° °a
EAGLE RIVER, AK 99577-8736'
em m° mem
Kenneth /A.. :u f
CE 71
SOILS PERCOLATION TEST ���F9F °°°t'' a
�k "'4pFESS1� �
Performed for: Harvest Properties, LLC Date Performed: 09/08/06
Project: Views at Prominence Block 3 Lot 4 TEST HOLE #
Depth
(Feet) SEE ATTACHED SITE PLAN
1- ORG/OL FOR HOLE LOCATION
2-
3-M GM w/ gp pockets
4 -
BOH - bedrock
5-
6-
7-
8-
9-
10-
11-
12-
13-
14 -
HOLE PRESOAKED PRIOR
TO TEST
SLOPE 20-2570
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/10/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/10/06
1:00
-
6"
_
2
1:30
30 min
2"
4"
3
1:31
-
6"
-
4
2:01
30 min
2"
4"
5
2:02
-
6"
_
6
2:32
30 min
21/16"
3 15/16"
Water
Added
Percolation Rate 7.6 (min/in) Per Hole Diameter 6
Test Run Between 2.5 feet and 3.5 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
' 1 15 6 3 FEB 0 72W7
63
�^ � pDfl 600 (t66.aE � �VY
OF
KND ENGINEERING • °�66�
20441 PTARMIGAN BLVD.- ` 4 a6
� @PO � 36Cfi UOGCS @t4aas O
EAGLE RIVER, AK 99577-8736
�'� ��� �^ �: � .•�»`� > ..u,�s� `>-w,r': a �� r �-"a 3 'mfr k" `av''"� '�..s,� s s ,<"
Kenreit �r. 4uf • �'
6� CC- 7,13 : • c4 cs
SOILS PERCOLATION TEST �� 9Fo 4;?
a6>�
� pNOFESS\SN��
Performed for: Harvest Properties, LLC Date Performed: /0 /0
Project: Views at Prominence Block 3 Lot 5 TEST HOLE # o
Depth
(Feet) SEE ATTACHED SITE PLAN
1- ORG/OL FOR HOLE LOCATION
2-
3- ,, GP/SP w/ trace of silt
4-
5-
6-
7-
8-
9-
10-
15-
ML/SM
BOH - bedrock
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 20-2570
Was Ground water encountered? YES What depth? 9'
Depth to water after monitoring? 8' Date? 10/10/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/10/06
1:00
-
6"
-
2
1:10
10 min
210/16"
36/16"
3
1:11
-
6"
-
4
1:21
10 min
212/16"
34/16"
5
1:22
-
6"
-
6
1:32
10 min
211/16"
35/16"
7
1:33
-
6"
-
8
1:43
10 min
212/16"
34/16"
9
1:44
-
6"
-
10
1:54
10 min
213/16"
33/16"
11
1:55
-
6"
-
12
2:05
10 min
213/16-
33/16"
Water
Added
Percolation Rate 3.1 (min/in) Perc Hole Diameter 6"
Test Run 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.
1 � 6 3 FIB 0 / 2 ff- t
eU
N S :G' OXY'• as G6 !»
ENGINEERING
20441 PTARMIGAN BLVD.`m r
0 co e v aG«s¢¢g e.
EAGLE RIVER, AK 99577-8736eo
:r'wr'•`�'-$'"3'a-,.'-�4�� ' r�`�,3, '� - '�:'w.rn *,. t rmr, ^,Y,., a�, "'°c ,r's • r: a �a
SOILS PERCOLATION TEST
Performed for: Harvest Properties, LLC Date Performed: 09/06/06
Project: Views at Prominence Block 5 I
Lot 2 TEST HOLE #
Depth
(Feet) SEE ATTACHED SITE PLAN
1- Im ORG/OL FOR HOLE LOCATION
2-
3-
4-
5-
6-
7-
8-
9-
10-
GM/gp & cobbles to 2'
seeps
Fractured bedrock
BOH - bedrock
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 10-1570
Was Ground water encountered? YES What depth? 5'
Depth to water after monitoring? 5' Date? 10/06/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/06/06
1:00
-
6"
-
2
1:30
30 min
53/16"
13/16"
3
1:31
-
6"
-
4
2:01
30 min
5 4/16"
12/16"
5
2:02
-
6"
-
6
2:32
30 min
54/16"
12/16"
Water I
Added
Percolation Rate 40 (min/ in) Perc Hole Diameter 6"
Test Run Between 2 feet and 3 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
SJ 115 (3 3 F C0 0 7 2007
o< s9oscopo ,. ¢
-d
ry �x�� � �� r- � �;�_ �`�� .R ��� ��"' - � 9 g Ken i' •r_^• _-
..,+...�-s..�.
