HomeMy WebLinkAboutSCENIC MEADOWS S-11391-1SCENIC
MEADOWS
5-11391-1
n a'�QSIt
a fva�a C
cad d
¢,{4SA
/
all
i It
F d»i
TI �gt;gl(d
.;yc4ddo��° s
�I .��61`•E��
I� lTtB•RR�
Y.
t �pgj��js-ia "
a� I9�0i?iia#
l
U
E• -
q• (
4afT d=w
eM � •{0 is . ,
I'A
I
i
via*
Uti
yy11 } at
ait:j:T•+'Ss'i
� I ,l�
}'1ttfevai:
Mayor Mark Begich
June 22, 2005
Municipality of Anchorage
P.O. Box 196850 *Anchorage, Alaska 99519-8850 *Telephone: (907) 343-7900
Physical Address: 4700 Bragaw Street* Anchorage. Alaska 99507 * www.muni.org/planning
Planning Department
The Municipality of Anchorage has received application relating to the following short plat
activity. The hearing date Is Monday, July 25, 2005 and comments must reach our office by
Thursday, July 21, 2005 in order to be included in the staff conditions of approval.
Short Plats to be heard:
2 rd f S- r11 -4-
'r c t S; -MAP
311257-2/4l. L ODM "~ l 5 Suds PREVIOUSLY ROUTED
New Subdivision: Scenic Meadows Subdivision (formerly Quinn Estate)
Orig. subdnegai:Voyles Subdivision FOR COMMENTS
Request: To subdivide one tract of land into seven lots.
511391-1 AO oBT, VR001W /} i- L PRorase v L oTS
Now subdivision: Mariner Point at Southport Phase 4S�(i4 L L (pAiAiGC T To P, t S-
Orig. subdn sgal:Mariner Point at Southport Phase 4
Request: To subdivide three lots into two lots with vacation of a 20 foot utility easement.
311392-1
Now subdivision: Philip Subdivision �/ G
Orig. SubdlLagal: South Addition
Request:To subdivide two lots into one lot.
Attached are copies of the proposed plats. Please submit your comments in writing,
specifying any easements or other requirements that you department or agency may
need.
If no easements are required at this time, please provide a list of those plats to which
there is "no comment' or "no objection".
Sincerely,
Jerry T. Weaver, Jr
Platting Officer
Enclosures
Municipality of Anchorage
• "" Development Services Department (• °
Building Safety Division °
MEMORANDUM
DATE: July 18, 2005
TO: Jerry Weaver, Jr., Platting Officer, CPD
FRO,NI�aniel Roth, Program Manager, On -Site Water and Wastewater Program
SUBJECT: Comments on Cases due July 21, 2005
The On -Site Water & Wastewater Program has reviewed the following cases and has
these comments:
S11311-1
^1=2! Scenic Meadows Subdivision
All comments submitted April 29, 2004 remain the same
-f 4 — I Mariner Point at Southport Phase 4
No objection all proposed lots shall connect to public water & sewer
S11392-1 Philip Subdivision
No objection
Apr.29. 2001 2:05PY jerness Ensinee.ins Group. ltd- No -5667 P. 2
%'112 5 7 'JUL z 5 2005
`•. •. �a�
OF
f+�s�c•SfRSdT.
AI
>+o a
�S1
GARNESS ENGINEERING GROUP, Ltd.
M, [ vsawnyA sm .+..
....:.
.... ........
SOIL LOG
. .••• '
LEGAL DESCRIPTION:
PRDPDSED COW ESTATES SUBONMON
,r f A .eee.-
PERFORMED FOR:
OIANN Ca+slRUCTION
DATE. 4/12/7004
it ., -7953 :: f
LABORATORY TESTS
F v
EST HOLE
�'••.........•'^vim
•�P'olff+b^d�
N
V
3U O O
DEPTHy5-
(leet) -e nus
ORGANICS
2
345SITE
1�:
PLAN
7
GM
1•.100•
'
` I tSILTY
B 1
GRAVEL
i
WITH SAND
Ij
9 I i
SOIL CIASSIFICATIONS
.
v_:o GW--_
ORG
10
CP
! ML
GM
CL
n , I
GC
01.
!
` SW
MH
12 i
• •'• : SP
CH
i SM
.' Oil
13
SC
i
14 ! 4
t
DEPTH 10
OAIt
CRWNUWATER
15 !
DRY
I
18 5.011.
17
18
SOILS LOGGCD BY:
CALEB GALL
COMMENTS:
%'112 5 7 'JUL z 5 2005
4 12/04
_
DRY
4 19 04
Apr•19. 1004 2:05PW Ggrness Entineering Group, Ltd.
s Q
�v
r Percent Passlog by Weight
%d y
d
i'^ s
_
u
« 3
>r
W
L
g^A
A
m
r
3
40
n
0
m
a
m
m
o
D
o
d
_
u
« 3
>r
m
N
A
t0
r
40
CD
N
a
o
m
N yyN W W 1a�
w
�
O
•
y
O
w
F
o
�
cn
a
g
_
n
N
n
�
N
Cl
$
No -5667 P. 3
7. 7 T T
o 9 0��� 0 0
u
« 3
,zoo
b
N
A
b
A A
i
CD
A
T
7
N yyN W W 1a�
y
�Qq .q
6
,N,
N
•
r
�
_
n
n
�
F
No -5667 P. 3
8
7. 7 T T
o 9 0��� 0 0
u
« 3
,zoo
b
N
A
b
A A
i
CD
A
T
7
N yyN W W 1a�
y
�Qq .q
6
,N,
N
•
r
�
_
n
n
8
C7'
,zoo
b
N
A
b
A A
i
CD
A
�
y
,N,
N
Aor•29. 2004 2:06PA Garness Ensineerins Group. Ltd.' N2.5667 P. 4
GARNESS ENGINEERING GROUP. Ltd.
-------
•--ooNq{I�TA/fTB
s oeaewAL
oowrwwcTows
�e
... .... .. .. ..... .....:.
.
