HomeMy WebLinkAboutHANKS Lots 2C-1 & 2C-2 S-11347-1Hanks
Lots 2C-1 & 2C-2
S —11347-1
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Please fill in the information asked for below.
nepm awwrai pnaarars a wcosa weer wawnns an supprmieraer nam. raea o wage wv oa,ericmr reel owners maY �Y P�n9 a tM apprraoon.
PROPERTY INFORMATION
PETITIONER'
PETITIONER REPRESENTATIVE OF ANY)
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MI; j TOP 14 f%if- ST
ess
4-7L1, VY. c0"4zr a Av6-
ANcl+oltAt,-F- r ALA4-kA 9�StiL
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Centact Phone: Day. ib I -17 81' Nifc 1-4 -) z.4 -,e
Contact Phone: Day: 24 q-,; 4 qNKfC 7,5,0 -751 `'
FAX:
FAX: 'L4 -'b-`1 5 - L
E-rmiE r;cln Icr. Ne1c,i...ti'
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PROPERTY INFORMATION
Property Tax #(Ixa-0oo-oatloo): oI f
I Z o 0 0 0
Site street Address: 7-751
d L,% V o ,r
Current legal description: (use adamntmi meet r nacassary)
LVT- '-C r 14RNK3 5v9pjdf)1%^j r ?Lni,r p4 i7- 2.2� 414C,V-" X4
V.C-IL AD)fj tr MTC%cr, R+-A5x.A
Zoning: Q
Acrea e: 2,151
1 Grid i> Z 2, Z -L-
# Lots:
#
I / Tracts: -e
Total /parcels:
I hereby Cerny mat 0 ara)p have been aLdwdzed to as for) owner or me property descrbed above and that I petnion to subdMde It In
conformance whh Tide 21 of the Anchorage Municipal, Code of Ordinances. l understand mat payrrere d the appkatton fee is nonreha dawe
and Is to rover the costs associated whh processing this application, and that It does not assure approval of the subdNision. I also understand
that assigned hearing dates are temadve and may have to be postponed by Plamting Deparmtent staff or the PlanN Board, Plamhg and
Zoning Commission, or the for administrative reasons.
provide m4ten prod of a Wv¢atlon)
oposed legal description: (use addhbnat sheet in necessary)
I
V N1cS 5v;vI.0114f t LM -T -S Sc -1 S 2c:
Lots: Z i Tracts: -C Total ?parcels: Z
Accepted by: poster a urda,& Fore I Casa Nmmer
Page 2
ApWom In Ptewm ry Flet m rwd
of Soo
Avalanche Zone:
;5 None
COMPREHENSIVE PLAN INFORMATION
❑ Red Zone
Anchorage 2020 Urban/Rural Services: ❑ Urbanural
0 None
Anchorage 2020 West Anchorage Planning Area:
KInside ❑ 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
Additional required documents unless specifically waived by Platting Officer:
Eagle River-Chugiak-Peters Creek Land Use Classification:
❑ Commercial ❑ Industrial
O Parks/opens space ❑ Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
O Special Study
❑ Residential at dwelling units per acre
Girdwood- Turnagain Arm
❑ Commercial ❑ Industrial
❑ Parkslopens space ❑ Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
O Special Study
❑ Residemial at dwelling units per acre
of Soo
Avalanche Zone:
;5 None
❑ Blue Zone
❑ Red Zone
Floodplain:
0 None
11100 year
❑ 500 year
Seismic Zone (HardinglLawson):
❑ "1"
❑ "2"
❑ "3" ❑ "4"
RECENT REGULATORY INFORMATION (E� to fie =u vd In fast s years for ar w aonim of we)
❑ 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
❑ Buildinq or Land Use Permit for
❑ Wettandpermit: ❑ Army Corpof Engineers O Municipality of Anchorage
POTABLE WATER AND WASTE WATER DISPOSAL
Potable Water provide by: ❑ Public utility ❑ Community well Private well
Wastewater disposal method: ❑ Public utility ❑ Community system KPrivate onsite
7
20-003 SM. DIJDM)aa
APPLICATION CHECKLIST
Fee:
Plat: Copies ❑ 42 (long plats) 0 32 (short plats only)
J@ 8Y2xl1 reduced copy
Other maps Aerial photo 9 Housing stock
D5Zoning
Mandatoon lat de fictions: ❑ Pedestrian walkway❑
Landscaping required b zoning
Pro Title: Certificate to Plat
Additional required documents unless specifically waived by Platting Officer:
K Site topography (4 copies minimum)
Waived by
❑ Soils Investigation and analysis reports (4 copies minimum)
Waived by
ubdivision drainage plan
Waived b
20-003 SM. DIJDM)aa
Short Plat Summary
March 14, 2005
Pagc 3 of 4
Arterial landscaping meeting the requirements of AMC
21.45.125.C.4 and buffer landscaping meeting the
requirements of AMC 21.45.125.C.2 shall be installed and
maintained within the landscape easements by the property
owner or his/her designee.
10. Resolving with Zoning Code Compliance, the need to apply for
nonconforming rights regarding the existing structures.
11. Resolving with Project Management & Engineering, the need for
drainage easements and facilities, or the need for any plat notes
regarding drainage.
12. Correcting the grid number to read NW 1358, located within NW 1/4,
Section 9....
13. Correcting the street names on the plat and vicinity map to read
Birchwood Loop Road.