SOILS PERCOLATION TEST 4
pROFcs��'���z�
Performed for: Harvest Properties, LLC Date Performed: 09/06/06
Project: Views at Prominence Block 5 Lot 3 TEST HOLE #
Depth
(Feet) SEE ATTACHED SITE PLAN
1-Im ORG/OL FOR HOLE LOCATION
2-
3 "' GP/gm & cobbles to 1'
4
5-
6 '1 SM/ml
7-
8-
10 -
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 10-1570
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? 5' Date? 10/06/06
Reading
�iKND
Gross
Time
Net
Time
Q
Net
Drop
ENGINEERING
20441 PTARMIGAN BLVD.'
-
6"
EAGLE RIVER, AK 99577-8736—_-1"`�
`"QEP GJ.d'L'Sc ya4€2G .2 LTJ n.:�
a
o< s9oscopo ,. ¢
-d
ry �x�� � �� r- � �;�_ �`�� .R ��� ��"' - � 9 g Ken i' •r_^• _-
..,+...�-s..�.
SOILS PERCOLATION TEST 4
pROFcs��'���z�
Performed for: Harvest Properties, LLC Date Performed: 09/06/06
Project: Views at Prominence Block 5 Lot 3 TEST HOLE #
Depth
(Feet) SEE ATTACHED SITE PLAN
1-Im ORG/OL FOR HOLE LOCATION
2-
3 "' GP/gm & cobbles to 1'
4
5-
6 '1 SM/ml
7-
8-
10 -
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 10-1570
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? 5' Date? 10/06/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/06/06
1:00
-
6"
-
2
1:30
30 min
111/16"
45/16"
3
1:31
-
6"
-
4
2:01
30 min
113/16"
43/16"
5
2:02
-
6"
-
6
2:32
1 30 min
113/16"
4 3/16"
Water
Added
Percolation Rate 7.16 (min/in) Perc Hole Diameter 6"
Test Run Between 2 feet and 3 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
! 1'563 FEB 0 7-007
66
OF 4
KND ENGINEERING
20441 PTARMIGAN BLVD.
.
8 Mao 6c ag eaeo6°Ga ae¢¢v,o�e
EAGLE RIVER, AK 99577-8736 f
1 ,,v
°.
Kennei;f 1ri.
sCE a
SOILS PERCOLATION TEST/`gig
4 OpRCFEcS,o
%"0', . �W
Performed for: Harvest Properties, LLC Date Performed: 09/0606'
Project: Views at Prominence, Block 5 Lot 4 TEST HOLE #
Depth
(Feet) SEE ATTACHED SITE PLAN
1-Im ORG/OL FOR HOLE LOCATION
Fla
3- KJUA GM/SM-ML & cobbles to 1'
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 10-15%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? 5' Date? 10/06/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/06/06
1:00
-
6"
2
1:30
30 min
5 5/16"
11/16"
3
1:31
-
6"
-
4
2:01
30 min
54/16"
12/16"
5
2:02
-
6"
-
6
2:32
30 min
5 5/16"
11 / 16"
'J.
Water
Added
Percolation Rate 44 (min/ in) Perc Hole Diameter 6"
Test Run Between 2.5 feet and 3.5 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
x.1563 FEB 0 7 2007
67
Is t4
KND ENGINEERING wf ' yk°°
ice'' W c"` ,4 r. w !<!F e ��
20441 PTARMIGAN BLVD. 5It.. fiC"L°°°
EAGLE RIVER, AK 99577-8736LWOW M,
!