G
LEGAL DESCRrT&L
PROPOSED GLOW ESTATES SUBDIVISION
9 � j
PERFORMED
rOR:
QUINN CONSTRUCTION
DATE: 4/12/2004
4' 7933
LABORATORY
TESTS
k.
EST HOLE 2
,;'•µ1a
........ ' O
�OO"r•"'°��
a
1
:.::
'
2
exp.•.
L1��•
I
�•'v}
.3
4Ntl
wr:r.
•'t
ter.•
Nrf
SITE PIAN
7
"1
11-100'
SM
•; i
SILTr SAND SOL CLASSIFICATIONS
9
s/ GRAVEL
GIN
ORG
10»:
�i� GP
ML
GM
CL
11�``�t
GC
OL
•»Z
SW
ism
MH
12
SP
CH
i OH
13
�-�w
.�J t
SC
14»1
DEPTH TO
:r.
GROUNDWATER
DATE
15»t
wt
DRY
4/12/04
16
DRY
4/19/04
9.O.EL
17
15
SOILS LOGGED BY:
CALEB GALL
COMMENTS:
Apr•29. 2004 2:06PO 3arnlss Ensinlarins Group. Ltd.
No -5667 P. 5
O
0
A A b �`
►yr
P
<
Percent Passing by Weigbi
>a
C
�
r
_ x 1$•.�� 3� s� X
�
� A i? 8
.
y�_�
N 4
In
'
4
i
A
Y
m
a
S
D
-
o
+.t
_
to
m
-
a
o
sr
d
n
C
W
><
-
fD
13
O
8
S
N
W
o
O
O
�-
O
eD
O
N
W
to
o
o7.
U%w
No -5667 P. 5
X :, r< :5:
7, Z Z
A A b �`
►yr
P
N
N
�
s
N 4
'
4
i
A
Y
X :, r< :5:
A A b �`
►yr
M
N
N
Apr•19. 2004 2:05PO Wren Eneinee'ins Group, Ltd. No -5661 P. 2
GARNESS ENGINEERING GROUP, Ltd.
�+OON6ULTANT6 t OlNe1tAL CO WMAGTOA6 �+s•+�..�.o.
LEGAL DESCRIPTION: PROPOSED QUINN CSTATES SVDONSWN
PERFORMED FOR: DVINN CONSTRUCTION DATE: 4/12/2004
EST HOLE 1
9
to
11
12
13
14
15
GM
Lin
SILTY
GRAVEL
it
I
SOIL CIASSIFICATIONS
GW1011
ORG
'r
I,
CP
ML
GMCL
GC
a.
'r
SWMH
• •'•
SPCH
I
SM
'I
SC
9
to
11
12
13
14
15
GM
Lin
SILTY
GRAVEL
PATH SAND
SOIL CIASSIFICATIONS
GW1011
ORG
I,
CP
ML
GMCL
GC
a.
SWMH
• •'•
SPCH
i .
SM
SC
DEPTH *10 OC1t
CROLRJOWATER
DRY - 4 12/04
DRY 4/19/04
18' ' SOILS LOGGED 9Y: CALEB CALL
COMMENTS:
Apr -29. 1004 1:05PU Gerness Ensineerins Group. Ltd.
o q
O
r-coPercent Pwsing by Weight
P J pg 4
No -5667 P. 3
rG
m
Sg°
tea°
Cl
•
s'
0
.�
�A
w
La
Q
O
W
S
g
y
9
W
N
m
low
m
0
No
pi
i
n
0
b
o
m
o
N
i
m
C
o
R'
w
c
�
G
•
y
to
�.
w
N
�
N
o
$
No -5667 P. 3
rG
m
Sg°
tea°
0
•
s'
a
m
.�
�A
w
La
m
g
y
9
W
N
low
0
No
pi
i
o
i
No -5667 P. 3
rG
m
Sg°
tea°
0
•
s'
a
m
.�
�A
w
La
m
g
y
9
W
N
No -5667 P. 3
rG
Sg°
tea°
•
s'
U C
.�
�A
g
y
9
N
T
pi
i
rG
Sg°
tea°
U C
.�
�A
g
y
9
N
Apr•29. 2004 2:06PW GLrness Ensineerios Group, Ltd. No -5667 P. 4
GAR SS ENGINEERING GROUP, Ltd.
"'�'r`�•�•r'�•COWYLTA/ITBIOlMG11A1.CONTIf4CTOwi
�.••.�.a.�•...�..
/� :�
...
.... .. . ..... .......
OG
LEGAL DESCRIPTIOt1•
PROPOSED QU%NM ESTATES SUBDINSWM
'.J in;...
PERFORMED FOR:
QUWW CONMRUCi10M
DATE: 4/12/2004
P
7853 ?
LABORATORY TESTS
f
EST HOLE #2
dprofaa.... `
1
r...
2
tliJs•
I
3
=r"rJ
4
Sq/1F2
•�ri
S
«
'•fir.
«
7
Woo'
SITE PLAN
ri•
1'.100'
SM
SILTY SAID
IL CLASSIFICATIONS
« W/ GRAVEL
•' Cyr. GW
---� ORG
10GP
ML
GM
CL
11GC
n� «i
ism
C1.SW
SP
MH
CH
��i OH
13
i
Sc
14
DEPTH TO
GROUNDWATER
DATE
15
DRY
4/12/04
16
DIT'
4/12/04
s.0.ft
17
10
SOILS LOGGED BY:
CALEB CALL
COMMENTS:
Apr -29. 2004 2:06PU Gayness Eosheering Group, Ltd.
V
< y
Fa' °�` Percent Passing by Weight
a
A g`g
O To 0
m a
CA
3
O
in
C7
mmtstt4r
w
�sttrr■p
MEM.
Mam
��i
�
o
•
y
tD
rJ'
O
n
V
9
..w
N
M
►.1
y
e
x
g
mmtstt4r
�sttrr■p
MEM.
