HomeMy WebLinkAboutJALASKO ADDN 1 S-10861,Tala
ko
Addition
#$- 10861
CIPALITY OF ANCHORAGE OFFICE USE
COMMUNITY PLANNING AND DEVELOPMENT
P.O. Box 196650 REC'D BY:
Anchorage, Alaska 995! 9-6650
PRELIMINARY PLAT APPLICA'[ION
AG
Please lill In Ihe Inlormalion requested below. Prlnl one letter or number per block.
.1. Tax Identllication No. 2. Streel Address
1015101 1z1 1ol41 I l lzlzlTI I l lal l l I 1,1,,1 1 1 I,.Iolo1 '1 I II
3. NEW abbreviated legal desmiption (TI2N R2W SEC 2 LOT 45 OR SHORT SUB eLK 3 LOTS 34).
4. EXISTING abbreviated legal description (TI2N R2W SEC 2 LOT 45 OR SHORT SUB eLK 3 LOTS 34) lull legal on back page.
5. Pelitloner's Name (Last - First)
I [;l:l. bl lol I,l. lvl l Klfl l- l
Address ~ I~. ~)~v'~
Phone
FAX#
7. Petition Area Acreage
State
Z~p c/q~lS-,2028
6. Pelitioner's Represenlalive
Address ~. ~. ~){W~l~ B~Vc~ ;~'~t';~-
City ~tY~-.~i'~0~[ ~ 6 State
Phone ~ 5qq-13~ .Zip
8. Proposed 9. Existing
Number Lois Number Lots
$0. Grid Number 1 t. Zone
12. Fee $
'13. Community Council
(Rev. r~o)' F~or4
I hereby cedily Ihal (I am) {1 have been aulhorlzed Io act Ior) Ihe owner o! Ihe property descried above and that I desire to subdivide It In
conformance with Chaplet 2t Gl the Anchorage Municipal Code o! Ordinances. I undersland Ihat paymenl of Ihe basic subdivision lee Is
nonrefundable and Is to cover the costs essocialed with processing Ihls application, that Il does nol assure approval o! the subdivision. I also
understand Ihal addilional lees may be assessed II the Munlelpality's cosls Io process this application exceed Ihe basic fee. I further
undersland Ihal assigned hearing dales are lenlalive and may have Io be postponed by Planning Staff, Platting Board, Planning Commission,,
Io admlnlslrallve ~.easons. _
or Ihe Assembly due ......
-- °A~ge~/%musl provide wriilen proc! o! autl~odzaflon.
Co
Please check or fill In the following:
1. Comprehensive Plan ~ Land Use Classification
Residential
Commercial
Parks/Open Space
Transportation Related
Marginal Land
Corn mercial/Industrial
Public Lands/Institutions
Alpir~e/Slope Affected
Industrial
Special Study
2. Comprehensive Plan-- Land Use Intensity
Special Stud),
Dwelling Units per Acre
Alpine/Slope Affected
3. Environmental Factors (il any):
a. Wetland ~'~O~p_,, b.
f. "C* c.
2. "B' d.
Please indicate below il any of these events have occurred in the last five years on the property.
Rezonlng
Subdivision
Condil[onal Use
Zoning Variance
Enforcement Action For
· · Building/Land Use Permit For
Army Corp of Engineers Permit
Case Number
Case Number
Case Number
Case Number
qO- oko ,
Avalanche,
Floodplain
Seismic Zone (Harding/Lawson)
E. Legal description lot advertising,
F. Checklist
42 Copies of Plat (Long Plal)
X 32 Copies of Plat (Shod Plel)
~ Reduced COpy of Plat (8 t~ x11)
X Cedificate to Plat
~,J/~, Aerial Photo
~'* Housing Stock Map
· X Zoning Map .,.
