HomeMy WebLinkAboutSILVERWOOD HILL ESTATE S-11495Silverwood
Hill Estates
5-11495
Please fill in the information asked for below.
PETITIONER'
PETITIONER REPRESENTATIVE (IF ANY)
Name (last name t)
Name (last name frst)
Mailing Address
Wailing Address
Contact Phone: Day: (,%, -0707 Night tSawq
contact Phone: Day. Night
X:
F
FAX:
al: rI C h. US C'' a.hca • Covzn
E-mail:
...y.n. ow.wya..nn2.a M - — v.m wvnna.a �n wyyrcnn:nui nein. renure w urruye vuier nCrler , merest trMlers may way procesurg or mR application.
PROPERTY INFORMATION
Property Tax #(000moa-o ):
Site Street Address: 6-0Idu„
Current legal description: (use additional Meet a necessary)
j; Iverwood N%/1 Ee4dfel (8144
Loi I
Z007 --G)
Zoning: f-Z—F
Acreage: 3.9ZL
Grid # /✓W3Sy ;✓w3SS
# Lots: a
# Tracts: -,
I
Total #parcels: /
hereby certify that (I am)(1 have been authorized to act for) owner of the property described above and that I petition to subdivide it in
conformance with Title 21 of the Anchorage Municipal, Code of Ordinances. I understand that payment of the application fee is nonrefundable
and is to cover the costs associated with processing this application, and that it does not assure approval of the subdivision. I also understand
that assigned hearing dates are tentative and may have to be postponed by Planning Department std the Platting Board, Planning and
Zoning Commission, or the Assembly for administrative reasons.
) 0 V0 ay- 200(o
(Agents must provide written proof of authorization)
rroposea legal aescrip ion: (use add honat sheet to necessary)
j�rr•'r (• �T � . .
r,
S 114 9 5 JUN 0 72006
Accepted by: . 11. I Poster d Affidavit . I Fee 1 Case Number
I
r
Page 2
The Platting Board may only grant a variance if the Board finds that all of the following 4 standards are satisfied. Each I
standard must have a response in as much detail as it takes to explain how your property's condition satisfies the
standard The burden of proof rests with you Use additional paper if needed.
There are special circumstances or conditions affecting the property such that the strict application of the provisions of
the subdivision regulations would clearly be impractical, unreasonable or undesirable to the general public.
EXPLAIN: Tyle Lo+ ^f0 & :5.4 cdiV;d4 Cart CKt/ & QCGt?SSFd
rokh "tk Prr va� accce55 zo w OF ►%�e.Cord.$ Jett gyp,- E
COUAP �ar-e w;qk AAAC 21 r $O. 010 rS ;ut�yttc�;ca /
The granting of the specific variance will not be detrimental to the public welfare or injurious to other property in the area
in which such property is situated. f
EXPLAIN: 7-Ae Privr�ak dr,veWcL wAt C4 ser✓C5 -lie Sidi✓KSi�
was burl+ iA -tie CSF 2001. No It q iRca6•a`
C Alt es haat LCC4 tmae(c pnU,�Lk Brie/ l 5,kic-e- ;Y5
Cov�{rur fiav� YivC f.ArS �O, Zt 61�LS
!e deli, cwJal 40 �� P"Ac welkr-e ci-r 7)ti1Aj°'15 '7ta o�l�cr
Such variance will not have the effect of nullifying the intent and purpose of the subdivision regulations or the
comnrehensive plan of the municipality.
EXNLAIN: Graojk +h;5 LJariae,tef
XArSt OF 04),CiVie5i13✓\
:>/afn. -74,5 a�.(.t
�/Ocwct a)
w. e,s
does 1&& `- KL411"1Fy frn�tvwc o -r
re�p/r,�la�iahs/ ar cowc�o!{Gleela;►.f
QCF't i�i CvtGl�f 6U11C YW//� /ds
cc."i-stLtH 4 o
Undue hardship would result from strict compliance with specific provisions or requirements of the subdivision
regulations.