Mam
��i
t0
..w
M
y
x
y S y y
j '• �D
Ly Wp N 1�wy57
e_71
: T
•r ,p
I� 1� •` 14t
W
I
F.
t0
R>
S
w
No -5667 P. 5
0
-i -
r4D AI
,
P
.P 0M
& a ••
g y 0'4
n 0
r
rD
r
_ nm>
a
s
L
w eo
� R
Qo
n
r
fi
Cl
t0
..w
M
y
x
y S y y
j '• �D
Ly Wp N 1�wy57
e_71
: T
•r ,p
I� 1� •` 14t
W
I
�
t0
R>
S
w
No -5667 P. 5
0
-i -
r4D AI
,
P
.P 0M
& a ••
g y 0'4
n 0
r
rD
r
_ nm>
a
s
L
w eo
� R
Qo
n
r
fi
..w
M
x
y S y y
j '• �D
Ly Wp N 1�wy57
: T
•r ,p
I� 1� •` 14t
I
�
R>
S
Apr -29- 2004 2:05PU Garness Ensinee'ins Group. Ltd. No -5667 P. 2
GARNESS ENGINEERING GROUP. Ltd.
^ C0N9VLTANT8 i GCOWRAL COW"R CTMW
LEGAL DESCRIPTION: PROPOSED DOW ESTATES SUODN ION
PERFORMED FOR: OLANN CONSMCTION DATE; 4/12/2W4
EST HOLE 1
1
z
4
5
6
9
10
11
12
13
14
15
ORGANICS
GM
L
SILTY
GRAVEL
WITH SAND
SOIL CIASSIFICATIONS
q=:a
GW
ORG
CP
I ML
GM
CL
GC
i ' of.
5
SW
MH
....
SP
CH
i .
SM
x,'011
Sc
DEATH 10 Oalt
GROUNOWATEf
DRY 4/12/04
DRY 4/19/04
16' ' SOILS LOGGCD BY: CALEB CALL
COMMENTS:
Apr -29. 2004 2:05PU Girness Engineering Group. Ltd.
d 0
0
Percent Paming by Weight
> Q ••i
S
—
fl�? 9 A 7-77 c P��
SR
0
0
cn
N p a �. a u
o��
a
C
g
zo
o
C.)
41
V
=°own
t0
�
T
W
♦
�i BMs
f % Ifs
Q{ J .
K i�~
�
,{
O
•• T
n
N
s
pp>
O
et
m
a
o
0
-
a
d
Ch
O
in
�
y
o
40
�+
0
tT
9
O1
,�
N
S
—
fl�? 9 A 7-77 c P��
SR
0
0
cn
N p a �. a u
o��
a
a
Om
zo
C.)
41
=°own
t0
�
T
W
♦
�i BMs
f % Ifs
Q{ J .
K i�~
�
No -5667 P. 3
�
71P
fl�? 9 A 7-77 c P��
SR
Cr
N p a �. a u
o��
a
zo
=°own
U
�
T
♦
�i BMs
f % Ifs
Q{ J .
K i�~
�
,{
O
•• T
n
N
pp>
A
SR
Cr
zo
=°own
U
�A
g
N
Aor•29. 2004 2:06PA Garness Ensineetins Group, Ltd.
No -5667 P. 4
GARNESS ENGINEERING GROUP, Ltd. 's
•.,c ,« . rsa.,w, .c a•n ..........
LCGAL DESCRI nOK PROPOSED WM ESTATES SLWN WN p '.J sss.
PERFORMED FOR: Qt11NH CONSTRUCTION DATE• 4/12/2004 +r� 7953 .•';
LABOWORY IF -SM
•.•o' •........ '
EST HOLE 121
CL
u
COMMENTS:
SM
510Y SAND
T/ CRAVEL
t3.
Al
� • -
DRY
IIIU116
11°11111
4/19104
•t
:..�
IIIIIIII
///
mill"
q.6.�
! *14!
yZJJ
3
�w ••t
4
t
5
vyw•
7n+N•
7
w•
h -ti
�• i
»t
10"
11
ter.
»
P.•}
12
�•t
13
14}
.r:
13'°}
16
B.O.H.
17
le
COMMENTS:
SM
510Y SAND
T/ CRAVEL
t3.
Al
� • -
DRY
IIIU116
11°11111
4/19104
Vii'
IIIIIIII
///
mill"
q.6.�
! *14!
DEPTH TO
GROUNDWATER
DATE
DRY
4/12/04
DRY
4/19104
SDtLS LOGGED BY: CALEB ML
Apr•29. 2004 2:06PU Garness Ensineering Group, Ltd.
Percent Passing by Weight
e
Z Z
9 P Q P A P P� o o
o M nl ♦ • +
G
ag
MEN
a
�
W
,
C
low
i
La
g
�
N
.i�
e
Z Z
9 P Q P A P P� o o
o M nl ♦ • +
G
ag
a
�
W
,
C
i
No -5667 P. 5
� D
a
to
y 0'4
n
.0
rr
r
rD
r
0M
a.
'a A
w �
n
r
E
g
�
N
Apr -29- 1004 2:05PU Garners Ensinee•ins Group. Ltd. No -5667 P. 2
OF
GARNESS ENGINEERING GROUP, Ltd.�..
err CON�tAtTANT6 l OCHt AL COMTMCTOR��++....�
e - -•.�
4
1mL w.•re.�..acaenn.woe . ..p..ar•�n. ,.....�•....,�. ..•.•.
•.•. . - ..••••••..
SOIL LOG
..•
LEGAL DESCRIPTION: PROPOSED CUM ESTATES SU9Dr4 ON
,p ' f A. see. .
PERFORMED FOR: CLAW CONSTRUCTION DATE: 4/12/2004
4/
o. '• -7933 ;'�,•
LABORATORY TESTS i0
F TEST HOLE I
�edp..•....... E"
`°1j"t0"
W c WV
.y
y1
�/
A m 3V G G
Hyl^
(feet) ORGANICS
1 j
2
s . i
41
3
!
8 ;
F2
I
7 GM
SITE PIAN
1•.1001
I SILTY
8 GRAVEL
:• I WITH SAND
9 SOIL CLASSIFICATIONS
I
•.°, GW---•
ORG
tD CP
I ML
GM
CL
tt GC
01.
i SW
MH
12 ; i . ••• : SP
CH
i i • SM
x.,'011
1s ! SC
i
14 ocrTH'to oalt
GFtOI•XJUWATER
DRY ...