X
Fee
Drainage Plan
Tope Map 4 Copies
Soils Report 4 Copies
Pedestrian Wafkways
Landscaping Requirements
Waler: private Wells Community Well
Sewer: ,,~ , Private Septic Community Sys,
2o.oo3 Bac~ CRev. 6~oo) '
Waiver
Public Utility
Public Utility
DHI CONSULTING EN
Civil ° Surveying ·
Mr. Jim Cross
Dept of Developmental Services
4700 South Bragaw
Anchorage, Alaska 99508
· November 20, 2001
W.O.: 01528
RE:
Preliminary Plat - Jalasko Subdivision, Addition No. 1
Lot 3 & Tract 'A'
Soils Investigation Report for On-Site Septic Systems
Dear Mr. Cross,
The following report is being submitted for your review and approval in accordance with
Title 15.65.180. Tract B-10 Spring Brook Vista Subdivision, Unit//1 (18.01 acres) is
being subdivided into 2 parcels. Lot 3 is 1.8 acres and Tract 'A' is 16.2 acres. This
parcel is located in Eagle River at the North East intersection of Eagle River Loop Road
and Spring Brook Drive.
Site topography slopes from the north east to the south west. Elevations range from a
high elevation of approximately 471 at the northeast corner of the parcel to a Iow
elevation of 330 at the south west corner. There is a deep draw the runs south to north
along the east boundary of the property with a small creek which flows in the bottom of
the draw.
The soils range from sandy silts to clean NFS gravels with large boulders which can
range in the neighborhood of 4 to 8 feet in diameter. The site has been used for gravel
extraction, and there is indication that shallow, highly fractured bedrock was
encountered somewhat randomly throughout the site. We have completed 2 test holes
ranging in depth from 10.5' to 24'. These soils consist of a very thin organic mat under
lain by sandy gravel with silt. In test hole one, we encountered large rocks up to 12" and
an occasional boulder up to 3°. Percolation rates were under 10 minutes per inch. In
accordance with Title 15.65.18.B.l{Subdivision Standards), Table 2. Both parcels need a
minimum of 12,000 square feet of total reserve area. The enclosed map identifies the
location of each test hole and Identifies the area on each lot which meets the above
standard. There Is adequate area on each lot for on-site septic system.
These parcels are serviced by public water which Is available in Eagle River Loop Road.
On-site wells are not required.
Enclosed
cc: dalasko
528mo14no~,~)l .Itt
~/ery-.tr..u_lY y.ours, ~
_Dee .High, P,'E. f/
Principal
Dirnond Center Tower, 5th Floor * 800 E. Dimond Blvd., Suite 3-545 · Anchorage, Alaska 99515
(907) 344-1385 ° Fax 344-1383
APPENDIX A:
PRELIMINARY PLAT
(~F/C4~ OF O~ · D~Z~IC4TION
APPENDIX B:
SOIL LOGS
LOT Z
LOTJ
~LOC;K 4
LOT $
Area ~= 1.8
SUBDIVISION
-*"S
EPTIC RESERVE
REA 1200 $.F.
ADDITION NO.1
AREA 1: S.F. TRACT 'A°
Area =16.2 Ac
PROPOSED
JALASKO SUBDMSION ADDITION NO.1
TEST HOLE MAP
DEPAR11dENT OF HEALTH ac HUMAN SERVICES
SOILS .LOG-PERCOLATION. TEST
TEST HOLE 1
PERFCRMED FOR: JALASKO INVESTMENTS DATE PERFORMED: 10/23/09
LEOAL DrscR~PllON:SPRING BROOK VISTA TRACT B-1
-~ . ',... :~
4 -'": '!i'" ' -
, ('., ~'~
5 r.; . '.~'
8 2 ?.:. :.
10 ''
11 :' '*"-.-
12 ~- '";'
1, '......-
14 ': "a~"-
15 21..':.'..'.
16 '~:' :-
17 :. -.. -.
18
19 '; · ' .'
20 -.' ' .:-
21 ' :.' '~ 7
22 -"~'" '2
23-..
24 "': '
THIS TEST HOLE LOG IS PROVIDED FOR THE SOLE PURPOSE OF
COUPLING WITH TITLE 15.180.D. IT SHALL NOT BE USED FOR
THE DESIGN ON A SEPTIC SYSTEM OR ANY OTHER PURPOSE
WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
SANDY GRAVEL WITH THIN LENS OF
SILT-ROCK TO 12" OCCASSIONAL
BOULDER TO 2 FEEET
BOT. M.T.
SEEP
SLOPE
~B.O.T. FRACTURED BEDROCK
WAS GROUND WATER
ENCOUNTERED ? YES
IF YES, AT WHAT
DEPTH ? 20.3
DEPTH OF WATER
AFTER MONITORING ? 22.1
Io/23/oo
2 IO/Z3/OO
4 10/23/00
io/~3/oo
PERCOLATION RATE: ..
