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PETITIONER'
PETITIONER REPRESENTATIVE (IF ANY)
Name t name rust) C
l t JeGni
Name (last name fvsq
5c�
Mailing Address
�
o�sOS Grro WC
Mailing Address,
6 a 7lJSZ
A-n�A. � 9�iSo3
l 7
Contact Phone: Day: D 3 p— ZZ(, L{ Night:
Contact Phone: Day -6, l— :p tght:
FAX:
FAX:
E-mail:
E-mail:
_c_ ., www rn�� alww�nM
-nepon aaumonai pemronem uuuuux eum, ..il ..-•-•.,-.._.y.,_.._._..._.._._._.._.__. _...._._..._, __._, •._____.o _._ __..
PROPERTY INFORMATION
Property Tax M000 -o aoo-000):
Site Street Address:
Current legal description: (use adddionat sheet a necessary)
Zonin -
Acreage: Z. -f
Gc//3s 7
Grid #,41
# Lots: /
# Tracts: 6.
Total #parcels: /
I hereby certify that (I am)(1 have been authorized to act tor) 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 applicalion tee 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 administrativ�{easons.
,157--Z
(Agents must provide written proof of authorization)
osed legal description: (use additional sheet in necessary)
k2i'llill
S 115 0 6 JUN 2 6 200
Aciepledby: - " Postel3Afrdavit - Fee
Application for Preliminary Plat continued
Page 2
COMPREHENSIVE PLAN INFORMATION
Anchorage 2020 Urban/Rural Services: ❑ Urban
❑ Rural
Anchorage 2020 West Anchorage Planning Area: ❑ Inside ❑ 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
❑ Residential at dwelling units per acre
Waived b
Girdwood- Tumagain Arm
❑ Commercial ❑ Industrial
❑ Parks/opens space ❑ Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
❑ Special Study
❑ Residential at dwelling units per acre
Avalanche Zone:
(An or portion of she
❑ None ❑ Blue Zone ❑ Red Zone
❑ None ❑ 100 year ❑ 500 year
❑ "1" ❑ 7 ❑ "3"
RECENT REGULATORY INFORMATION (Events that have occurred in last 5 years for all or portion of site)
❑ 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 Corp of Engineers ❑ Municipality of Anchorage
"A"
❑ "4" ❑ "5"
APPLICATION CHECKLIST
Fee:
Plat: Copies e-42-(tortgip atMr EU32 (short plats only)
❑ 8'fnrH cedar trd copy
Other maps P Aerial photo f,0 Housing stock
P Zoning
Mandatory on plat depictions: ❑ Pedestrian walkway
❑ Landscaping 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. 01102)'Back
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Short Plat Summary of Action
June 26, 2006
Page 4 of 5
4. Submitting information to On-site Water and Wastewater to satisfy the
requirements specified by AMC 21.15, AMC 15.55 and AMC 15.65 for
each lot within this proposed subdivision, which includes, but may not
necessarily be limited to:
a. Topographical information.
LAW/ b. Documentation for water availability to serve water wells.
c. Documentation identifying areas designated for the original and
replacement wastewater disposal system sites which meet all
criteria specified in AMC 15.65 including slope and slope setback
requirements.
d. Soil testing, percolation testing, ground water monitoring to be
conducted during high ground water season in either the fall
(October) or Spring (May).
5. Making the following drafting changes:
a. Street Names: Krystal Ln is not labeled; Weeping Birch Ave is
not labeled.
b. Street Names, Vicinity Map: S Birchwood Loop Road is missing
its predirectionals and street type; Birchwood Spur Road is
mislabeled.
c. Map Information: Lots 39A and B are not labeled.
d. Title Block Information: Two Barnett Subdivisions already exist
in Grid SW 1530 and SW2329. Subdivision name must be
unique.
plat for 18 m9ptlis subject to the following conditions:
Resolving
2. Establi ing nonc orming rights with Land Use Enforcement for the
she ncroaching into a proposed rear yard setback of proposed Lot
, relocate the shed to a c forming location, or obtain a variance for
the encroachment from the ning Boazd of Examiners and Appeals.