4/12/04
DRY
18
4/19/04
B.OJL
17
18 SOILS LOGGED BY:
CALEB GALL
COMMENTS:
Apr -29. 2001 2:05PU Ggrness Engineering Group. Ltd.
v o
�v >
o Oa
Percent Pa. -Wag by Weight
>a if
8
No -5667 P. 3
1.s
D o
g
R
8
C
o
zo
VS
W
'
O
U
O
•�
50
r.i
..
�
• y X �
O
W
m
T T X
_V1
a
N
5
s
i=±
as
O
q�
i
w
d
CD
CD
a
e
qm
o
d
-
m
Pr
W
In
t
gn
w
�
G
O
�.
O
C
..
$
(Tr
Of
$
N
N
O
O
Fj
No -5667 P. 3
D o
8
C
zo
VS
s
O
U
O
•�
50
r.i
..
�
• y X �
O
r 3�
T T X
_V1
a
N
5
i=±
as
q�
i
w
L�
e
qm
W
No -5667 P. 3
D o
8
C
zo
VS
s
O
U
O
•�
50
r.i
..
�
• y X �
O
r 3�
T T X
_V1
a
N
5
i=±
as
q�
i
w
L�
qm
W
No -5667 P. 3
D o
8
C
zo
VS
s
U
O
•�
50
r.i
..
�
• y X �
pie! P
r 3�
T T X
N
5
i=±
q�
i
8
C
zo
VS
s
U
O
•�
50
r.i
N
i=±
Apr•19. 2004 2:06PY Garness Engineering Group. Ltd. No -5667 P. 4
_...,.
F
GARNESS ENGINEERING GROUP Ltd.
``rte
.� w ..eroc a ... • , sa p,..gw..ti.� ...
.... .. .. ..... .....:
LEGAL DESCRPPTION:
PRoyosm OUM M= SUBD&IMN
':J !r
PERFORMED FOR:
OLgNN CONSTRI1CrgN DATE., �/1t/2004
. '•
'•
LABORATORY TESTSd
v EST HOLE 2
°� •........•a e
•�P'°''••'° �
F
= a
€
2 e+N
atJ}
N
3 •t
�w
4�..tSB/1
°.�
N
fir}
7 V7
SRE PLAN
:e�w •
1'.100'
B
e •it SM
SILTY SAND S01 ASSIFl�TIONq
":
9t W/ GRAVEL
GW
ORG
10 »; riles GPML
�t GM
CL
Iwt GC
OL
»t S $W
M{1
12 '.. •I • SP
N
CH
wt SM
13 = Sc
OH
14 •'t DEPTH 70
DATE
GROUNDWATER
1S`"..•
DRY
4/12/04
»}
16 DRY
4/19/04
8.031
17
1n SOILS LOGGED BY:
CALEB GLL
COMMENTS:
Apr -29- 2004 2:06PW Garnest Easineerins Group. ltd. No -5667 P. 5
0 A
Percent Passing by Weight
a
C3 Z
A
O p
m
a
0
m
D o
w
m
I
n
Z Z$
P P
tO0
7_ !•� -' Y�� i i
o
'.•
O
6
P
•
rA
,
tD
R'
O
�
a
N
r
(3
�
N
Q�
�•
!�
N
a••.. M b i
W
o
QUENON
4
$
Z Z$
P P
7_ !•� -' Y�� i i
o
'.•
O
6
lD
a
N
�
�•
!�
a K § °� °� �•
a••.. M b i
V
QUENON
V
.
�
AN
W
i
m
w
■�
loww
0
.IR
•
--
Z Z$
P P
7_ !•� -' Y�� i i
o
'.•
O
6
lD
a
N
�
�•
!�
a K § °� °� �•
a••.. M b i
V
V
.
�
AN
W
i
m
w
W
Z Z$
P P
7_ !•� -' Y�� i i
o
'.•
6
a
N
�
�•
!�
a K § °� °� �•
a••.. M b i
V
.
�
i
Municipality of Anchorageboo
.. Development Services Department .
Building Safety Division =
MEMORANDUM
DATE: April 29, 2004
TO: Jerry Weaver, Jr., Platting Officer, CPD
FRO,Nl- mes Cross, PE, Program Manager, On -Site Water and Wastewater
SUBJE Comments on Cases due May 13, 2004
The On -Site Water & Wastewater Program has reviewed the following cases and has
these comments:
S —10998-1 Muldoon Road Landscape & Pedestrian Improvements.
No objections.
S-11004-1 Elmore Road Improvements.
No objections.
S-11251-1 IQuinn Estates.'
Information to satisfy the requirements specified by AMC 21.15 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 (April -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.
• Apr •20. 2004 12:25PM Garness Ensineerins Group, Ltd. No -5378 P. 2
GARNESS ENGINEERING GROUP, Ltd. Q'
.._......CONOYLTAMTO&GaHaw,LCOHTRAerowe» s �♦ :' 4�
mmm: vr�mm
LEC
DESCRIPTION: OU" ESTATES
"WS*"; PROPOSED LOT I.
y ffo-4w
PERFORMED FOR: CUM CONSTRUCTION PATE 4/12/2004 0. a..'9•
gO*t ORGANICS EST HOLE (j1 �1��"P'•rp ••�^�
1
7
6
9
10
11
12
13
15 MILU
D.O.H.
Is-
17—
Is-
3 - \yatbq /
617Is
GM/SM
to SM
SILTY SANDS AND
GRAVEL'S w/
SILT MIXTURES
47HI1 \•\
i
I
I
,
' SITE PLAN
1'-100'
DATE
1
CLOCK
TIME
ISOIL
CLASS. L.•NS
NET DROP
(INCHES)
4/13/2004
1
6:55
>aGINfORG
6'
2
IIIIIIIIML
30
4'
2-
11� 111GM%//%CL
9:25
6'
GC NHN OL
4
9:55
30
4'
?ie]+_ IIIIIIII
S
9:55
B
6
10:23
Sm�CH
OH
•
2 -
�:�1'�sc
7
6
9
10
11
12
13
15 MILU
D.O.H.