. ...,
FT ec.caeu �
SOILS PERCOLATION TEST
J9 E S ,
Performed for: Harvest Properties, LLC Date Performed: 09/i06 / 06
Project: Views at Prominence Block 5 Lot 4 TEST HOLE # f
Depth
(Feet) SEE ATTACHED SITE PLAN
1- ORG/OL FOR HOLE LOCATION
2-
3- USA, SM -ML & cobbles to 1'
12-
13 -
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 12-17%
Was Ground water encountered? YES What depth? 8'
Depth to water after monitoring? 8' Date? 10/06/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Uro
1
10/06/06
1:00
-
6"
-
2
1:30
30 min
56/16"
10/16"
3
1:31
-
6"
-
4
2:01
30 min
56/16"
10/16"
5
2:02
-
6"
-
6
2:32
30 min
5 7/16"
9/16"
Water
Added
Percolation Rate 53 (min/ in) Perc 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.
i 6 3 FEC �,.,
C J �t
ND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
a s aec oyaa,�a.�aevy+ra oa
��:,.m�4'�.,�����aw%��`u+a ,, �-�+,.'�N'n�� °�i �,�Y.r'�,M.'+.'9'ain�a�f'"f„��, .�,„r.+,.,*,. ''ki�u.+n u,.-�kzj.. .3� l�*.r�,l ��;y�`'.'' � i� • �".Ci - Yl. ij� •'(�
i
71
SOILS PERCOLATION TEST �a�Fp°ba�z/' G s;a9�
Performed for: Harvest Properties, LLC Date Performed: 09/06/06
Project: Views at Prominence Block 5 Lot 5 TEST HOLE # 1
sem.; 1,4N
G • ce
� � oc•^. Af'�7� a 1
6sn:��acs�res. soaa csaes aasQss�
Depth
(Feet) SEE ATTACHED SITE PLAN
1- ORG/OL FOR HOLE LOCATION
In
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13 -
GP/SP
seeps
BOH - Bedrock
SLOPE 20-25%
Was Ground water encountered? YES What depth? 5'
Depth to water after monitoring? 4' Date? 10/06/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
9/6/06
1:00
-
6"
-
2
1:02
2 min
dr
6"
3
1:03
-
6"
-
4
1:05
2 min
dr
6"
5
1:06
-
6"
-
6
1:08
2 min
dry
6"
Water
Added
Percolation Rate <1 (min/ in) Perc Hole Diameter 6"
Test Run Between 2 feet and 3 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
4 i 63 FEi3 0 ?20j7
63
L'
ND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER AK 99577-8736
°•c — 8 6 7i
` }�yT
P¢ CO @Sft(Q�e@+90E0®f °OC E®C60ep3 q�Dj
Ken neih h.. Cu;=
ggti
jCE 7116
SOILS PERCOLATION TEST f
Performed for: Harvest Properties, LLC" Date Performed: 09/07/06
6
Project: Views at Prominence, Block Lot 1 TEST HOLE # 61
Depth
(Feet) SEE ATTACHED SITE PLAN
1- E ORG/oL FOR HOLE LOCATION
2-
3-
4-
5-
6-
7-
8-
9-
10-
GM/gp
BOH- Bedrock
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 20-25%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/09/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/09/06
1:00
-
6"
-
2
1:30
1 30 min
4 9/16"
17/16"
3
1:31
-
6"
-
4
2:01
30 min
412/16"
14/16"
5
2:02
-
6"
-
6
2:32
30 min
412/16"
14/16"
Water I
Added
Percolation Rate 24 (min/ in) Perc Hole Diameter 6"
Test Run Between 2.5 feet and 3.5 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