14. Showing all easements on the detail plan and note the book and
page recordation for the 50 -foot BLM Patent Reserve on the plan
views.
S-11347 Hanks Subdivision
Approval of the plat for 18 months subject to the following conditions:
1. Resolving utility easements.
SEE 2. Providing an as -built survey to Zoning Code Compliance, showing
a,. �1 all structures in regards to the new lot lines.
�f
3. ubmitting information to satisfy the requirements specified by
/AMC 21.15, AMC 15.55 and AMC 15.65 to On -Site Water and
Wastewater Program for each lot within this proposed subdivision.
D IL This information must include, but may not necessarily be limited
�Il�lp; to:
�• Soils testing, percolation testing, and ground water monitoring
1 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 be
or spring (April -May).
Short Plat Summary
March 14, 2005
Page 4 of 4
• Areas designated for the original and replacement wastewater
Z disposal system sites must be identified and must meet all criteria
O
specified in AMC 15.65 including slope and slope setback
� I
141 requirements.
pographical information must be submitted.
Provide documentation for water availability to serve water wells.
4. Resolving with Project Management & Engineering, the need for
�
drainage easements and facilities, or the need for any plat notes
/-z K (05' regarding drainage.
Jerry T. Weaver, Jr.
Platting Officer
BTH CONSTRUCTION, LLC
EXCAVATION & ENGINEERING
P.O. Box 110358 • Anchorage, AK 99511-0358
Phone/Fax.-336-3447 • E-mail: bth@gci.net
April 8, 2005
Mr. Dan Roth
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
RE: Lot 2C-2 Hanks Subdivision
Platting Case S-11347
Dear Dan,
Enclosed is the additional information you requested on the above referenced subdivision.
Per your request I performed a test hole on the remainder lot (Lot 2C-1) to verify the lot's capacity to support additional
replacement drainfields. The results of this test hole are detailed on the enclosed soils log/percolation test forth.
This test hole was placed south of the existing drainfield, which was constructed in 1979. This drainfield has recently
passed an adequacy test performed by Tobben Spurkland, P.E.
Please note that BTH Construction, recently replaced the failing septic tanks on Lot 2C-1 with a new 1500 gallon, two
compartment septic tank (MOA permit no. SW050063).
In addition, we have another test hole log that was performed in 1979 by Tobben Spurkland for the design of the
current drainfield. While I do not have a location for this test hole, the soils documented and the percolation rate are
very consistent with the results I have achieved from my testing, thus verifying that this general area is more than
adequate to support the existing system and two or more additional replacement systems. A copy of this soils
log/percolation test form has been included for your review.
have modified my original submittal site drawings to include the new test hole and to delineate the septic reserve
areas as required by AMC 15.65.180.B.1 with regards to subdivision development.
I am hopeful that this submittal meets all of your requirements for approval.
If you have any further questions, or require additional information, please feel free to contact me at 230-3992.
Regards,
Brian T. Harten, P.E.
BTH Construction, LLC
Municipality of Anchorage
Development Services Department
• DNV-
On SM W mow. Proprn
4700 Sow, Br.9.w SL
P.O. Box 196850 And=W, AK 995198850
w d.andwra{pakus
(907)3/}7904
Soils Log - Percolation Test
Q,��• OF..AIgs���
:...... ,............:..
BRIAN T. HARTEN :
NO. 10068—CE
• •�
PROFESS10N1'\
p.f.. For. GLENN SCHULTES, 7951 JODPHUR MARCH 31, 2005
twtlDa«+tem. LOT 2C-1, HANKS SUBDIVISION TOR*wxP,R.n9..s.L9on•
9-
10—
tt-
12—
U—
14 —
1s —
1e —
1T —
1e —
19-
20 —
SM — SILTY SAND
BOTTOM OF BOLE
WAS EENCOUNTUND ERAEI77
De9M
GROSS TIME
N/A
IF YES. AT WHAT DEPTH?
(Feet)
DEPTH TO WATER
N/A
0 —
10 MIN
5 1/2"
TOPSOIL AND GRASS
1—
10"
20 MIN
SM — SILTY SAND, FILL
5 3/4"
4 1/4"
(LIKELY TRON ERISTTN
30 MIN
10 MIN
5 7/8"
D/r N STRUC 10111
2-
10"
40 MIN
10 MIN
3
4 1/4"
ML — BROWN SANDY LOAM
50 MIN
10 MIN
5 3/4"
(NO DEFINITIVE ORGRNIC LAYER)
4—
10"
60 MIN
10 MIN
e—
4 1/8"
•
e-
7—
e-
9-
10—
tt-
12—
U—
14 —
1s —
1e —
1T —
1e —
19-
20 —
SM — SILTY SAND
BOTTOM OF BOLE
WAS EENCOUNTUND ERAEI77
NO
GROSS TIME
N/A
IF YES. AT WHAT DEPTH?