Is-
17—
Is-
3 - \yatbq /
617Is
GM/SM
to SM
SILTY SANDS AND
GRAVEL'S w/
SILT MIXTURES
47HI1 \•\
i
I
I
,
' SITE PLAN
1'-100'
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL.
READING
NET DROP
(INCHES)
4/13/2004
1
6:55
—
6'
2
9:25
30
4'
2-
3
9:25
6'
4
9:55
30
4'
?'
S
9:55
6'
6
10:23
30
r 4'
2 -
PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE Dia 6 (INCHES)
TEST RLN BETWEEN 5.5 FT. AND 6.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ONO
5011 S LOGGtD BY: JODY ►NUS PERCOLATION TEST PERFORMED BY: NICK HETTSTUMAN
COMMENTS:
PERFORMED BY GEC, Ltd. 4 JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERIPRMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE
3-\tia5q/ 5-.)q-oq)a-0 ll-�vv
Apr .20. 1004 12:25PM Garness Lnsrneerins urouo, LTe• Rv•0410 r - o
GARNESS ENGINEERING GROUP, Ltd.
- - - ---- OO"MTAWM ORN[ML CONTRACTORS
ISOIL LOG
PE T
LEGAL DESCRIPTION: QUINN ESTATES SUMMSIDN; PROPOSED LOT 2,
PERFORMED FOR: QUINN CONSTRUCTION DATE 4/12/2004
vFTti
et 'iia: ORGANICS
GM/SM
to SM
sILTY SANDS AND
GRAVEL'S .
SILT M
10-
11-
12-
13-
14-
15-
16-
0111213141516
17 B.OJL
16
18
DATE READING
•
NET TIME
(MINUTES)
WATER LEVEL
READING
I
4/113/2004 1
6:50
6•
—
2
9:20
30
SOIL CLASsinCATIONS
4-
3
9:20
le RG
6-
4GPIIIIIIIIML
4
EkGWI
30
3•
3•
5
9:50
6'
GM CIL
6
10:20
30
3'
GC TTMI OL
SWMH
IIIIIIII
I
%//%CH
1
I
if(fifl' q.68.OH
SC
GM/SM
to SM
sILTY SANDS AND
GRAVEL'S .
SILT M
10-
11-
12-
13-
14-
15-
16-
0111213141516
17 B.OJL
16
18
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
4/113/2004 1
6:50
6•
—
2
9:20
30
2•
4-
3
9:20
6-
—
4
9:50
30
3•
3•
5
9:50
6'
6
10:20
30
3'
3 -
PERCOLATION RATE 10 (MINJINCH) PERC. HOLE DIA.
TEST RUN BETWEEN 6.0 FT. AND 6.5 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES NO
6 (INCHFS)
SOILS LUGGED BY: JODY MAUS PEPCOLATION TEST PERFORMLD BY. NICK HEITSTUMAN
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNCSS. CERTIFY THAT THIS WASE RMED IN ACCORDANCE
WRH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 4.
• Apr .20. 2004 12:26PM Garness Ensineerine Group. Ltd. No -5378 P. 4
GARNESS ENGINEERING GROUP, Ltd.
-- -- --------CON�YLTANT6�0CNlMLC006TMOTORi.+�+w
.•.
S IL PERCOLATION TES
LEGAL DESCRIPTION: — QUINN E57ATES S=N=N: PROPOSED LOT 3.
PERFORMED FOR: DOWN CONSTRUCTION DATE: yj2004
meet �:�=. ORGANICS EST HGLE Jill
1
GM/SM
9 to SM
SILTY SANDS AND
10 SILT, MIXTURE/$
TT
12
13-
14-
15-
16-11,111
3141516
6.YJL
17—
Is—
DATE
716
DATE READING
CLOCK
TIM_
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
4 1J 2DD4 1
i
1;
6•
;
9:13
30
2'
4'
3
,
E
4
9:43
30
ETH/3
9:43
—
6'
;I
10:13
30
3.
3.
E`
'SITE
PLAN
DATE READING
CLOCK
TIM_
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
4 1J 2DD4 1
6:43
6•
2
9:13
30
2'
4'
3
9:13
6'
4
9:43
30
S
9:43
—
6'
6
10:13
30
3.
3.
19 PERCOLATION RATE 10 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWCEN 5.5 FT. AND 6.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JOLTY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN
COMMENTS:
PERFORMED BY GEG. Ltd. 1. JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PES RfpN ACCORDANCE
ei
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -!Ig fa
Apr -20. 2004 12:25PM Garness tntineerins Group, Ltd. No•tIVU P. D
ISOIL LOG ,
m.
} ...
s �� 4 I�1111111 "
011_II ///%
's 5%/_i HHH
I I' Illlllll
� i ;1!llitS: 4.68. •
7
B 11111 GM/SM
a to SM
SILTY SANDS AND
10 GRAVEL'S w/
SILT W)RURfS
11
12
13
14
15
16
17
16
'f;
1
191 I PERCOLATION RATE 1.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
�jI �I TEST RUN BETWEEN 6.0 FT. AND 6.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: u YES (l NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HERSTUMAN
COMMENTS: LOTS 4. S. 5, k 7, SHOULD BE GRADED SO TWIT SNOW MELT WILL NOT POND
PERFORMED BY CEC, Ltd. I. JEFFREY A. GARNESS. CERTIFY THAT THIS WAS E ORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE/ZA04.
Apr•20. 2004 12:26PM Girness Engineering Group, Ltd -
No -
GARNESS ENGINEERING GROUP, Ltd.
...es+�.�..w� CONSULTANTS • G!NlltAl CONTRACTORS
LEGAL. DESCRIPTION: - QUINN ESTATES SUBDMSON; PROPOSED LDT 4,
PERFORMED FOR; MULE OUINN DATE: 2/9/2004
DEPTH
(feet) 3' ORGANICS EST HOLE #4
1
1
1
1
1
1
1
1
1
SM/ML
(MAYBE FILL)
CM TO
GM/SM
SM/ML
Yell I=d►:>•iiI7Ta31T•1:
g:
F
• -
ei0'�'id �
IIIIIIIII
2 10 2DO4 1
6'
2
<1
0'
6'
�lti�4l"!