EXPLAIN:
CcvvipliaAq 1i%ik AMC 2/. $D, 010 would
cAe�sE
15;1 verWC-oc4 H /l EC412YC5 YO deeoX,4 14411 /OC recG,
SV (Rev. 01102)'Oacx
:r
K V D ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
Kenimh I
CE
SOILS PERCOLATION TEST
E
Performed for. Neil Nichols Date Performed: 9/2770"
Project: Silverwood Hills "Lot 1" TEST HOLE A 2005-1
� )' S.11495 JUN 0 72006 SEE ATTACHED SITE PLAN
I- M
Org/OL I FOR HOLE LOCATION
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20 -
GM
B.O.H. - Bedrock
SLOPE 5-10%
HOLE PRESOAKED
PRIOR TO TEST
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? NO Date? 10/05/05
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
9/28/05
2:00
6"
-
2
2:30
30 min
32/16"
214/16-
3
2:31
-
6"
-
4
3:01
30 min
32/16"
214/16-
5
3:02
-
6"
-
6
3:32
30 min
31/16"
215/16"
•
Water
Added
Percolation Rate 10.2 (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.
SOILS PERCOLATION TEST
Performed for. Neil Nichols Date
Project: Silverwood Hills "Lot 3" TEST HOLE # zoos 3
DeP1 11495 UUq 0 7W
Feet SEE ATTACHED SITE PLA
Or&1OL
K1 D ENGINEERING
Net
Time
F,Stt
.4i,frt
•� ;••
:4�JT►t
20441 PTARMIGAN BLVD.'a°'�
;!r
N.Y.•. •...Y• N• .N.•.i.1•
EAGLE RIVER, AK 99577-8736
... .. . ...........
SOILS PERCOLATION TEST
Performed for. Neil Nichols Date
Project: Silverwood Hills "Lot 3" TEST HOLE # zoos 3
DeP1 11495 UUq 0 7W
Feet SEE ATTACHED SITE PLA
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
SLOPE 10-15%
78 -
19 -
HOLE PRESOAKED
20- PRIOR TO TEST
N
FOR HOLE LOCATION
Was Groundwater encountered? NO What depth? NA
Depth to water after monitoring? NO Date? 10/05/05
Reading
Or&1OL
Gross
Time
Net
Time
F,Stt
.4i,frt
Net
Drop
�1.
9/28/05
1:00
GNI
ro,z.;
h�r`s,'ci
• ,
1:30
30 min
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
SLOPE 10-15%
78 -
19 -
HOLE PRESOAKED
20- PRIOR TO TEST
N
FOR HOLE LOCATION
Was Groundwater encountered? NO What depth? NA
Depth to water after monitoring? NO Date? 10/05/05
Reading
Date
Gross
Time
Net
Time
Dep to
Water
Net
Drop
1
9/28/05
1:00
6-
2
1:30
30 min
413/16"
13/16"
3
1:31
6-
4
2:01
30min
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=
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.
K' V D ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
SOILS PERCOLATION TEST
Performed for: Neil Nichols Date
Project: Silverwood Hills "Lot 7" TEST HOLE # 2005-6
7-
8-
9-
10-
U-
12-
13-
14-
15-
16-
17-
SLOPE 20-25%
18 -
JUtl 0 7 2006 SEE ATTACHED SITE PLAN
—]
FOR HOLE LOCATION
19 -
HOLE PRESOAKED
20- PRIOR TO TEST
Was Groundwater encountered? YES Whatdepth? 6'
Depth to water after monitoring? 5.5' Date? 10/05/05
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
9/29/05
1:00
6"
-
2
1:30
30 min
414/16"
12/16"
3
1:31
6"
-
4
2:01
30 min
5"
1"
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
L Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
.� 1
1 ..L v� a 1 t 3e t�^ey ^4�. ] �G
` '• � ��ww.1Y� .._•lam '�1
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l
\ Municipality of Anchorage
' Development Services Department
Building Safety Division -
MEMORANDUM
DATE: May 18, 2006
TO: Jerry Weaver, Jr., Platting Officer, CPD
FROni:)aniel Roth, Program Manager, On -Site Water and Wastewater Program
SUBJECT: Comments on Cases due May 19, 2006
The On -Site Water & Wastewater Program has reviewed the following cases and has
these comments:
S11055-3 McKinley Heights Subdivision
No objection
S11452-2 Shangri-La East Subdivision
Comments to remain the same as February 10
S11464-2 Lynn Dale Subdivision
Comments to remain the same as March 23
S11485-1 Capps Subdivision
No objection
S11493-1 John Wayne Subdivision
No objection
S11494-1 McCarty Subdivision
Information to satisfy the requirements specified by AMC 21.15, AMC
15.55 and AMC 15.65 must be submitted for each lot within this proposed
subdivision. This information must include, but may not necessarily be
limited to:
1. Soils testing, percolation testing, and ground water monitoring must be
conducted to confirm the suitability for development using on-site
wastewater disposal systems. Ground water monitoring must be
Comments on Cases due 5/18/2006
Page 2
conducted during high ground water season in either the fall (October) or
spring (May).