MET DROP
DEPTH TO WATER
N/A
AFTER MONRORimw
10 MIN
DATE: 4-7-05
She Plan
DATE
STMT DEPTH
GROSS TIME
NET TIME
FINISH DEPTH
MET DROP
3-31-05
10"
10 MIN
10 MIN
5 1/2"
4 1/2"
10"
20 MIN
10 MIN
5 3/4"
4 1/4"
10 1/4"
30 MIN
10 MIN
5 7/8"
4 3/8"
10"
40 MIN
10 MIN
5 3/4"
4 1/4"
10"
50 MIN
10 MIN
5 3/4"
4 1/4"
10"
60 MIN
10 MIN
5 7/8"
4 1/8"
PERCOLATION RATE 2.42 MINRNCH TEST MOLE DIA 6 (INCHES)
TEST RUN BETWEEN 6.0 FT AND 7.0 FT
A FOUR HOUR PRESOAK WAS PERFORMED: M YES []NO
COMMENTS: THIS DATA IS FOR EXCLUSIVE USE BY BTH CONSTRUCTION, LLC TO DEMONSTRATE THE
VIABILITY OF THE SUBJECT PROPERTY TO SUPPORT AN ON—SITE SEPTIC SYSTEM.
PERFORMEDBY:BTH CONSTRUCTION, LLC I, BRIAN T. HARTEN, CERTIFY THAT THIS WAS PERFORMED INACCORDANCE WITH
ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: MARCH 31, 2005
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11r1D.40 GPMSTATIC - I WDE`.FLORED� uHOE'TELOM�- Ij�J
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IHARTEN
BR1AN �: / "o' ! 1
§ ' 9 N0. 10068-CE� 0;0 ' t
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LOT 2C-2
SM CON$T/7 IMON, LLC
HANKS SUBDIVISION
WELL AND SEPTIC SITE PLAN
P.O. BOX 110358
ANCHORAGE, ALASKA 99511
PHONE: 336-3447
NOR, 1•.200
SCALE:
DATE: 4-8-05 GRIDS: SW2222
SHEET of
VER. NTs
CLIENT: GLENN SNVLTES
� 3
I
SCALE 1
1
�J �
NEW 1500 /
SEPTIC TANK- I �a
EX. DRAINFIELD � -
\ 20'
1I BTH 111 /j2
0 —_�/
1GC11 G`l 1A/ �C TIO A 1 -Fu-C1A/D.
1250; SEPTIC
TANK`:<aE?"�y
i
PROPOSED 4 -BEDROOM
HOME
PROPOSED
r PRIVATE
/ WELL
1 �
57' 2�!
1,0• Util Esmt
........................................................
4'50"E 609:52
DESIGN CRITERIA:
HOUSE SIZE: 4 BEDROOMS
-
SOILS PERCOLATION RATE 2.42 MIN ANCH
PERC RATE CATEGORY 1-5 MIN/INCH
CONVENTIONAL DEEP TRENCH DESIGN:
10.5' DEEP, 7 OF EFFECTIVE SEPTIC ROCK
LOT 2C-2
P OP, SED),
TRENCH LENGTH A
i
PROPOSED 4 -BEDROOM
HOME
PROPOSED
r PRIVATE
/ WELL
1 �
57' 2�!
1,0• Util Esmt
........................................................
4'50"E 609:52
DESIGN CRITERIA:
HOUSE SIZE: 4 BEDROOMS
-
SOILS PERCOLATION RATE 2.42 MIN ANCH
PERC RATE CATEGORY 1-5 MIN/INCH
CONVENTIONAL DEEP TRENCH DESIGN:
10.5' DEEP, 7 OF EFFECTIVE SEPTIC ROCK
ABSORPTION AREA. 150 SF PER BEDROOM
600 SF TOTAL
TRENCH LENGTH A
2 w DEPTH
NOTES:
500 SF
1. ALL WELL AND SEPTIC SYSTEM LOCATIONS SHOWN
2 7
ARE APPROXIMATE AND WERE OBTAINED FROM M.O.A.
f
n7l LF
RECORDS.
r�y
SAY 40 LF
PSE• O...Al9s-'XX
Itt
*`'~'491—" %9*
. rcHrr...:r.:::.........
• BRIAN T. HARTEN /
r• NO. 10068 -CE ; • /�
�1 ��sl • :; �$'Oi.•' Nei
11 `F`P� 0'
BTH CONSTRUCT/ON, LLC
P.O. BOX 110358
ANCHORAGE, ALASKA 99511
PHONE: 336-3447
LOT 2C-2
HANKS SUBDIVISION
CONCEPTUAL WELL AND SEPTIC PLAN
NOR. 1•-50' DATE: 4-8-05 GRIDS: SW22222
SCALE: VER NTS SHEET f 3
CLI[N T: GLENN $IIULTES
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_ — 174
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NOTES:
1. HATCHED AREAS ABOVE DEPICT THE
1� UNDEVELOPED RESERVE AREAS FOR EACH LOT. EAC�i
I? [� HATCHED-AREA,REPRESENTS THE FQL(OWING
1, RESPECTIVE, AREAS: `
I LOT 2C-1: \12,975 SF I�! I
I LOTl2C=2: .18,778 SF 1
`I
a ,. 16,
2. !{MC '15.65.180.8.1 REQUIRES LOTS Vi A PERC
RATE OFA -5 MIN/INCH TO HAVE A S TIC
-1
RESERVE AREA OF 10,000 SF. EACHOT MORE
�•---
1 ! 5�P •--TH �9 �1 THAN MEETS THIS REQUIREMENT. iti I
IPS GI . � �• I� I
BRIAN T. HARTEN •
; / I
NO. 10068 -CE /
OP
r'
`i
I P
LOT 2C-2
BTH CONSTRUCT/ON, LLC
HANKS SUBDIVISION
PRIMARY AND RESERVE SEPTIC AREAS
P.O. BOX 110358
ANCHORAGE. ALASKA 99511
PHONE: 336-3447
SCALE: HOR. 7'.100•
DATE: 4-8-05 GRIDS: SW2222
SHEET f
VER. ITS
CLIENT: GLENN SIIULTES
3
()PGRADS SOILS LOG'
MUNICIPALITY OF ANCHORAGE
�.Alp DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION fPERCOLATION
TEST
PeWi 04M AWwnW. AM*@ 90602 9.-=t
T ,SSOOIL1SLOG=PERCOLATIONTEST
•G
PERFORMED FOR: ►/ Q T�.t S111-7171
GATE PERFORMED:
LEGAL DESCRIPTION:
.1
2
3
4
5
8
7
8
9
10
11
12
13
14
16
1e
17
18
19
20
:A
10 9
WAS GROUND WATER
ENCOUNTERED]
IF.VES, AT WHAT
DEPTH?