IIIIIIII
6'
4 —
<1
ilttttS�
x.68
6'
T114A
�TH/4
SITE PLAN
DATE READING CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
2 10 2DO4 1
6'
2
<1
0'
6'
3
6'
4 —
<1
5
6'
6
<1
0'
6'
PERCOLA110N RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RLN BETWEEN 6 FT. AND 6.5 FT.
20 A FOUR HOUR FRESOAK WAS PERFORMED: ❑ YES ENO
SOILS I.OGGFD BY: JODY MADS PERCOLATION TEST PERFORMED BY: RICK LYON
COMMENTS: LOTS 4, 5, 6, k 7, SHOULD BE CRADM SO THAT SNOW MELT WILL NOT POND
PERFORMED BY AKWWC. INC. I, JEFFREY A. CARNES% CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE
Apr .20 2004 12:26PU Garnass Ensinaarins Group, Ltd. No•5378 P. 1
GARNESS
ENGINEERING
GROUP, Ltd.
•
•
er.eww�.a...w
CONSULTANTS S OENEAAL, CONTRACTORS
• :
�
r
...... .. ..
........
ISOIL OG—
PERCOUTIONT
...
LEGAL DESCRIPTION'
CUM ESTATES SU9pMSION: PROPOSED LOT 7.
•P � Y
ees.�...
PERFORMED FOR:
-OUM CONSTRUCTION DATE 4/12/2004
Q�a, 7953
EPTO
Of
Net
EST HOLE#5-1P
es*
:_:"—.=
'"''_
ORGANICS
SOIL CLASSIFICATIONS
2
==
GW— — ORG
—
J yti�°
1ri� GP ML
GP TO
GM CL
4 rte»
GP/SP
GC OL
°
:.=
POORLY GRADED
SW MH
5.,,'w,:
GRAVELS AND
SP CH
SAND w/ LITTLE
SM • : OH
6
OR NO FINES
SC
TH/5
7
DWATER DATE
GROI
8
DRY 4/12/2004 —----------
---
DRY 4/19/2004
D
SITE PLAN
10
GM/SM
1•-100•
t0 SM
DATE READING CLOCK NET TIME
WATER LEVEL
NET DROP
11
SILTY SANDS AND
TIME (MINUTES)
READING
(INCHES)
12
GRAVEL'S w/
SILT MIXTURES
4/13/2004 1 7:24 —
6"
—
2 7:26 2
0'
6w
13
3 726 —
6'
4 728 2
0°
6'
14
5 7:28
$-
6 7:34 <5
0'
6'
15
7 7:34 —
9.
16
6 7:38 4
0'
6'
9 7:38 —
6'
17 8.0.11.
10 7:42 4
0°
6.
11 7:42
6w
_
18
12 7:46 4
0w
6.
19
PERCOLATION RATE <1 (MINJINCH) PERC. HOLE DIA.
6 INCHES)
TEST RLN BETWEEN 3.0 FT. MND 3.5
FT.
20
A FOLK HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED
BY: JODY MAUS PERCOLATION TESI PERFORMED BY:
NICK HEIISTUMNN
COMMENTS:
LOTS 4. 5. S. k 7.
SHOULD BE CRADED SO THAT SNOW MELT WILL NOT POND
CEG, Ltd. 1. JEFFREY A GARNESS. CERTIFY THAT THIS WAS I
RMED IN ACCORDANCE
PERFORMED BY
WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
Apr •20. 2004 12:26PM Garness Ensineerins Group, ltd. No -5378 P. 8
GARNESS ENGINEERING GROUP, Ltd.
:+�.-•+ CONSULTANTS L OCNERAL CONTRACTORS .�
LECA. DESCRIPTION: QUINN ESTATES SUBDIVISION: LOT S.
PERFORMED FOR: PIKE OUNN DATE: 2/9 wu
gr»U ORGANICS TEST HOLE #671
1
7
6�}i1IIlA % s'0cmLE
10
11
12
13
14
15
16
17
18
Lp\`.
\`
.4p#6
SIT PUW
1"-1000
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
2/10/2004 1
'
—
6•
�'� IIIIIIIII
2
!
30
0•
Ililll�ll %
3
!
6•
1-%/_2 RHIN R
4
16:00
30
0•
�i+�9! Illllllf
5
16:00
—
6•
_
6
16:30
30
0'
�f!lIIIl� YNB. R
7
6�}i1IIlA % s'0cmLE
10
11
12
13
14
15
16
17
18
Lp\`.
\`
.4p#6
SIT PUW
1"-1000
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
2/10/2004 1
15:00
—
6•
2
15:30
30
0•
6•
3
15:30
6•
_
4
16:00
30
0•
6•
5
16:00
—
6•
_
6
16:30
30
0'
6'
t9� PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5.5 PT. AND 6 Fl.
20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑NO
SOILS LOGGED BY: JODY MADS PERCOLATION TEST PERFORMtD BY: RICK LYON
COMMFNrS: LOTS 4, 5. S. h 7. SHOULD BE GRADED SO THAT SNOW MELT WILL NOT POND
PERFORMED BY GEC Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RF MED N ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
4
Apr •20 2004 12:26PN Garness Engineering Group. Ltd. No.5378 P. 9
'"GARNESS ENGINEERING GROUP, Ltd.
�•—�.+ C0"SULTANT3 L OONERAL CONTRACTORS------ - -
LEGAL DESCRIPTION; OUINN ESTATES SUBDMSION: PROPOSED LOT 7
PERFORMED FOR; cum CONSTRUCT ON DATE: 4/12/2004
1
2
3
4
5
6
7
8•
9•
t0 -
ORGANICS
TEST HOLE 7
CLOCK
1 tME
.SOIL CLASSIFICATIONS
WATFR LEVL-L
HEADING
GP TO
GW
=-�- ORG
GP/SP
GP
ML
ABSORORED8
WATER AS FAST AS WAS ADDED.