TEST RUN BET~EN:
SITE PLAN
S
L
0
P
E
DATE: 10/23/Ol
.... (MINUTES/INCH.) PERCHOLE DIAMETER:
4.0 IrT. AND 4.5 FT.
COMMENTS. SOILS PRESOAKED PRIOR TO STARTING TEST. HOLE LEFT OPEN THRU SUMMER TO MONETERI TABLE. THEN ¢u
SET 20. M.T. PIPE & I~ACKFILLED LOTS, >'
Z
PERFORMED BY: DEE HIGH. L D~'E HICHCERT1FY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 446CSD4D =
DEPARTMENT OF HEALIH &: HUMAN SERVICES
SOILS LOG-PERCOLATION TEST
TEST HOLE 2
PERFORMED FOR: JALASKO INVESTMENTS DATE PERFORMED: 11/02/00
LEGAL DESCRIPTION: SPRING BROOK VISTA TRACT B-1
1 -"~'~,-
//'/
3
5 /'2~/
/
6
7
/.//
8
9
10 71>//_
/ ,~,/
11 - -
15 -
15 -
ORGANICS
THIS TEST HOLE LOG IS PROVlDED FOR THE SOLE PURPOSE OF'
COMPLING WITH TITLE '15.180. IT SHALL NOT EIE USED FOR
THE DESIGN ON A SEPTIC SYSTEM OR ANY OTHER PURPOSE
WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
SLOPE
SANDY GRAVEL W/ SILT
SOME ROCK TO
2"
WAS GROUND WATER S
ENCOUNTERED ? NO L
0
IF YES, AT !M-IAT p
DEPTH ? E
DEPTH OF WATER
AFTER MONITORING ? NO WATER DATE:
2 11/02/04) 30 Vh, d.
3 ./02/00 ~o U,N.
B.O.T. FRACTURED BEDROCK
SITE PLAN
16 -
17 -
19 - PERCOLATION RATE: 7,14 (MINUTES/INCH.)PERCHOLE DIAMETER: 6"
20 TEST RUN BETWEEN: 2.0 FT. AND 2.5 F'T.
COMMENTS*SOILS PRESOAKED PRIOR TO STARTING TEST.
PERFORMED BY: .JEREMY HIGH & BRENDON MACK, DEE HIGHCER~FY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 446CSD4D
APPENDIX C:
TOPOGRAPHIC MaP
PRO JECI
)D]tl CONSULTING ENGIN]~II~ TRACT B-1
· ".,~., (~')~'-'~ ' ,.- (~,~,-,., TOPO MAP
~. ~o~ ' ~*~ ~ ~'" SPRING BROOK VISTA
~.o. 2oaao ~co.~. r,ct ~/a ~sca[tl-=2oo, logit e/~z/oo
SUBD. ~
tOJEC
TRACT 'B- 1
DRAINAGE "P J/AN -'
SPRING~ BRooK VISTA SUBD.
S'I 0 8 6 1 OEC :] ! 2001
DHI CONSULTING ENGINEERS
Civil · Surveying · Planning
January 24, 2002
W.O.: 01528
Mr. Jim Cross
Dept. Of Developmental Services
4700 S. Bragaw
Anchorage, Alaska 99508
RE:
Preliminary Plat/Jalasko Subdivision, Addition No. 1
Lot 3 & Tract °A' (Case No. S-10861!
On-Site Septic
Dear Mr. Cross,
You had questions concerning the length of time that the ground water table was
monitored as shown the on-site septic logs. Please note that the dates as shown on the
test hole logs are correct. Both test holes were monitored over a one year period,
beginning in 2000 and ending in 2001. The reason for the 12 month monitoring periods
Is strictly coincidental due to the project schedule. After completing the field work, the
Owner put the plat on hold for about 12 months. After receiving notice to proceed, we
did a final check on the water table and put those dates on the test hole logs. I hope this
clears up any confusion over the length of time that we monitored the water table. ( The
soils report is attached for your reference).