ONE
®®®om
®
um
-m
••
IM
quaw
PERCOLATION RATE�(�mIinut"Anthl
TEST RUN BETWEEN_ I.;NO T1�eC. FT 1
10
�• G CERTIFIED BV: DATE: I (Z
PERFORMED BV: / RTI
T2-00e(me)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH'Qf ENVIRONMENTAL PROTECTION
'ENVIRONMENT#.L ENGINEERING QIVIStON 'b .
826•L$wet.•Ancharlpa,.Aagks.�99WI.,Toloph&w76 720
ONSITE SEWAGE DI$POSALSYSTEM AND/Oii.WELL INSPECTION.REPORT
NAM .. NEW '.
.. " UPGRADE .
. MAILING ADDRESS, .. .
LEGAL DESCRIPTION
LOCATION : . • , . _ NO. OF BEDROOMS
DISTANCE Ibt :. Abeorphon ares..• .... ,gvwlli �. ' .. PERMIT NO. ..
UY MnNo. ofeompartrmnta• :.
~ L ItY. owIohe imide length ' Width Auld depth '
C 'IF-HOMEMAOE .. •. , ' .. _ .
.
Well
... • Dwellin PERMIT NO. t
DISTANCE TO •' `
�• F`; MMYIKtunf :
Ole let . _ ' gold eapecitt, In 1144101111,
Wall - oun tion.. t...'.; PERMP
' ' -
DISTANCETO '+ ' - O
LLNo of Ifs Unpth of Ina ToW lrpth of I'me Tnnrb h - Dison Mtwt en lines
2 W . i3 iL InchN • .
' F.¢f pO tile ► O In. grade ... ,. _ ,•:: tars bene a o0 af1Kt vq abeorplion arM .
C Inches
Length th. MI
ur: .. ..
`h TWn of crib Crib diamstor , Crib depth \ ..otal rttKtiva.absorpNon arae
de ii
{Nell,., Bu ding
foundation Ndrest lot Ilns. + ,
• DISTANQETO
J Gus , " Depth
Des, Nr Dfltanw to lot 111111 PERMIT NO. •,•
DISTANCE.fiO ,, oulldlnp4oundetion $swwrllNa Septic tank Absorpdonamis .' -
% OTHERf. .
M E MATERIALS
(/ L
SOf LTEST RATING ' ' �•
;� p.*
INSTALLER,
REMARKS;. .. .. ..
1,41 r
777
D
A OVED C��"/// ... D',TE,-.:• .-�. LEGAL -
BTH CONSTRUCTION, LLC
EXCAVATION & ENGINEERING
P.O. Box 110358 • Anchorage, AK 99511-0358
Phone/Fax.336-3447 • E-mail: bth@gd.net
March 29, 2005
Municipality of Anchorage
Development Services Department
Building Safety Division
Onsite Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
RE: Lot 2C-2 Hanks Subdivision
Platting Case S-11347
To Whom It May Concem:
General
1 have been retained by Mr. Glenn Schultes to provide Civil Engineering services as required to demonstrate the above
referenced property's ability to support an on-site water and wastewater system.
Currently the property is platted as Lot 2C Hanks Subdivision; however the preliminary plat has been approved to split
the lot into two parcels, with the subject lot being a flag lot to the east of the remainder parcel. This new lot will be
designated Lot 2C-2 Hanks Subdivision. Please see the attached sketch (Figure 1) which shows the proposed lot
subdivision configuration.
We require a signature of approval from your department on the platting case Summary of Action in order to finalize
the platting action. Please review the enclosed information and if it meets your requirements, sign the copy of the
Summary of Action enclosed and return to me.
Solis
A test hole was excavated and the soils were perc tested on March 11, 2005. The attached soils log (Figure 2) shows
the location of the test hole, the soils found and the percolation rate of the representative strata.
This test hole location was selected based on the following parameters:
• Locations of adjacent well and septic systems,
• Likely locations of future driveway and house,
• Potential impacts on surrounding properties.
The soils found were consistent with those exhibited in test holes on the surrounding properties and there was no
indication that there would be any variation across the subject lot. The groundwater was monitored on March 18, 2005
and no evidence of any water was apparent It is unlikely that any groundwater would be discovered in this monitoring
tube at any time during the year, based on the soil conditions and test holes performed over the years, at various
times, on the surrounding properties.
Septic System Design
Percolation tests provided a percolation rate of 2.42 minutes per inch. We are proposing a conventional, deep -trench
system. MOA requires 125 SF per bedroom based on the percolation rate. Assuming a 4 -bedroom home this will
require a 1250 gal. septic tank and 500 SF of drainfield area.