�\ Municipality of Anchorage
• Development Services Departmenti
Building Safety Division - °
MEMORANDUM
DATE: June 26, 2006
TO: ,�/Jerry Weaver, Jr., Platting Officer, CPD
FROi11: (may' Daniel Roth, Program Manage
SUBJECT: Comments on Cases due June
The On -Site Water & Wastewater Program has
these comments:
511504-1 Glacier View Heights #4 Lot 13
No objection
S11505-1 Chester H. Lloyd Tracts 1213-1,
No objection
t7 -SI 1506=17-7,13imett Subdivisionl
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.
511507-1 Clinton 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
Comments on Cases due 6/26/2006 Page 2
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.
Eagle River Engineering Services
Christopher R. Wood, P.E.
10421 VFW Rd., Suite 201 (907) 694-5195 tel
Eagle River, AK 99577-3294 (907) 694-3297 fax
www.eres-ak.com
31 May, 2006
To:
Mr. Sean Barnett,
2505 Barrow St. Suite C
Anchorage, AK 99503
Cc:
Mr. Dan Roth
Manager, On -Site Services
Municipality of Anchorage
PO box 196650
Anchorage, AK 99519
Re: BLNI Lot 37 T15N, RIW, Sec. 8 Subdivision into Barnett Subdivision Lot I & 2
On-site Water and Wastewater Disposal Subdivision Soils Report
Dear Mr. Barnett and Mr. Roth,
Eagle River Engineering Services (ERES) is pleased to present you with this On -Site Wastewater
Disposal Soils Report, for the proposed Barnett Subdivision. ERES was contracted by Mr.
Barnett to perform a soil investigation for the proposed subdivision to determine the feasibility
and suitability of the proposed lots to support on-site wastewater disposal systems and private
wells.
OVERVIEW
The Barnett subdivision consists of splitting the existing 2.5 acre parcel into 2 halves, Lot I and
Lot 2. Test holes on each half of the proposed subdivision were excavated by Martin
Construction, with a rubber tired backhoe with extend -a -hoc. These test holes were logged by
Chris Wood of ERES in early May, 2006. Soils percolation tests were performed adjacent to
these test holes, with water table monitoring conducted through the end of May, 2006
SUMMARY OF FINDINGS
The following represents a summary of our findings.
Barnett Subdivision lies on the upland bench west of Peter's Creek along Birchwood Loop Road
off of Scenic Dr. The proposed subdivision has a sparse cover birch and white spruce forest,
with occasional cranberry and alder patches.
The underlying soil encountered can be characterized by being brown slightly silty sand & gravel
with some cobbles, underlain by brown and/or blue clay. UCS classification would consider this
soil to be SM or GM. Clay, and/or gravelly clay is present 6-10 feet below ground surface as
evidenced by the test holes excavated on the property, and on an adjacent parcel directly above
the subject lot. The topsoil layer was found to be approximately 1'-1.5' in depth.
Satisfactory percolation results were obtained in all test holes. Groundwater was found in all of
the test holes, perched above the underlying clay layers. This groundwater was monitored during
our observation period of May, 2006.
No surface water was noted within the confines this proposed lot subdivision, nor within 100' of
the proposed wastewater disposal area.
The proposed subdivision's topography only exceeds 25% slope along a slope break running
northwest -southeast, and is clearly identified on our site plan. Not septic system is proposed to
be within 50' of the uphill break in topography. With the exception of the slope break, the
remainder of the topography is gently sloping west/northwest, not exceeding approximately 5%.
We believe the two proposed lots can safely support a primary and two replacement on-site
wastewater disposal fields.
Lot Size exceeds 40,000 square feet (minimum lot size required for installation of an on-site
wastewater disposal system) on both lots.
ON-SITE WASTEWATER DISPOSAL RECOMMENDATIONS
ERES has confirmed that suitable soils and area exist on both lots conforming to Anchorage
Municipal Code Chapter 15.65, and can provide a safe wastewater disposal systems that are
protective of human health and the environment . We approximate the leachfield size to be a
shallow drainfield 5' wide X 45' long with 6" effective sewer rock for Lot 2, and a bed -type
system for Lot 1.