Ve.~/-tr._uly yours,
_Dee .Hig.h, PrE. ~/
Principal - L/
cc: Hugh Ashlock - Jalasko
528mc22jan02.1tr2
Dimond Center Tower, 5th Floor · 800 E. Diraond Blvd., Suite 3-545 · Anchorage, Alaska 99515
(907) 344-1385 ° Fax 344-1383
DHI CONSULTING ENGINEERS
Civil · Surveying · Planning
January 25, 2002
W.O.: 01528
Mr. Jim Cross
Dept. of Developmental Services
4700 S. Bragaw
Anchorage, Alaska 99508
RE:
Preliminary Plat/Jalasko Subdivision, Addition No. 1
Lots 3 & Tract 'A' (Case No. S-10861}
On-site Water Wells
Dear Mr. Cross,
The above preliminary plat was submitted for approval based on using On-Site Septic
Systems and using the public water system. Since our submittal, AWWU has stated that
the public water system in Eagle River Loop Road is not available for this subdivision.
As such, I am revising our submittal to include On-Site Septic Systems and On-Site
Wells. Enclosed in Appendix 'A' is a map showing the location of the existing water
wells in the area, along with data showing the water table and the few well logs we
could obtain. The water table appears to be around 40 feet +/- and flow rates are
around 5-10 gpm. It appears that there is adequate ground water available to provide
domestic water for this subdivision.
I believe the enclosed information should be adequate for approval of the subdivision.
Please give me a call if I can bring down the 'Summary of Actions" for your sign off or
whether I need to provide additional information.
(,,'~D~l%t r,uly yours,
o0~ulting Eng,ne.~rs
Dee High, P.E.
Principal
cc: Hugh Ashlock - Jalasko
528mc22jan02.1tr
Dimond Center Tower, 5th Floor · 800 E. Dimond Blvd., Suite 3-545 * Anchorage, Alaska 99515
(907) 344.1385 ° Fax 344-1383
APPENDIX 'A'
Water Well
N
LOT 2
8q,OC~( 4
SUBDIVISION
,--"S EPTIC RESERVE
2AREA 12,000 S.F.
ADDITION NO.1
o
PROPOSED '~
JALASKO SUBDMSION ADDITION NO.1 ~
TEST HOLE & WATER '~
WELL MAP ~
TRACT 'A' *~
SEPTIC ~RVE Area =16.2 Ac
AREA 12 OOOS.F.
\~.-- 200' PROTECTIVE
WELL RADIUS .~
])m CON~J'LTING ]~,G~ JALSKO SUBD. ADD. #!
· ~ (~-i~' ,~ (~-~ WATER ~l.l. LOCATION
'~ ' ~~~'" CASE ~S10861
STATE OF ALASKA
DKPA~TM2~T~ OF NATu~AT~ R~SOURCES
N ~ ~ e.~are ~h~= the lis~ of wells ts ~c ~lve of ~1 ~1~ ~ ~e ~a be~'~e ~ ~11 1c9s
~ ~ [/ ~D - 'Sg' .~. ~ - 01{ .~./~ - 002 .gm.
002569 D~ ~ 0093 ~B014-002-01~C1-9~ ~' ~ ~I~ PZP~ I LO~ B7 * ~ ~/C3/76
0G~5~9 ~, L~A J. 02~ g501~-0C2-01~-20 ~, S a .K DF~.T.~G $~ i LO4 ~5 · S ~/~1/63
003851 ~.~ & P~ ~ 0~D ~B014-0C2-01~6-1% ~'~-~ O~ ~IPP~ L07&8 ~5. S 01/27/83
004619 ~%~, ~ 022~ EBGl~'~02-01~'4 -- ~ ~ P/P~ 2 L19 ~' 2 S ~/26/a3
004~0 ~, ~ 0050 ~01~'0G2'01c""'~'~4 /~ C~-~N ~ ~IP~ L11 B~ U 03/31/~8
004621 ~X~ ~C 0100 SB01~'002-01~3'11j7( ~ ~Y PZP~ L05B B6 e S 09/17/83
D~622 ~G, ~ 008~ ~01&-002-01~-llJ~~' W~L~ ~Y PZP~ L06B ~ ~ 07/07/B~
004623 ~Y~ ~ 0091 S~C14-0~2-~1~5-11J~ ~ ~Y ~ FZP~EL LO6A B6: S 09/~8/63
0~624 S~ 0060 ~B014-002-01C~-15 ~' ~WAF~ DRI~D~ PIPF~ LO7 ~9 * S 10/14/60
O~a26 ~ & ~IA~ OOS~ S~01%-~02-01~1-~ ' , K-W D~G F~ BOW~ LZ" ~ 02/15/75
O~B2B ~G, P~ 0025 S~G1%-00~-01~-45/~,~ ~ ~n~ ~ TZF'E ~e S 01/Ci/55
004629 ~, J.H.E. 0040 S~014-002-01~-SB ~' ~ G~ ~ M014.8 S / /
00%831 ~T'S ~ P~S 00G0 E~14-002-01~-59 J~ ~ D~TZ.TN~ PI~ L~ ~1 B / /
D~832 }~, H.W. 0O&0 5~01&-002-01~-59 3~' ~D~
0~833 ~, J.E. 0036 SB015-002-01~BC%-59 JO ~ ~ R ~ S 01/~1/53
004834
004835
00483g
004837
004839
004840
004841
004842
004044
004845
004846
00484?