Assume 10' deep trench, 7 feet effective septic rock.
500 SF / (7' depth X 2 sides) = 35.71 LF, say 40 LF.
This design is adequate for the reserve drainfield as well. These wastewater components are shown on the
conceptual design sketch attached.
Water Supply
The properties directly to the north of the subject property are currently served by private wells. MOA has records on
two of the five properties to the north and the well serving the remainder parcel of this subdivision. These three wells
have consistent depths, from 268 to 278 feet, with yields varying from 5 to 40 gallons per minute.
Additionally, AW WU has a well and water storage tank on the north side of Kincaid road, just east of the intersection of
Jodphur and Kincaid roads. The majority of the properties northeast, east and southeast of the subject lot are all
served by city water and on-site wastewater disposal systems.
This indicates an adequate water supply available to serve the subject property without any impact to adjacent
properties.
Surface Waters
No surface waters exist within 100 feet of the subject property.
Topography
Attached please find the MOA topographical mapping for the subject property. The lot is slightly sloping from north to
south and from west to east. There are no slopes greater than 10% over the entire subject property.
Groundwater and Bedrock
No groundwater or bedrock was encountered during the test hole excavation and testing.
Closing
The site conditions are adequate to support future on-site water and wastewater systems. 1 am unaware of any
adverse impacts this development would have on any existing adjacent wells or septic systems. If you have any
questions or comments regarding this submittal, please feel free to contact me at 230-3992.
Regards,
Brian Harten
BTH Construction, LLC
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Municipality of Anchorage
Development Services Department
Bu9dkq Safely Ohelm
OnSae Water and Wastawater Pmpam
4700 Swh &pew St.
P.O. Bw IMM Andnram AK M19 WW
www.dArodwsp.ak.w
(907) 7.17901
Soils Log - Percolation Test
P,r,., Fe,. GLENN SCHULTES, 7951 JODPHUR Dra
L"WDaar+wee. LOT 2C-2, HANKS SUBDIVISION TOMONP Ran9a
Depth
(Feet)
0-
2-
3-
4-
12-
13-
14—
is—
ML
-
2-7—
'-12—U14-1e—
VEGETATION AND PEAT
ML — SILTY FINE SAND, LOAMY
SM — SILTY SAND
r\
r ,��• OF•.q�
*C3.. • • 9* ,
04.1
BRIAN T. HARTEN
tiEO ��0e
ss"`
S8e Plan
WAS GROUND WATERENCOUNMNO
.
'.
6 YES. AT WHAT DEPTH? N/A 3=5%
......:..............:.......:.................................
DEPTH TO WATER N
AFTER MONITORING? N/A ..............i.......i.......i.......i.......i.....
DATE; 3-18-05
SW — FINE, CLEAN SAND
SM — SILTY SAND
u—
BOTTOM OF HOLE
Is-
e-
19—
19—
F,7=
F,7=
DATE
STMT DEPTH
GROSS TIME
NET TME
FINISH DEPTH
NET DROP
3-11-05
12"
10 MIN
10 MIN
7 1/4"
4 3/4-
13 1/4"
20 MIN
10 MIN
8 3/4"
4 1/2"
13"
30 MIN
10 MIN
8 3/4"
4 1/4"
13 1/4"
40 MIN
10 MIN
9"
4 1/4"
13"
50 MIN
10 MIN
8 7/8"
4 1/8"
13"
60 MIN
10 MIN
8 7/8"
4 1/8"
PERCOLATION RATE 2.42 MINANCH TEST HOLE DUl 6 (INCHES)
TEST RUN BETWEEN 6.0 FT AND 7.0 FT
A FOUR HOUR PRESOAK WAS PERFORMED: M YES ❑ NO
COMMENTS:. THIS DATA IS FOR EXCLUSIVE USE BY BTH CONSTRUCTION, LLC TO DEMONSTRATE THE
VIABILITY OF THE SUBJECT _ PROPERTY TO SUPPORT AN ON—SITE SEPTIC SYSTEM.
PERFORMED BY: DTH CONSTRUCTION, LLC I, BRIAN T. HARTEN , CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH
ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: MARCH 18, 2005
LN.•. /%r- .—.cry'.------------
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SPAN T. HARTEN
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LOT 2C-2
BTH CONSTiPUCT/ON, LLC
HANKS SUBDIVISION
P.O. BOX 110358
WELL AND SEPTIC SITE PLAN
ANCHORAGE, ALASKA 99511
PHONE: 336-3447
"OR. 1'•200
SCALE:
DATE: 3-2-05
8 GRIDS: SW2222
SHEET 2
1
VER NIS
CUENT: GLENN SHULIES
Eml 0
u
L
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rol
12504.4. SEPTIC
TANK PROPOSED 4-13EDRbf M::
SCALE 1 5
HOME
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0 0 PROPOSED
z
7 PRIVATE
WELL
9 /nil 0 Ile
LOT 2C-2
(PR OpQ;ED s
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lq_ TH TESTR"Lt 0
20• LOBATION
57' op A
\,101 Util Esmt
Tw7cop 4 A4 Z
......
5'4'5'0"E ..... 609.52 .............. ............................ .................... ...... .
................. ............