WATER SUPPLY
Several well logs were obtained in the general area of Barnett Subdivision and have been
included for your review. Well production rates appear to exceed 2 gallons per minute. Several
of the wells are in a shallower gravel deposit confined by clay, while another appears to be a
much deeper well in bedrock. We feel that a drilled well on would need to be approximately 160
feet deep, should produce more than 0.35 gallons per minute, and will not adversely impact the
water availability on adjacent lots due to the sparse spacing of wells in the general vicinity, and
the nature of the recharge of this aquifer.
NITRATES
ERES has found very little Nitrate concentration information on the lots surrounding this
subdivision. ERES does not believe the construction and use of an on-site septic system on the
proposed lot subdivision will adversely affect the surrounding lots' potable water supplies.
Elevated nitrate levels are not known to exist in this area.
LIMITATIONS
Test hole findings reflect local conditions at the test boring locations only, and are subject to
natural variations and changes. Conditions during leachfield installation may be different from
those found in the test holes, and must be designed around accordingly.
ERES appreciates the opportunity to provide you with continuing services on this project, and is
looking forward to working with you on future projects. Please contact us if you have any
questions. We can be reached at 694-5195.
Sincerely,
EAGLE RIVER ENGINEERING SERVICES
vv /
hristopher R. Wood, P.E.
Principal
Lot 27B I Lot 28B
NEST 329.98'
AREA DEDICATED TO THE RIGHT OF WAY
— — — — — — — — —
20' PATENT R.O.W RESERVE _
��—
Lot 388 ® '
MG
A V
�, � . / .; .. ;,mss•:
-� _ _-LOT1
rnarosn IDT INE'.^, ^.L ID
I I Im
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LOT 2 I Im
MR&
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S 89'56'00'E IFPM
Lot, I Lot SBd �O
1. NO KNOWN SURFACE WATER +100'. \
Il�o[c7f 2. NO KNOWN CURTAIN DRAINS / 4
�.ou2 ® - TEST HOLE — — - EASEMENT
\ • - MONITOR TUBE — — - PROPOSED /LEACH FIELD
I0 - SEWER CLEAN OUT EXISTINGI[EACH FIELD
+ - WELL o — DRIVEWAY
WELL/SEPTIC SITE PLAN
LEGAL: BARNETT SUBDIVISION LOTS 1 AND 2
OWNER: SEAN BARNETT
CONTRACTOR: UNKNOWN
JOB # 06-028 1 DATE: 6/21/200d SCALE 1 "=802
EAGLE RIVER ENGINEERING SERVICES
10421 VFW RD. SUITE#201
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
Lot 38
329.82' I \
OF A�q tp
1
s'1k : 9— •�t�
G%CHRISTOPHER R. N'OOD•Q' �
, CE -10387 •• \ �
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EAGLE RIVER SENGINEERING
10421 VFW RD, 201
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: SEAN BARNETT DATE PERFORMED 5/11/2006
LEGAL DESCRIPTION: T15N, R1W, SEC.8, LOT 37
TEST HOLE B 1 SLOPE
1
8
9
10
11
12
13
14
18
19
21
22
ORANGE TOPSOIL
BROWN WELL GRADED
SAND AND GRAVEL. MIX
WITH COBBLES TO 10'
rril BROWN CLAY
BLUE CLAY AND SAND
WAS GROUND WATER
ENCOUNTERED? YES
WATER MONITOR DATA
DATE WATER LEVEL
05/11/2006 5.5
05115/2006 4.5
05131=08 5.0
�•�� OF �'ll
=�P S,�Cx
l,
•7° • .