004849
004876
005050
18907
005064
00506~
00;519
00V401
GOV402
;07403
007404
007405
007406
~13929
0~146
01528%
U~.G &,~,~SOCIA'I~S 0050
PIPE]E, WAL~ER G. 0018
~L~J~TXN, PAUL/Db"'I'I'Y 0145
MCPARLA~iD, DOg 0256
~ 005~
~ RX~ ~l O O0S6
DRZ~, ~l~ 0056
TODD, ~S~g ~. 00~6
G~, DR. 0OS%
~EY, PAT 0100
CO.ELL, J~ O. 0090
~, GOS3
E~, ~a~g 0105
C~KX, ~D 00~2
~OH~, ~IC 0075
~, ~y 0052
~Y~ ~NC 0100
~N/~n.~ 009;
8D~. ~ L 0071
O~, T~ 0165
~Y~ X~ 0101
SB01%-002-01CBBDX-44 ~t H-H U~IGLZNG P, ARIOL~ BOGEN L8
SB014-002-0~CBCA1-30 ~7' L~NO~ PZFEEL ?
SD014-002-010~DCl-24/~ A & L ~l~ PIPP~ 2 LX3 BI2*
S~014-002-01~-24 ~ A & L ~l~l~ PZPE~
~B01~-002-0100~1-6 ~T ~O~N PIPP~ ?
SB014-002-010~2-6 ~S; M-N DRILLING PZPPSh L09 B8
55014-002-01CC~A2-29/~ G & G DRIVING ~lPPRL LOS
5B01i-002-0~CCBDi-12 - ~ PIPPEh ?
SB01i-G02-0ZCCCA3-1% ~; C~ A~I~ PIPPRh ?
S9014-002-01~C~-14 ,/1~ A & h DRIVING PZPPEL ?
~014-002-01~1-20 ~7~ ~EN D~X~ DIPPEL 7
S~01&-002*01~D~-5 ~ a & b U~I~IUG ~lPPgb bi1 B9
SB01i-002-01~BC2-5S - ~W~ PlPPgl, ~4 B1
6B01~-002-0100~2-2G ~0 A & h Dal~ING ~lPPEL 7
5BOlI-OO2-OlCC~i-16 ~* PIPPEG ?
~014-002-01~02-9V ~P~ ' HZ~I~ JAY DRl~ PIPPEL LO3
02/21/75
/ /
o5/ol/65
06/01/65
0X/01/62
12/04/73
/ /
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01/01/60
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oz/oz/6e
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s oz/ol/et
s
SB014-002oO10AACl-I1 7 ~ ~ULLIVAN WAT~ W~ SFRINGa~[ VXZ~ Lt ~5, S 05/01/82
SB014-002-01~1-11 g~ f b~4 WAI~ ~ SPRI~BR~K VXG~ ILI ~Se S 06/17/83
5B014-002-01CC~1-5 ~5t 6~,l,l~ WAT~ ~IEL PIPEEI* I~3 B9 B ~ B9w S 04/29/62
SB014-O02-O1C~-15 ~2 ~A & L ~l~l~ PXPP~. I ~7 B9~ S 08/04/73
SB01%-002-01~ /jn~ GZE~SKX JOH DR gPR/~K ~TA L5 BS; U 10/04/8~
LAS
92~0
. I~I~NT BY: U~ ~OLOnI:AL gURV-~Y;
/-
SULLIV ': WATER WELLS
DEPTH OF WELL
LND OF FORMATION:
rom ~ Ft.t,~ ~ FL
mm ~:~ Ft. to !~ FL
~m . FI. Io
~ ~7 r~to~C
~m . F~ Io
am , FL to Ft
~m Ft. to FI-
· '74 ;:2';
om FL lo · ,Ft.
em Ft. tn FI.
om I . ,FL f^' -Fl.
om FI. lo, Ft.