70
KN5�����/ / �pe 1660 Q®a� V
J�\/�\/
ENGINEERING acz
20441 PTARMIGAN BLVD.�l�! JQCOC C6EP@!C c.er!
EAGLE RIVER AK 99577-8736
'S Kerre.ct
�E'' `' moi` �x�t .,��;> �' (��; "
CE 7,1116.' 'Q
SOILS PERCOLATION TEST
Performed for: Harvest Properties, LLC Date Performed: 09/`06/06
Project: Views at Prominence, Block Lot 2 TEST HOLE #
Depth
(Feet) SEE ATTACHED SITE PLAN
1- M ORG/OL FOR HOLE LOCATION
2-
3-
4-
5-
6-
7-
8-
9-
10-
GP/SP
seeps
BOH - bedrock
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 17-22%
Was Ground water encountered? YES What depth? 5'
Depth to water after monitoring? 5' Date? 10/06/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/06/06
1:00
-
6"
-
2
1:30
30 min
0"
6"
3
1:31
-
6"
-
4
2:01
30 min
0"
6"
5
2:02
-
6"
-
6
2:32
30 min
0"
6"
Water
Added
Percolation Rate 5 (min/in) Perc Hole Diameter 6"
Test Run Between 2 feet and 3 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
11563 FEB 0 7 'J_007
OF xq,�. �%t
NDENGINEERING
20441 PTARMIGAN BLVD. at
g4 oc a':e a °soaea c® ueo �a e �i
EAGLE RIVER, AK 99577-8736 _ c`
•fBKcnnc� o:1. L- is 4t
e l'�
� `'n CE 7116
SOILS PERCOLATION TESToff
tQ ¢p'e'•s so^d9i 0.�
Performed for: Harvest Properties, LLC Date Performed -----92L221 06
7-
8-
9-
10 -
HOLE # _
SEE ATTACHED SITE PLAN
ORG/OL FOR HOLE LOCATION
GM dense
BOH - bedrock
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 17-"%,
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/09/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/09/06
1:00
-
6"
-
2
1:30
30 min
5"
1"
3
1:31
-
6"
-
4
2:01
30 min
52/16"
14/16"
5
2:02
-
6"
-
6
2:32
30 min
52/16"
14/16"
Water I
Added
Percolation Rate 34 (min/in) Perc Hole Diameter 6"
Test Run Between 2 feet and 3 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
j_j FEB G 7'U7
72
[ F
KND ENGINEERINGeF.
-4 70
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
�- � g O@�C 9F •Y •* �
a
• Ken . h �. GUi
a r Ii
_
�ne'n
c@
CEa
SOILS PERCOLATION TEST
"80 SsO
Performed for: Harvest Properties, LLC Date Performed: 09//07/06
Project: Views at Prominence, Block Lot 3 TEST HOLE # '`
Depth ✓
(Feet) SEE ATTACHED SITE PLAN
1- 0
ORG/OL FOR HOLE LOCATION
2-
3-GM/gp
4-
5- BOH- Bedrock
6-
7-
8-
9-
10 -
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 20-2570
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/09/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/09/06
1:00
-
6"
-
2
1:30
30 min
4 7 /16"
19/16"
3
1:31
-
6"
-
4
2:01
30 min
49/16"
17/16"
5
2:02
-
6"
-
6
2:32
30 min
4 9/16"
17/16"
Water
Added
Percolation Rate 21 (min/ in) Perc Hole Diameter 6"
Test Run Between 2.5 feet and 3.5 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
` 115 6 3 i= E B 0 7 2007
73
KND ENGINEERING'a�c`: `c
t a
3 �' d
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
®aooan mz :@s`
�'; fis : r4't
SOILS PERCOLATION TESTFa�$'v
Performed for: Harvest Properties, LLC Date Performed: 09/07/06
-oject: Views at Prominence, Block 9, Lot 4 TEST HOLE #_