-- — — — — — — — — — — — — — —
DESIGN CRITERIA,
HOUSE SIZE. 4 BEDROOMS
SOILS PERCOLATION RATE. 2.42 MIN/INCH
PERC RATE CATEGORY 1-5 MIN/INCH i
Lr)
W,
CONVENTIONAL DEEP TRENCH DESIGN: I
C>
10.5- DEEP. 'r OF EFFECTIVE SEPTIC ROCK
ABSORPTION AREA: 150 SF PER BEDROOM
500 SF TOTAL
TRENCH LENGTH - AREA
2 x DEPTH NOTES:
. 500 SF 1. ALL *ELL AND SEPTIC SYSTEM LOCATIONS SH
r
22 —x On
ARE APPROXIMATE AND WERE OBTAINED FROM A.
- 33.71 LF RECORDS.
SAY 40 LF
OF
AZ4,\\,
I
A, Lp
C:)
49TH
10.0 ... ........................
...... ..............
BRIAN T. HARTEN
NO 10068- F
X\o PRCFES5100`
(D
LOT 2C-2
STH CONSTRUCT/ON, LLC
HANKS SUBDIVISION
P.O. BOX 110355
CONCEPTUAL WELL AND SEPTIC PLAN
ANCHORAGE. ALASKA 99511
PHONE: 336-3447
SCALE: NOR. 0-
DA,7E- 3-28-05
"-05
FiLIENT:
2
SHEET of
Nl"7-50-
VER. 'S
L_
'T CL
GLENN SIULTES
:,000
1,500
x240.3 243.3
x
2402
TN I S PLAT i
242/
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MayorMark Begich
Municipality of Anchorage
P.O. Box 196650 • Anchorage, Alaska 99519-6650 *Telephone: (907) 343-7900
Physical Address: 4700 Bragaw Street- Anchorage, Alaska 99507 • www.muni.org/planning
March 21, 2005
Glenn J. Schultes d Michelle D. Bjerke
7950 Jodphur Street
Anchorage, AK 99502
planning Department
FILE COPY
31zt1os
Dear Applicant:
On Menday, March 14, 2005, the Platting ac! -td on your pefeJon St 1.347-1, Hanks.
The petitition was APPROVED.
Special Conditions, in addition to those of Title 21, attached by the Platting Authority are on the
enclosed Summary of action. If you have any questions on these conditions or changes, ptease call
our office at 343-4267.
PRELIMINARY APPROVAL IS VALID ONLY FOR 18 MONTHS or as otherwise staled in the Summary
of Action. Within that time, you must accomplish the following to finalize your request:
1. Negotiatea subdivision agreement with the Department of Public Works. If required.
2. Meet the conditions specified by the Placing Authority which are Included in the attached Summary
of Action in addition to those of Title 21 of the AMC.
3. Comply with all applicable provisions of the Municipal Land Subdivision Regulations.
4. In the case of subdivision, submit to the Department of Planning a property executed final plat
ready for filing.
If you wish to appeal this decision or ea mof ust ndtions, we made within fill fteen (15 days f theish copies of rappeal
Platting Boards
procedures. Please hole that alt app
action.
Sincerely,
DEPARTMENT OF PLANNING
Zoning and Platting Section
cc: Gastaldl Land Surveying
Jeff Gastaldl
4726 W. 68th AM
Anchorage,AK 99502
Td W&tl:Zt SWZ bZ 'Jew Z9£68t UO6 : 'ON 2NOI-Id 1.311HM GNHI IG-UiSH9 : WWJ
Short Plat Summary
March 14, 2003
Page 4 of 4
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.
Topographical information must be submitted.
Provide documentation for water availability to serve water wells.
Resolving with Project Management & Engineering, the need for
drainage easements and facilities, or the need for any plat notes
regarding drainage.
Jerry T. Weaver, Jr.
Platting Officer
£d Wd6h:Zt SWZ VZ 'JeW Z9£68tZ406 : 'ON 3NOHd k3lkM QNHI Ia'UISbN3 : W083
Short Plat Suminuy
Much t4.2005
Page 3 of 4
:r
Arterial landscaping meeting the requirements of AMC
21.45.125.C.4 and buffer landscaping meeting the
requirements of AMC 21.45.125.C.2 shall be installeii and
intained within the landscape easements by the property
own or his/her designee.
10. Resolving with ning Code Compliance, the need to apply for
nonconforming ri is regarding the existing structures.
11. Resolving with Project nageme & Engineering, the need for
drainage easements and fa 'lit' , or the need for any plat notes
regarding drainage.
12. Correcting the grid n cr to rea W 1358, located within NW ' •,
Section 9....
13. Correcting the treet names on the plat an vicinity map to read
Birchwood op Road.
d no e
ook and
14. nna record tiion for the 50 foot BLM Pcasements on the detail atent Reserve a tithe plan
6-11347 Hanks Subdivisiou
Approval of the plat for 18 months subject to the following conditions:
1. Resolving utility casements. .
2. Providing an as -built survey to Zoning Code Compliance, showing
all structures in regards to the new lot lines.
3. Submitting information to satisfy the requirements specified by
AMC 21.15, AMC 15.55 and AMC 15.65 to On -Site Water and
Wastewater Program for each lot within this proposed subdivision.
This information must include, but may not necessarily be limited
to:
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).