From . ,FI. lo Ft.
Frum__FL lo Fl.
From - FI.to , . Fl.
From, · Ft'. to Fl.
Ft. to Ft. Fr~m Ft. ~ Ft.
ma Fl. tn FI, J From ,., FL to__Ft.
Dm Ft. lO Ff. J ~mm FI. lo
SCL. ~NFO [~IATION: j ~
%r
DRILLER'S
Ol-17-L::'I~D2 i~4::~f~1 ~7 TI~ 713& P.~
· ~NT DY: IJ~ C~0L06TCAL RURV.ey; ,~/~/
P.O.~OXZ/;.CHLI~IAK, ALASICA~7 · TELEP'r~ONI~G~.2?sg
ERMIT NU3IBER
From Fc to . , Ft.
From . FL to-- Ft.
From__ FI. lo Ft.
From
From___.--.Ft. to ,
Fr~ ~ F~ to.
From FI.
~rom Fl. [~ Ft.
From__FL to FL
~t~ FL to Ft.
From., FL
From,.,
From
F~om ~t.
From Tr. la FY
ISCL- I~FoRMAT~ON:
:3500 TUO~R ~OAD ·ANCHORAGE
· ~',- :~ '--*~'~ ~* -'*'"~*~ INSPECTION REPORT: ON-SliE SEWAGE DISPOSAGSYSTEM ~
TIrE
C
fCI~IAK, ALASKA
'- KODIAK, ALA~
--~ ~q-"Z.-!~,.., 4~.4~ '.
DATE - S~AitTED 1-7-83
DATE -' BI)ED, 1-~7-~:~
K~N.D OF FORMATION:
FROM _ 0 F~.TO.
· FROM ._..1~____ FT. TO
FROM, 34 FT. TO
FROM .._:.~.o. FT. ~o
70~ est.'
- ,,.,:;~,~?~-. ·., ,. ,..
--"' "' _ :':'"I'[:7!' '"
"'"' ' .r~_~.~t~CAS~ *tn: SCh,,._~4..~._
3 FT-Overb-u-r,den . . ~itOM ;' ' FT}TO FT.
't4 FT. Kco~m.. g ~'a~.L. · ' '
40 . _FT. Br .o~n clay' FROM FT. TO_, .FT.
70 FT. ~T,,Q]4~. ~ r~Vm ] FROM
,110 ~.r Orav.1 water FROM }'T. IO
FT ......... FROM. ri. TO '. .... ,. '. n.-
FT .... ,, : FROM- ~T. TO r., ·
. .'~-'.Iv., L::'
No warranty or no warranty implied.· .
Very good well.
by
'ERMIT NUMBER.
SULLIVAN WATER WELLS
P, O. BOX 272. CHUGIAK, ALASKA 99M~7 ·TEL, EPHO~E 680-2759
~s~vs or w£~ , *'7 4 t :2 ' t
franc LL'VEr. OF WA~R FT. ~"~
DRAW DOWN FT.
KIND OF CASING '~' '~ ~3 ~')
2ND OF FORMATION:
'ro~_.~rLto~ & rt ,,~'1~. rro~ .-Ft. to rt. ~ ~.
'tom ~ .Ft. to /~ Ft. ;c~0p',;4'7''' From ..Ft.to_
'rmu I a FLto '~'7 Ft. .J'~r,,v~ Lea,d*/' From ..Ft.to_ Ft.
tn .Ft~ ~,o Ft. k,~:. '~ From -Ft. m_ .Ft-
're. . Ft. to~rt. ~4;,4'F*~- rr~. . ,Ft. tO Ft.
;.,~ FL to FL From FL to_ ,, ,Ft.
Em Ft. to ~FL From Ft. to_ rt.
mm .Ft. to_ Ft. From .Ft. to , Ft.