Depth
(Feet) SEE ATTACHED SITE PLAN
1-E ORG/OL FOR HOLE LOCATION
'rA
3- WA GM/GP
4-
5-
6-
7-
8-
9-
10-
11-
12-
13 -
seeps
14- BOH - bedrock
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 12-17%
Was Ground water encountered? YES What depth? 13.5'
Depth to water after monitoring? DRY Date? 10/09/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/09/06
1:00
-
6"
-
2
1:30
1 30 min
412/16"
14/16'
3
1:31
-
6"
-
4
2:01
30 min
414/16"
12/16"
5
2:02
-
6"
-
6
2:32
30 min
4 14/16"
12/16"
Water
Added
Percolation Rate 27 (min/ in) Perc Hole Diameter 6"
Test Run Between 3.5 feet and 4.5 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
150 SEB 0 7HV07
74
a �<
0F A c
XND ENGINEERING Iq UF V tD
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
SOILS PERCOLATION TEST °V 4a'
as oe•
Performed for: Harvest Properties, LLC Date Performed: 09/07/06
Project: Views at Prominence, Block 6', Lot 8 TEST HOLE #
Dep IN
(Feet) SEE ATTACHED SITE PLAN
1- ORG/OL FOR HOLE LOCATION
6 GP/SP — gm/sm
r
unconsolidated lenses
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 10-15%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/09/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/09/06
1:00
-
6"
-
2
1:30
1
5"
1"
3
1:31
-
6"
-
4
2:01
30 min
5 1/16"
6
14-
4 BOH
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 10-15%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/09/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/09/06
1:00
-
6"
-
2
1:30
30 min
5"
1"
3
1:31
-
6"
-
4
2:01
30 min
5 1/16"
15/16"
5
2:02
-
6"
-
6
2:32
30 min
5"
1"
Water
Added
Percolation Rate 30 (min/ in) Perc 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.
(Feet) SEE ATTACHED SITE PLAN
1- ORG/OL FOR HOLE LOCATION
2-
3-
4-
5-
GP/SP -- GM/SM
(unconsolidated lenses/pockets)
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 10-15%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/09/06
Reading
OF /Wlltz
Gross
Time
40 a
y;q_FG0.0 ba
XND
Net
Drop
ENGINEERING
Q°
�4'r
1:00
t 4
20441 PTARMIGAN BLVD.
-
EAGLE RIVER, AK 99577-8736--
.0069i
1:10
10 min
37/16"
29/16"
SOILS PERCOLATION TEST'-�:,
1:11
Performed for: Harvest Properties, LLC
Date Performed: 09/07/06
Project: Views at Prominence, Block,* Lot 9
TEST HOLE # -2 _
Depth
1:21
(Feet) SEE ATTACHED SITE PLAN
1- ORG/OL FOR HOLE LOCATION
2-
3-
4-
5-
GP/SP -- GM/SM
(unconsolidated lenses/pockets)
HOLE PRESOAKED
PRIOR TO TEST
SLOPE 10-15%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/09/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/9/06
1:00
-
6"
-
2
1:10
10 min
37/16"
29/16"
3
1:11
-
6"
-
4
1:21
10 min
39/16"
27/16"
5
1:22
-
6"
-
6
1:32
10 min
311/16"
2 5/16"
7
1:33
-
6"
-
8
1:43
10 min
312/16"
24/16"
9
1:44
-
6"
-
10
1:54
10 min
3 11/16"
2 5/16"
11
1:55
-
6"
-
12
2:05
10 min
311/16"
25/16"
Water
Added
Percolation Rate 4.32 (min/ in) Perc Hole Diameter 6"
Test Run Between 4 feet and 5 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