Ed Wd6t+:Zt SOOZ CZ 'JeW M68VU06 : 'ON 3dOMd .l3)HnS ONUI IGItiiStl9 : W083
Mayor Mark Begicb
March 21, 2005
Municipality of Anchorage
P.O. Box 196650 *Anchorage. Alaska 99519-6650 +Telephone: (907) 343-7900
Physical Address: 4700 Bragaw Street -Anchorage. Alaska 99507 + www.muni.org/planning
Glenn J. Schuhes 6 Michelle D. Blerke
7950 Jodphur Street
Anchorage, AK 99502
Dear Applicant:
Planning Department
FILE COPY
rA,%t le P
3lzlJOY
On Monday. March 14, 2005, the Platting P_^' c^ armed cn your petYJon 521347-2. Hanks.
The petilition was APPROVED.
Special Conditions, In addition to those of Title 21, attached by the Platting Authority are on the
enclosed Summary of action. If you have any questions on these conditions or changes, please call
our office at 3434267.
PRELIMINARY APPROVAL IS VALID ONLY FOR 18 MONTHS or as otherwise stated in the Summary
of Action. Within that lime, you must accomplish the following to finalize your request:
1. Negotiate a subdivision agreement with the Department of Public Works, if required.
2. Meet the conditions specified by the Platting Authority which are included in the attached Summary
of Action in addition to those of Title 21 of the AMC.
3. Comply with all applicable provisions of the Municipal Land Subdivision Regulations.
4. In the case of subdivision, submit to the Department of Planning a property executed final plat
ready for filing.
If you wish to appeal this decision or any of the condbons, we will furnish copies of our appeal
procedures. Please note that all appeals must be made within fifteen (15) days of the Platting Board's
action.
sincerely,
DEPARTMENT OF PLANNING
Zoning and Platting Section
cc: Gastaldi Land Surveying
Jeff Gastaldl
4726 W. 68th Ave.
Anchorage, AK 99502
Id Wd6b:21 5002 PZ *JeW Z%68hZL06 : 'ON 31JO1-1d A318rS QNtf1 lO'UIStl7 : W083
Short Plat Summary
March 14, 2005
Page 4 of 4
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.
Topographical information must be submitted.
Provide documentation for water availability to serve water wells.
Resolving with Project Management & Engineering, the need for
drainage easements and facilities, or the need for any plat notes
regarding drainage.
Jerry T. Weaver, Jr.
Platting Officer
£d Wd61721 SOOZ CZ '-AeW 29£68tZ&06 : 'ON 3401 -Id kwi2 15 QNHI is-uisbn : wodi
Short Plat Summary
Much 14, 2005
Page 3 of 4
• Arterial landscaping meeting the requirements of AMC
21.45.125.C.4 and buffer landscaping meeting the
requirements of AMC 21.45.125.0.2 shall be installed and
intained within the landscape easements by tlie property
own or his/her designee.
10. Resolving with ning Code Compliance, the need to apply for
nonconforming ri is regarding the existing structures.
11. Resolving with Project nageme & Engineering, the need for
drainage easements and fa 'lit' , or the need for any plat notes
regarding drainage.
12. Correcting the grid nu er to rea W 1358, located within NW '/o,
Section 9....
13. Correcting the treet names on the plat an vicinity map to read
Birchwood op Road.
14. Showi all easements on the detail plan and note a book and
nae, rrcnrdation for the 50 -foot BLM Patent Reserve the plan
S-11347 Hanks Subdivision
Approval of the plat for 18 months subject to the following conditions:
1. Resolving utility easements.
2. Providing an as -built survey to Zoning Code Compliance, showing
all structures in regards to the new lot lines.
3. Submitting information to satisfy the requirements specified by
AMC 21.15, AMC 15.55 and AMC 15.65 to On -Site Water and
Wastewater Program for each lot within this proposed subdivision.
This information must include, but may not necessarily be limited
to:
• 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).
Ed W&V:Zt SOOZ PZ '-JN Z9£68tZ406 : 'ON 3NONd A3(d-S ONHI ITHISH9 : WONJ
Comments on Cases due 3/11/2005
Page 2
system. 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.
4. Provide documentation for water availability to serve the existing water
well.
For proposed lot 97B no objections provided the State of Alaska DEC has
issued an operating permit for the on-site water and wastewater disposal
systems that serves this property.
1 S11347-1 Hanks 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 (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.
4. Provide documentation for water availability to serve water wells.
Wit3l.l cipality ofAnchorage
P.O. a=-IgM0..Aneh=96, AMM 995IMSO •Telephone: On 343-7900
PhysfCWAditU:4700SraWMSpeet•Anahur2pe.A=Im99507•www.a N=W0wWn0
UayorUx*Af0Ch PIUMiagDep==Wt
February 13, 2005
The Murtidpality otAnchomge bas nmlved application relating to the fo0oyy(ng shortplat
acdit. Th a g -date is Monday, March 14, 2005 and comments must.reach ouE office by
Thin t o&inorder to be included in the staff conditions of approval.
shortPlats to -be heard:
SPIZ(JAL ROT M1 G -
511347- T
Nwv 3WWNblon.Hanks
O[Ip. Snb&L*W#Hanks (RWSED-TOCHANGE -FLAGPOLE LENGTH)
pA;m fio subdivide one iot.into W0,10ts
Attached. mcopies of the Proposed Plats. Please submityour comments in writing,
speciNing arty easementsor other requirements thatycadepartment or agency nay
need
if: na$ssements-Bre required atthis time. Please provide n listof those plats to which
there.is-4haxornmenIr-or noobjectl0e.
sincerely.