2. Areas designated for the original and replacement wastewater disposal
system sites must be identified and must meet all criteria specified in
AMC 15.65 including slope and slope setback requirements.
3. Topographical information must be submitted.
4. Provide documentation for water availability to serve water wells.
S11495 —1 Silverwood Hill Estate Subdivision
Information to satisfy the requirements specified by AMC 21.15, AMC
15.55 and AMC 15.65 must be submitted for each lot within this proposed
subdivision. This information must include, but may not necessarily be
limited to:
1. Soils testing, percolation testing, and ground water monitoring must be
conducted to confirm the suitability for development using on-site
wastewater disposal systems. Ground water monitoring must be
conducted during high ground water season in either the fall (October) or
spring (May).
2. Areas designated for the original and replacement wastewater disposal
system sites must be identified and must meet all criteria specified in
AMC 15.65 including slope and slope setback requirements.
3. Topographical information must be submitted.
4. Provide documentation for water availability to serve water wells.
S11496-1 Eagle Crossing Subdivision
No objection
Platting Board
Summary of Action
June 7, 2006 3� 0
Page 10
3.
4.
o
Enstar requests that a p2jc be placed on the plat
as follows: 'There is an existing Thirty Feet (301
wide natural gas easement granted to ENSTAR
Natural Gas co. and recorded on July 22, 2002 at
State Serial No. 2002-048741-0, records of the
Anchorage Recording District, Third Judicial
District, State of Alaska."
Resolving with Watershed Management Services
(WMS) that all streams and drainage ways are
mapped. WMS will assist in identifying streams
and drainage ways. Please provide a two weeks
notice for our assistance. 3413 -'9078 57e% -,L0,5
V
Submitting to Watershed Managerrfent Services
(WMS) an EPA Storm Water Pollution Prevention
Plan for review.
Surveying the proposed 60 -foot access easement
along the common boundary of proposed Lots IA
and 2A and placing a note on the plat stating the
intended use of the easement and any restrictions
on the use of the easement and responsibility for
maintenance of the easement.
Resolving the open Case 2004-04115, for building
without a permit with Land Use Enforcement. V "'d f'(000 -
Submitting information to On -Site Water and
Wastewater Services (OSWWS) to satisfy the
requirements specified by AMC 21.15, AMC 15.55
and AMC 15.65 must be submitted for each lot
within this proposed subdivision prior to recording
a final plat. This information must include, but
may not necessarily be limited to the following:
a.
a.;, .7-.17'06
Soils testing, percolation testing, and
ground water monitoring must be conducted
to confirm the suitability for development
using on-site wastewater disposal systems.
Ground water monitoring must be
conducted during high ground water season
in either the fall (October) or spring (May).
��/3-�gby Aa►��o�
$v6S'- 37 9
yY0 - 96c 1 E3 eV_jt
Platting Board
Summary of Action
June 7, 2006
Page 11
Q
Areas designated for the original and
replacement wastewater disposal system
sites must be identified and must meet all
criteria speed in AMC 15.65 including
slope and slope setback requirements.
Topographical information must be
submitted.
Provide documentation for water availability
to serve water wells.
Amending the Declaration of Covenants,
Conditions and Restrictions for Silverwood Hill
Estates Subdivision to address the following:
h
° a
Use including any restrictions on use of the
60 -foot access easement along the boundary
common to proposed Lots 1A and 2A and
responsibility for the maintenance of the
easement.
Exhibit A that is referenced in Article I,
Section 16 depicts the four lots created with
Plat 2001-006. A revised exhibit showing
the additional lots to be created -within
Silverwood Hill Estates Subdivision with this
plat needs to be included in the covenants.
g. � S-11452-2 Shangri-La East Subdivision
De of the request to revise the ase plan and to
amen condition of approval t allow the developer to
record a plat an<seU of the 37 proposed lots
prior to securin the fcomplete the design and
construction of rive and Hillside Drive
from Rabbit Creek onortheast corner of the
petition site (Tr t 1,a East) as required by
Condition #3 that sta
The fun g to complete the design an nstruction of Mt.