�. .f h E3 17�s,,
76 t
�1 fir 'v
0-
K}D ENGINEERING �, °® °a°e°®®aatl
20441 PTARMIGAN BLVD.
aco• °
EAGLE RIVER, AK 99577-8736 9 8°s Oa 046040s6400
° .�
V� � ® Kennet Duff•
SOILS PERCOLATION TEST ���`��F a ct� �jj� ��
Oa 2•i00
Performed for: Harvest Properties, LLC Date Performed: 09 0
'°ROFEss�o��,
Project: Views at Prominence, Tract 1 TEST HOLE # Z-�Z,17
Depth
(Feet) SEE ATTACHED SITE PLAN
1 -mi ORG/OL/GP FOR HOLE LOCATION
2-
3-
4-
5-
6-
7-
8-
9-
10-
GM/gplenses dense
GP/GM
BOB - bedrock
HOLE PRESOAKED PRIOR
TO TEST
SLOPE 12-17%
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/10/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/10/06
1:00
-
6"
-
2
1:30
30 min
412/16"
14/16"
3
1:31
-
6"
-
4
2:01
30 min
412/16"
14/16"
5
2:02
-
6"
-
6
2:32
30 min
413/16"
13/16"
Water
Added
Percolation Rate 25 (min/ in) Perc Hole Diameter 6"
Test Run Between 2.5 feet and 3.5 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
I a FCC u / 2({.l7
77
OF 44 -i �t
K'd' N �- ®
qOa°g p°o0 ospap D ENGINEERING,{Yc�, ' ®°p ,�� a
20441 PTARMIGAN BLVD. p°=�
G °°e4 Co GWap6ppppG 6pppee • o
EAGLE RIVER, AK 99577-8736
000 s ...
Ke ;neih M. Liu :r:- 14i �
iJ,'oa CE 7116
SOILS PERCOLATION TEST7116
SOILS
4%P90FESSI��,:�„
Performed for: Harvest Properties, LLC Date Performed: 10 10
Project: Views at Prominence, Tract 2 TEST HOLE # _!_
Depth
(Feet) SEE ATTACHED SITE PLAN
1- ORG/OL FOR HOLE LOCATION
12-
13-
14 -
HOLE PRESOAKED PRIOR
TO TEST
SLOPE 22-2870
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 10/20/06
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
10/13/06
1:00
-
6"
-
2
1:30
30 min
4"
2"
3
1:31
-
6„
-
4
2:01
30 min
4 1/16"
1 15/16"
5
2:02
-
6"
-
6
2:32
30 min
4"
2"
'
Water
Added
Percolation Rate 15 (min/in) Perc 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.
. 'l 1.,, � r
6 , 7 i
--
„11 � - - _
---
6. Lot torrI . , , , I � I � , , 1 ��
, , ,,
11
X83+L: ` f�'
oad
el ,
_
.,, _
'' ` ' ` r 257.3 `�`�•, ; , ' '! ' :301.5 , ; �s %02620; J,' , 223.0Y, .218.9'.,' 5. ' 224,0: 424.3' 381.1' l_ 2J5!•. --
r r '.- _ _ -
,: - _
- , , , _/
7 t
11
0
I
•-
r r r
r , , ,#, . GAVGP- n .+ ' n' , .,"•,..�._...
i
, 11 11
r� , , yI LOT,' 78idrock 6. i _ ' , v r' - a - r + . .
,XO 16.' `'"
1 m [ ,` PeL� 8tq n ,nth' h + ¢ LOT oS is
, %
Na WT r ' .0 LOO 26 �.
, ' a u 2.7_.ncres" 2.1.dpres . N .
, , , , , A 32
'L T
r , , . , , , ,,1%, ' �, C
r '
r ,` ' i ' ; i , '' ,' : 'i h, :EP ; 2. �re5', i R O -
1 52J.2 ; , - ,, i' R=250.0 n- _
.� _ , `-
11 i , + ' , ! L,. , `;,. h , t _` 654.3' , -,"` '•, 9f'"
7 .^, /14,9 - , ....__._
i
2 -S dM/dP16 m _
„ : , ,
3
, ,111.
Hedrock ( io toT 28 {lo!�d f e Lo7 23 - --- -
' ' ,+ , ' 1 • •P.erc' Rafe r'2lrhin ,nth , ,' I .•' , , L =9 ; p c 49'A9' Wt: "-,'= ,7585 -2:5's res o - ... - __
, , , , . , . f f i ^ 6 ac es' 26 acres.. N
No J4T , , , ! `' 1 LOT 30 n
Q _....
I G0T,2
i r
, I o„ ' I '--' _ '
9 acres h _...�.
, j , 2,5 pcaes _ r - T _
.