'.CHRISTOPHERR.�
s• CE -10787
TOWNSHIP RANGE SECTION T15N. R1W, SEC.8
SITF PI AN(NOT TO SCA[ F)
PERC TEST RESULTS
3%
TION RATE WAS FASTER THAN 1 MINUTE PER INCH
FHROOLATICNRATE- <1 (My"
SOILS L GEDCHRISTOPHER WOOD PERCOLATION TEST BY: CHRISTOPHER WOOD
ICERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:y-121A
q LYS f/.OdI
un ®= 6
.5
4
PERC TEST RESULTS
3%
TION RATE WAS FASTER THAN 1 MINUTE PER INCH
FHROOLATICNRATE- <1 (My"
SOILS L GEDCHRISTOPHER WOOD PERCOLATION TEST BY: CHRISTOPHER WOOD
ICERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:y-121A
EAGLE RIVER SENGINEERING
10421 VFW RD, 201
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: SEAN BARNETT DATE PERFORMED 5/11/2006
LEGAL DESCRIPTION: T15N R1W, SEC -8, LOT 37
TEST HOLE iY 2 SLOPE
DEPTH
(FEET)
1 ORANGE
TOPSOIL
2
� o
4 :o
• BROWN WELL GRADED
5 SAND AND GRAVEL MIX
CLAY
SATURATED
SAND AND CLAY
1°
M R6t 4011
WAS GROUND WATER
y
7
ENCOUNTERED? YES
t1
WATER MONITOR DATA
12
DATE WATER LEVEL
13
05/15/11/2006 6'
Ira ®= 6
0512006 5.0'
14
05/311200615.2-
5131/2006 5.2'15
15-1
18
17
18
19
21
�E OF ' q �0
�n %CHRISTOPHER R. WOOD: W �
CE -10387 OF
111,�� SI i�'i
TOWNSHIP RANGE SECTION T15N.R1W,SEC.8
SITE PI AN(N()T TO SCAT F)
3%
PERC TEST RESULTS
FASTER THAN 1 MINUTE
PERCOLATION RATE ->l (MINRNC" PERC HOLE DIAMETER -6'
SOILS L GED BY: P W PERCOLATION TEST BY: CHRISTOPHER WOOD
I _ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:�j(ZIrC6
M R6t 4011
y
7
Ira ®= 6
y
I
3%
PERC TEST RESULTS
FASTER THAN 1 MINUTE
PERCOLATION RATE ->l (MINRNC" PERC HOLE DIAMETER -6'
SOILS L GED BY: P W PERCOLATION TEST BY: CHRISTOPHER WOOD
I _ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:�j(ZIrC6
EAGLE RIVER ENGINEERING
10421 VFW RD, SUITE 201
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: SEAN BARNETT DATE PERFORMED 5/11/2006
LEGAL DESCRIPTION: T15N RlW SEC.B LOT 37
TEST HOLE (/ 3 SLOPE
DEPTH I ILII
(FEET)
1
SANDY TOPSOIL
2 0•
!•o''' SW -CP
4
BROMN LOOSE SAND
MIXED WITH COARSE GRAVEL
COBBLES TO 10•
6
7-
9—
.0 9O .
10-
0
0 C O'•
11 0 '�
12 o.If
14
1S
16
17
18
19
21
COM
WAS GROUND WATER
ENCOUNTERED? YES
WATER MONITOR DATA
DATE WATER LEVEL
05/112006 12'
05/312006 11.5'
06/192006 11.8'
OF �IS,
0.. )..�
0
// 1p, %CHRISTOPHER R. WOOD.
/, J, CE -10387
11 k ■fROFESSI DA Py_ -o
TOWNSHIP RANGE SECTION T15N,RiW,SEC.8_
Circ DI AM/Ml1T Tft CrAI Fl
an ��et 411 W sQ
r aaa mm�
t
y
A
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YP AL1
Q7
E
3
I
R
• 1YOC[ AQ
PERC TEST RESULTS
3%
READING DATE IGROSS TIME INET TIME IDEPTH TO WATER NET DROP
PECOLATION RATE WAS FASTER THAN 1 MINUTE PER INCH
PERCOLATION RATE ->1 (MINIINCH) PERC HOLE DIAMETER -B•
:S]OILS LO GEDiY:H17PR, W 0� PERCOLATION TEST BY: CHRISTOPHER WOOD
Y THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:fAA /06
May 06 06 03:09p
O
PEnronmED Fon: h
Munklpatily of Anchorage .