Air d Hillside Drive from Rabbit Cree ad to the
no asf comer of Tract 1, Shangri-La East, hall occur
rior to the recordation of any final plat. (Note. The
northern connection to Rabbit Creek Road will need to be
AKIND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER AK 99577-87
696-6111/FAX (907) 696-8111
July 15, 2006
Daniel J. Roth
Program Manager,
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
RE: Silverwood Hill Estates — DSD Summary of Action Comments
Dear Dan,
We are submitting the requested information for the above referenced property
for your review and approval. Attached is the topographic information,
proposed septic reserve areas with corresponding soils logs and water
availability data of properties in the immediate vicinity.
DSD well data shows the average yield for the surrounding area to be
approximately 2.08 GPM, with a range from 0.5 GPM to 4 GPM. The property
generally slopes towards the west and south at approximate grades of 10 to 307o.
The available data of the referenced and adjacent properties show that the
proposed lots have adequate soils, water production, topography and other
characteristics to support on-site water and wastewater systems that meet the
criteria specified in AMC 15.55, AMC 15.65 and AMC 21.15.
We respectfully request approval and plat signoff of the above referenced plat. If
you have any questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
KND Engineering, Inc.
Kenneth
Attachments: As noted
Cc: Neil Nichols
file
KNID ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
SOILS PERCOLATION TEST
Performed for. Neil Nichols Date Performed: 9/27/05
Project: Silvenvood Hills "Lot 1A" TEST HOLE n 2005-1
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20 -
Depth
(Feet)
SEE ATTACHED SITE PLAN
Org/OL I FOR HOLE LOCATION
GM
B.O.11. - Bedrock
SLOPE 5-107,
HOLE PRESOAKED
PRIOR TO TEST
Was Groundwater encountered? NO What depth? NA
Depth to water after monitoring? NO Date? 10/05/05
Reading
Date
Gross
Time
Net
Time
Dept to
Water
Net
Drop
1
9/28/05
2:00
6"
2
2:30
30 min
32/16"
214/16"
3
2:31
6"
-
4
3:01
30 in
32/16"
214/16-
5
3:02
6-
6
3:32
30 min
31/16"
215/16"
'
Water
Added
Percolation Rate 10.2 (min/ in) Perc Hole Diameter 6"
Test Run Between 2 feet and _3 feet
1, Kenneth 1.1. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
KND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
SOILS PERCOLATION TEST
Performed for: Neil Nichols Date Performed: 9/27/05
Project: Silverwood Hills "Lot 2A" TEST HOLE # 2005-3
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20 -
SEE ATTACHED SITE PLAN
Org/OL FOR HOLE LOCATION
Gu
B.O.H.- Bedrock
SLOPE 10-15%
HOLE PRESOAKED
PRIOR TO TEST
Was Groundwater encountered? NO what depth? NA
Depth to water after monitoring? NO Date? 10/05/05
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
1
9/28/05
1:00
6"
—Drop
-
2
1:30
30 min
413/16"
13/16"
3
1:31
6"
-
4
2:01
1 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 9_ 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.
INK-11DENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
SOILS PERCOLATION TEST
Performed for: Neil Nichols Date Performed: 9/28/05
Project: Silverwood Hills "Lot 4A" —TEST HOLE 9 2005-6
7-
8-
9-
10-
11-
12-
13-
14-
I5-
16-
17-
l8-
19 -
SEE ATTACHED SITE PLAN
Org/OL I FOR HOLE LOCATION
GM
B.O.H. - Bedrock
SLOPE 20-257,
HOLE PRESOAKED
20- PRIOR TO TEST
Was Cround water encountered? YES {what depth? 6'
Depth to water after monitoring? 5S' Date? 10/05/05
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
9/29/05
1:00
6-
2
1:30
30 min
414/16"
12/16"
3
1:31
6"
4
2:01
30 min
5"
1"
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
L Kenneth NI. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
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( JUN. 08 2001 11:17AM PS
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( JUN. 08 2001 11:17AM PS
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