1 I
, , , , , , , .._. , , i ` i K i `364.4 .. a ' " m _.. '-_
, .
,
11
LOT
, I. 1 24 ..- _ _ _
, , : , , _ _ I ..__.
, r , r ; f ;
f! // // / l T f i / f � ,` ,• , / ,• rr� / /.,,......_.-,.....- . 1 / j ,r ,` / f / f f ,` t � � r r r r ^,• / r ,•
\ 1 \ S
J
8�i rl 1 � IR,
J / /
16
t ! r J f 1 f j / ( 0// r
! J = ! ® I
11 % ! ! � (( % /` !J � ! t------ ! 1 f 1 1 I r!„✓ // r J! ! ! 1 / , / / ,!/J / ! // , i � / , f / r
+! f / r I t ! ,t/ ; • tt ll 1 _../' \ \ ! , i r ! !t 3C 223.0'/27.3 11.� 1 /I X62.01
/
it
' 1
21-61 �M yGPf N
! 1 r _1t 1 ! 1 /• 1 ( 1 r r , �_ _"c6 -
f 1 f I 1 ! 1 f 1 1 1 t S t
LOT/' 18ed rock 61/ t t f f1— , F o , '�Drf
K lib -b
ln'
T I J J ! I /
P' f I t ! �{�g ! 1 1 1 --! ��l Tf
�L %�T / 32
P-� ( f \ H y lam_,,.-�•
!t �. reS �1
5?A.2'J j r 1 t ! t 1 1� { t / / i1 01
I ! !{ !
t j ! t— t
I
!
I—,44c 9
1 J ! r ! 1 v r r
bedrock!5I(
1 r + I I /
1 t ! I I Prem Rate 21minlincJ !
I ! 1 ! r t
Rill rr !/ ' No VST t f / � / / - ` ° !+ \ 1 ' � L0T 30
t �� 1 r ! , '` t r! r // // ,+ _ i r t! ` f t + f t t t t\ `�
LO T T 2 , ;}
1 !f acres
2r5 �ICCeS ! [ ' r
r'
,,364.9
tt2'--16''\GAa\ Dense ! i !I t `� •___� t
Perc Rotel 34 rr1'in/'n4h ,
!—14i.GMIGP
ednock�b� \ r
1+ + t ! t I I 1 O0. y t! -r I' 1 t t 1 f
`�' 8(' GP/SP ' 1 R'= t a. ! s I KDAk18�1�atertable; t ` rc Rat�t27 m inch
! ! , . / J$ 'L�49f1.9` t ' t 1 \ \ ! i , \
t ! 1 r 1 t Z I t a ,Jedrock IS \\ f + r i 1 ' , , , ! , KDBedrpck�l #'
r , _ \ No Watertable
l Perc Rk�te mYn/n�h�''� ! LO7 3'1
! r !
/ i
4 !� WT@3 77� r! 2)\5 Cr&q
,10 t \5' r t
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't 1 J T ! \i i i ! f ! ! / ! !! ! �_ `• '� t - ! •I 1 r \ tt tl t t t !�„� !
L=�.7, ! 373,8 165.8
-i/
( I ! /• cj`<f r. ���r I ! \ { / / 1 1 = _ J / ✓�i t 1 J T /
/ /t ,/ / ! ! �, J rr• �i � i 1 1 ! � t 1'�.�
("IJ` •-� lTY. r f , 1 \ ! / 1 , ( + _
t O li t I t rr/ r ,� f t ,
( 1 ( ! r 1 , t\ F -- L=21� 3
1 \ t t f r O - I
, 2.,5 acres 1 t 1 v
,
! r 2% GP!! ! /'- 2=1000.0
roEk 5 -�! // f J/ �= 261.61 ,/ J N ` ,J /' 1! t LOT 15/
Per R tei ��rr�in/�h`-�
Kb 951 /, �/ f---- / l s5 L0T 1(4 r [ f/' 2.8,' acres
r , 1(o ,! 12.5r a pre4l !` ('
/'4%3. 1 G-