DEPARTMENT OF 11EALTN 314UMAN SERVICES
625 •L• SlrecL Anchorage, Alaska 89502.0650
SOILS LOG — PERCOLATION TEST
p.5
LEGAL OESCnIPTION: 3� • TIS�r -i_� ; 1n� Lv • �I _r SITE PLAN
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COMMENTS
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WASCIVOUNOWATFn
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IF YES. ATWIIAT L
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DEPT/17
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8r7m le WAN ANI -S
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PE ICOLATION nATE (ml.wlevinch) PERC HOLE DIAMETEn ••
TEST AUN BETWEEN FT AND 4 IT -
5 i 5 EARellnccn.n.•
P�nFO1tMED BY:' 1 CEIITiFT 71:7 "j'sr 7^SSST WAS PERrORMEOIN
ACCONDANCE*lR*S WRKT�M1 V�ALCLnOELtNEStHEr,FECTONT1aSDATE. DATE: 6 /E y,'��
72 -me In". 44M) .
• rnr•�ca�r�
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PE ICOLATION nATE (ml.wlevinch) PERC HOLE DIAMETEn ••
TEST AUN BETWEEN FT AND 4 IT -
5 i 5 EARellnccn.n.•
P�nFO1tMED BY:' 1 CEIITiFT 71:7 "j'sr 7^SSST WAS PERrORMEOIN
ACCONDANCE*lR*S WRKT�M1 V�ALCLnOELtNEStHEr,FECTONT1aSDATE. DATE: 6 /E y,'��
72 -me In". 44M) .
Drilling CF AN
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c: r.:: Lr t s
by J2;V12.^.th:t.ITAL 110"X'TION
OOCcaea
SULLIVAN WATER WELLS''" a i`t's
P.O. BOX 272,CHUGIAK. ALASKA 9MI • TELEPHONE 688.2768 RECEIVED
w i I/
OWNER OF LAND • -1 d -M v S 7Ao 4 r n! C c A DEPTH OF WELL 't 4' 7
ADDRESS l L a/ 94 C t(2S""2 /C STATIC LEVEL OF WATER FT.
LECALDESCRIPTIO ' L �� £ 13 Yr TIS /1J IDR hA DOWN FT. Z G
r/�• �• c Ended GALS. PER HR 4 0
DATF.•Surted Y-7--.— r� t
PERMITNUMBER f O`�' r� /i !�f01 G cea �''CKINDOFCASING 6-1-.00
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DRILLERS NAME
.• � n � n Zmihft will p produtL+Q �Z ptllons o(wtM per hour.&t Dump Q'�O
INVOICE1"0=MO
JOE
MOON DRILLING L 4.Amos DATE //—a P- 77
M BOX 6N, WCARD RD, /s-19 F 7vDoR /r.J�D tovE►.D.NUNtu
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DRILLERTNAME \1' .�1
\ . `.'. i��.• •..
CHEMICAL & GEOLOGICAL LABORATORIES OFALASKA, INC. C 'q
0670 B STREET ANCHORAGE. ALASKA 99519 TELEPHONE (907)5823343 P
FEDERAL TAX 10 / 924)0I0I40
111LISIS IMIT II SWU fat Mort Order 1 13713
Dau Report Printed: RAI 1S 19 1 ISM
Client Sample MUSS SIC S T1SR Ilei 31 Client lase ; S t, 3 1101
IV31D ;Dl Client Acct a S1SllOP
Collected kit it 19 1 his. L0.1 101E 11C'D
Received BIT 12 19 1 1S:00 his. ley I
!reserved with :LS RLQO211D Ordered By ;
lnalyste Completed ;111 1S /9 ' Send $$Patti to:
Laboratory Supervtsor ;3 IMS C. LOL I)S 13 in
Released if 1/G,'�i%C/ 2)
......... ......../..............................................---.................................................................
Special
Instruct;
Cheaab lel 1: 5270 Lab Smpl It: 1 Uatttm: WAIIR
Parameter Iested Result/Units
Movable
Nethod Lanita
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lemadtn 31MM COLLICIID I1 174.
............................................«..............................................0.................
1 Tests Performed • Ser Special Instructions Above 014naveilable
10- Ione Detected •• See Sample Remarks Above
VA. Not ArAlyted LI -lose Than. CI•Crestet Than