CL
POORLY GRADEDGM
I OL
GRAVELS ANDGC
SAND W/ LITTLE
SW
ISO:
MFIOR
NO FINES
SP
/ CH
2
3
SMOH
2•
_
4
5
6:20 30 4 1 2•
8:20 6•
"I GM/SM
12 I SILTYSAVWDS SAND
13 i 1
14
15
16
17
18
*::.►.rr. r.....
-7953
DAfE
READING
CLOCK
1 tME
NET fIME
(MINUTES)
WATFR LEVL-L
HEADING
NL -T DRQP
(INCHES)
4/1_3
2_0_0_4_.�- UP ER BENCH - PERC HOLE
ABSORORED8
WATER AS FAST AS WAS ADDED.
4/13 2004
1
7:20 - 6• —
_
LOWER
BE
2
3
7:50 30 4•
7:50 - 6-
2•
_
4
5
6:20 30 4 1 2•
8:20 6•
1 1/2•
_
6
8:50 30 4 1/2"
1 1 2'
tg� PERCOLATION RATE <1 120 (MIN./INCH) fFRC.HOLE DIA. 6 (INCITES)
TCST RUN BtiWFEN 3.0 6.S FT. AND 3.5 7.0 ET.
20 A FOUR HOUR PRESOAK WAS PERFORMCD:
IN YCS ❑ NO
SOILS LOGGED BY: J 0Y MAUS PERCOLATION fCST IRRFCRMFD BY: NICK HEITSTUMAN
COMMENTS: LOTS 4 S 6 k 7 SHOULD BE GRADED SO THAT SNOW MELT WILL NOT POND
PERFORMED BY CEG, Ltd. I. JEFFREY A. GARNESS. CERTIFY THAT THIS WAS P6RFOFMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Ll Io /]�...
1
,y
Please fill in the information asked for below. S 112 5 7 JUL 2 5 2005
PETITIONER' PETITIONER REPRESENTATIVE OF ANY)
Name vasl name nryj
C.,?u11-ul M1 KC
Name t name t
�� SNS
Mailing Address
To boy,
ding rens
912 & 1c5b AVE S-rE, ►02
A u IVEY—nk 65-1-4
AtJCNo4J�C1E, Ay- (11501
Contact Phone: Day: Night
Contact Phone: Dar.. 5U k- 0131 Night
FAX:
FAX:
E-maiC E-mail: p{S1Y�C@a1c"�S\��C'acY"1
-In.eel nurort q O M'I. tV�
PROPERTY INFORMATION
ves+eraAA'davR• ;);; _-;;.;..��r�r
Property Tax #(000mom-000):
- QU q -191- 000
Site Street Address:
U
Current legal description: (use addrdonel sheet If necessary)
7KnCT Q- FLI Wq LCS
ea- ►q a)
Zonin : TZ -o - -9
1 Acreage: -J.L-95
Grid # W 14 O
# Lots:
I # Tracts:
I Total #parcels: t
I hereby certify that 0 amHl 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 staff or the Platting Board, Planning and
Zoning Commission, or the Assembly for administrallve reasons.
Date
(Agents must provide written proof of auarodu5m)
osed legal description: (use ad(rd mai sheet In necessary)
Lo -TS A.- -:� ) -6LO0K 1 ) SCEN\(r MEApovJS Su��v\S�D�
Accepledby: �
ves+eraAA'davR• ;);; _-;;.;..��r�r
.Fee ;.., �: ,,...t::.:;reseWrber"r
S 112 57 -'JUL z 2c��
°Fonda (Rev. 1 )'Front
U
Page 2
Appr=fion for PreGminary PWM conflm*d
COMPREHENSIVE PLAN INFORMATION
Anchorage 2020 Urban/Rural Services: ❑ Urban
Xgural
Anchorage 2020 West Anchorage Planning Area: ❑ Inside 51,Outside
Anchorage 2020 Major Urban Elements: Site is within or abuts:
❑ Major Employment Center
❑ Redevelopment/Mixed Use Area ❑ Town Center
❑ Neighborhood Commercial Center
❑ Industrial Center
❑ Transit - Supportive Development Corridor
Eagle River-Chugiak-Peters Creek Land Use Classification:
❑ Commercial ❑ Industrial
❑ Parks/opens space ❑ Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
❑ Special Study
MResidential at --I.— dwelling units per acre
Waived b
Girdwood- Tumagain Ann
❑ Commercial ❑ Industrial
❑ Parkslopens space ❑ Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
.❑ Special Study
❑ Residential at dwelling units per acre
Avalanche Zone:
Of su
None ❑ Blue Zone ❑ Red Zone
None ❑ 100 year ❑ 500 year
'1' 0 O ❑ •3•
RECENT REGULATORY INFORMATION (Events that have ocamed in last 5 years for an or poftn of sRe)
❑ Rezoning - Case Number.
❑ Preliminary Plat ❑ Final Plat - Case Number(s):
❑ Conditional Use - Case Number(s):
❑ Zoning variance - Case Number(s):
❑ Land Use Enforcement Action for
❑ Building or Land Use Permit for
❑ Wetlandpermit: ❑ Army orp of Engineers ❑ Municipality of Anchorage
APPLICATION CHECKLIST
Fee:
Plat: Copies ❑ 42 (long plats) 5C32 (short plats only)8%=x11
reduced copy
Other maps P(Aerial photo P Housing stock
Zoning
'r-1-1
Mandato on plat depictions: 13 Pedestrian walkway❑
Landsca in required by zoning
Property Title: ❑ Certificate to Plat
Additional required documents unless specifically waived by Platting Officer.
❑ Site topography (4 copies minimum)
Waived by
❑ Soils investigation and analysis reports (4 copies minimum)
Waived by
❑ Subdivision drainage plan
Waived b
20-003 (Rev. 01MZ-Bad
w
`1j =11 Z'S --1
Please fill in the Information asked for below.