'rom .Ft. to~ Ft. From _Ft. to F.t.
'rom .Ft. to~ Ft. From .FL to__ Ft.
rom . rt. t'~ . - Ft. From Ft. to Fr.
rom , .rt. to Ft. rrmu .Ft. to Ft.
rom_ .rt. to Ft. From .Ft. to Ft.
From .
rom .rt. to Ft.
'~'o
tlSCL.. INFORMATION:
DRILLER'S NAME - '-'/ '~*'~*:-'~"~-'
IIOX~/oEAGLtRW[R, AILA~U~I~T/ · TE~EIM-Z51~
l & L DRILLING COMPANY
· CHUGIAK, ALASKA
688.3 199
· ?~'~,.~ ~ :-~o' "
WE SERVE ALL ALASKA '""
o~. '-" '--',, ........ , ,,,---~ ..... o~.o~_.~:_:.~.. ' ~,.~.~.~.~-';,7=.:'.,~'
ADDILF~ .......... ,_.=...~, . . : ' . ' ' ' . ~.f:~ku- ~ 'z.'~ %--~1,,~'~"~,.- * --' -. '.:"~" '~'"'""'"°~-'"'"'P: '
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· ., , ....:_., · .... .~ ,~:~..:
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MEMORANDUM
Municipality of Anchorage
Development Services Department
Building Safety Division
DATE:
TO:
FRO M:
SUBJECT:
December 27, 2001
Jerry T. Weaver, Jr., Platting Officer, CPD
~~:: i,nP~,asP:sO~:~ cmo inmafffff,2~:~ i i~: War er& Was tewat er
The On-Site Water & Wastewater Program has reviewed the following cases and has
these comments:
S - 10861 Spring Brook Vista / Jalasko
Seven day ground water monitoring must be conducted on test hole number 1.
SHORT PI~T
SUMMARY OF ACTION
December 31 o ~-00!
~-10861, Jalasko #1, Lot 3 & Tract A
Approval of thc plat subject to:
1. l~csolvlng Utility Easements
Resolving with AWWU the need to extend water lines from the cxisting 8"
water m~tn, located within the Eagle River Loop fight-of-way, to provide full
lot frontage and water service to thc proposed parcels.
3. Providing to the On-Site Water & Wastewater Program seven day ground
water monitoring for test hole/ti.
Verifying with !_~d Use Enforcement that thc site has been restored in
accordance with Planning and Zoning Commission resolution 96-010A,
which approved the staging and landscape plan for the natural resource
c~h ~cUon operation on the property.
5. Providing a 10-foot buffer landscape easement along the south property
boundary exclusive of thc utiUty casement-
6. Renaming the 10-foot 'Screening Easement" along the east property
boundary to "Buffer Landscape Easement".
7. Placing thc following note on the plat:
'Buffer landscaping meeting thc requircmcnts of AMC 21.45.125.C.2 shall
be installed and m~ln.talncd by thc property owuer wlthfn the buffer
landscape easemenL'
11.CorrecUng map info _n'~tion and street pnmcs per Development Services
comments of DecPmb. el' 27, 2001.
12.11csolving with Physical Planning thc need to identify any of the property as
wetlandsoo
13.Resolving acCe~SS to North Eagle Rlvcr Loop Road with State DOT/PF and
Munic/pal Traffic DeparLuucnt and placc the appropriate notes on the plat.
14.Matnt~ir~tng plat notes # l, 2, 3. & 5.
JC,~p1//ttin~, Jr.
Municipalityof
Anchorage
P.O. Box 196650
Anchorage, Alaska 995t 9-6650
Telephone: (907) 343-4309
Fax: (907) 343-4220
htlp://,,W~w, ci.anchorage.ak.us
· George P. Wuet~h, Mayor
DEPARTMENT OF PLANNING
REQUEST.FOR COMMENTS ON SHORT PLAT SUBDIVISIONS
November 28,200
The Municipality of Anchorage has received application relating to the following short
plat activity. The hearing date is Monday, December 31,2001 and comments must
reach our office by Thursday, December 27, 2001 in order to be included in the staff
conditions of approval·
Spdng BrookVista/Jalasko '~:~/~t/. fl/uO/d! 'r. ~-~) '~'7~ ~ /
Attached are copies of the proposed Plats. Please submit your comments in
wdting, 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