�rr - .........o............yoo.R.,w----- oma nw7 ucl Pooeswq a OMs appecApll
PETITIONER•
PETITIONER REPRESENTATIVE (Ip ANY)
Name (last name )
QVINN MIK1=
Namelast name st
( 1
PTS ="CG
tatting ares
sling dray
Ts o Sax 7 6 E41
q12 E. IS= Av6. S 1
EAC>LeR v S
ANGh-h0 IL q 9 czol
Contact Phone: Day: Night
Contact Phone: Day: 561 62 a 7 Night
FAX.
FAY: 5 63 - ( 3
E-mail:
E-mail:
row
�rr - .........o............yoo.R.,w----- oma nw7 ucl Pooeswq a OMs appecApll
1 hereby certify that (I am)(1 have been authorized to act fol owner of the property described above and that 1 petition b subdivide d in
conformance with Title 21 of the Anchorage Municipal, Code of Ordinances. I understand Cwt payment of the application fee is nonrefundable
and is to cover the costs associated with processing this application, and that I does not assure approval of the subdivision. t also understand
that assigned hearing dates are tentative and may have to be postponed by Planning Department start or Che Platting Board. Planning and
Zoning Commission, or the Assembly for adnihsitative reasons.
,+I1� t,
-14 I ) �_
egal Oescrlpllon: (use additional sheet in necessary) /��
L,c-r:s I - -7 1 ZLOGK I, vt JI1VN ES'TikTES
PROPERTY INFORMATION
Property Tax#(owm-00000):
pS- 0614- rot - coo
Site Street Address:
VOYE-es Sl_
Current legal description: (use additional sheet if necessary)
"177AG'T A -Z , VOYLES 8Z- nq)
Zoning: R- o/ iZ- 7
1 Acreage: 7 lGdd#
NW ►y b
# Lots:
I # Tracts: I
Total #parcels: 1
1 hereby certify that (I am)(1 have been authorized to act fol owner of the property described above and that 1 petition b subdivide d in
conformance with Title 21 of the Anchorage Municipal, Code of Ordinances. I understand Cwt payment of the application fee is nonrefundable
and is to cover the costs associated with processing this application, and that I does not assure approval of the subdivision. t also understand
that assigned hearing dates are tentative and may have to be postponed by Planning Department start or Che Platting Board. Planning and
Zoning Commission, or the Assembly for adnihsitative reasons.
,+I1� t,
-14 I ) �_
egal Oescrlpllon: (use additional sheet in necessary) /��
L,c-r:s I - -7 1 ZLOGK I, vt JI1VN ES'TikTES
MOlitati0n to Preliminary Plat continued
Page 2
ENVIRONMENTAL INFORMATION (no or podw or sae aeea4
WellandClassificabon: ❑None ❑'C' B. ❑'A'
Avalanche Zone: .K None ❑ Blue Zone ❑ Red Zone
Floodplain: ❑ None ❑ 100 year ❑ 500 year
Seismic Zone (Harding/Lawson): 0'1' 0'2' 003' 004' ❑'S'
RECENT REGULATORY INFORMATION (Events that have occw in fast 5 years for al or potion of sae)
❑ Rezoning - Case Number.
❑ Preliminary Plat❑ Final Plat - Case Numbe s :
❑Conditional Use - Case Numbers
❑ Zoning variance - Case Number(s):
❑ Land Use Enforcement Action for
❑ Building or Land Use Permit for
❑ Wetlandpermit: ❑ Army Corp of Engineers ❑ Municipality of Anchorage
POTABLE WATER AND WASTE WATER DISPOSAL
Potable Water provide by: Z Public utility ❑ Community well ❑ Private well
Wastewater disposal method: ❑ Public ublity, ❑ Community system 0 Private on-site
COMPREHENSIVE PLAN INFORMATION
Anchorage 2020 Urban/Rural Services: ❑ Urban
pq Rural
Anchorage 2020 West Anchorage Plannin Area: ❑ Inside 29 Outside
Anchorage 2020 Major Urban Elements: Site is within or abuts:
❑ Major Employment Center
❑ Redevelopment/Mixed Use Area ❑ Town Center
❑ Neighborhood Commercial Center
❑ Industrial Center
❑ Transit - Supportive Development Corridor
Eagle River-Chugiak-Peters Creek Land Use Classification:
❑ Commercial ❑ Industrial
❑ Parkslopens space ❑ Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
❑ Special Study
J5 Residential at dwelling units per acre
Waived b
Girdwood- Tumagain Ann
❑ Commercial ❑ Industrial
❑ Parkslopens space ❑ Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
❑ Special Study
❑ Residential at dwelling units per acre
ENVIRONMENTAL INFORMATION (no or podw or sae aeea4
WellandClassificabon: ❑None ❑'C' B. ❑'A'
Avalanche Zone: .K None ❑ Blue Zone ❑ Red Zone
Floodplain: ❑ None ❑ 100 year ❑ 500 year
Seismic Zone (Harding/Lawson): 0'1' 0'2' 003' 004' ❑'S'
RECENT REGULATORY INFORMATION (Events that have occw in fast 5 years for al or potion of sae)
❑ Rezoning - Case Number.
❑ Preliminary Plat❑ Final Plat - Case Numbe s :
❑Conditional Use - Case Numbers
❑ Zoning variance - Case Number(s):
❑ Land Use Enforcement Action for
❑ Building or Land Use Permit for
❑ Wetlandpermit: ❑ Army Corp of Engineers ❑ Municipality of Anchorage
POTABLE WATER AND WASTE WATER DISPOSAL
Potable Water provide by: Z Public utility ❑ Community well ❑ Private well
Wastewater disposal method: ❑ Public ublity, ❑ Community system 0 Private on-site
20-003 (R&. OMZ Back
APPLICATION CHECKLIST
Fee:
Plat: Copies Z 42 (long plats) ❑ 32 (short plats only)
8%x11 reduced copy
Other maps A Aerial photo 12 Housing stock
JR Zoning
Mandatory on plat depictions: ❑ Pedestrian walkway
❑ Landscaping required by zoning
Prope Title: Certificate to Plat
Additional required documents unless specifically waived by Platting Officer.
❑ Site topography (4 copies minimum)
Waived by
❑ Soils investigation and analysis reports (4 copies minimum)
Waived by
❑ Subdivision drainage plan
Waived b
20-003 (R&. OMZ Back