Jerry T. Weaver, Jr
Plat$ng 00der .
Enclosures
Please rill in the information asked for below.
I hereby certify Mao am)(I have been authorized to as for) owner of the property dem-bed above and that I petition to RMWe tin
conformance with Tile 21 of the Anchorage Municipal, Code of Orchnances. I understand that paymem of the application fee Is nonrehandable
and is to cover the costs associated with processing this appkadon, and that It does not assure approval of the subdivision. ) also understand
that asskgned heahg dates are tentative and may have to be postponed by Planning Departnent staff Of the Plating hoard, Planning and
Zoning Commission, or the Assembly for administrative reasons.
Z(81z o5 -
must provide vaiaen pool of suanrtzaoon)
:)posed legal description: (tee addaioner sheet in necessary)
4A14Y-S SvbD 1VIS to --J r LvrS 2c -I
# Lots: 2 # Tracts: -" Total # parcels: Z -
Accepted by Ponta 6 Alrdavic Fee I Case Number
PROPERTY INFORMATION
PETITIONER REPRESENTATIVE OF A"
PETITIONER'
ane Wsu name
C C—
me Jim reme
&4 1)'i -+-p ) Jit f E
ihny Adclrew
79971 I-Ovlaf�� sr
W,IuV AmBSS
q --1z16 W. cO`TNA AvE-
AMc>av9*tfi , &4LA-1-K-A 7h5 -1,Z-
An!cFf-o l AL^LA R �-
Contact Phone: Day. f G 1-1-2 J;- Nigx ¢,b -q z4rc
Contact Phone: Day. y �} tj� S q, gNight o ^ -75^1`'
FAX:
FAX: ^L aN,._sj j Z�
E -mat rh l7 1 t v, N c i n e Ir
E -mat S1,75 A', e
I hereby certify Mao am)(I have been authorized to as for) owner of the property dem-bed above and that I petition to RMWe tin
conformance with Tile 21 of the Anchorage Municipal, Code of Orchnances. I understand that paymem of the application fee Is nonrehandable
and is to cover the costs associated with processing this appkadon, and that It does not assure approval of the subdivision. ) also understand
that asskgned heahg dates are tentative and may have to be postponed by Planning Departnent staff Of the Plating hoard, Planning and
Zoning Commission, or the Assembly for administrative reasons.
Z(81z o5 -
must provide vaiaen pool of suanrtzaoon)
:)posed legal description: (tee addaioner sheet in necessary)
4A14Y-S SvbD 1VIS to --J r LvrS 2c -I
# Lots: 2 # Tracts: -" Total # parcels: Z -
Accepted by Ponta 6 Alrdavic Fee I Case Number
PROPERTY INFORMATION
Property Tax #Noamaoaoomr a I
1 L 0 0100
Site Street Address: 7115
,T' cl Lj V 1 r
Current legal description: (use aedeanal meet t necessary)
LaT C r A-ANKS Sv4ptJ1)tarJ f ?u.+ r- rJC - i 7 - -4 -L 1� i ,14r-Hw ft'4 t'E
�Gcw:Ot� it Dt) tcr, RLHSkA
Zoning: AAcrea
e: 2 . 51
Grid # Z Z L -L-
# Lots:
# Tracts:
Total #parcels:
I hereby certify Mao am)(I have been authorized to as for) owner of the property dem-bed above and that I petition to RMWe tin
conformance with Tile 21 of the Anchorage Municipal, Code of Orchnances. I understand that paymem of the application fee Is nonrehandable
and is to cover the costs associated with processing this appkadon, and that It does not assure approval of the subdivision. ) also understand
that asskgned heahg dates are tentative and may have to be postponed by Planning Departnent staff Of the Plating hoard, Planning and
Zoning Commission, or the Assembly for administrative reasons.
Z(81z o5 -
must provide vaiaen pool of suanrtzaoon)
:)posed legal description: (tee addaioner sheet in necessary)
4A14Y-S SvbD 1VIS to --J r LvrS 2c -I
# Lots: 2 # Tracts: -" Total # parcels: Z -
Accepted by Ponta 6 Alrdavic Fee I Case Number
Paoe 2
APW:adon kc Flelouru" Flat =nin�ed
Avalanche Zone:
Floodplain:
Seismic Zone (H,
Of sae
%None ❑ Blue Zone ❑ Red Zone
0 None ❑ 100 year ❑ 500 year
13 01" 13 0'3"
RECENT REGULATORY INFORMATION (Events mat nave =wed in test s yeah tr at a pww a Ste)
❑ 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
❑ Wetland it: ❑ Army Corpof Engineers ❑ Municipality of Anchorage
❑'4' ❑'S"
COMPREHENSIVE PLAN INFORMATION
Anchorage 2020 Urban/Rural Services: ❑ Urban
MRural
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 Cerner
❑ Transit - Supportive Development Corridor
Additional required documents unless specifically waived by Platting Officer:
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
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:
Floodplain:
Seismic Zone (H,
Of sae
%None ❑ Blue Zone ❑ Red Zone
0 None ❑ 100 year ❑ 500 year
13 01" 13 0'3"
RECENT REGULATORY INFORMATION (Events mat nave =wed in test s yeah tr at a pww a Ste)
❑ 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
❑ Wetland it: ❑ Army Corpof Engineers ❑ Municipality of Anchorage
❑'4' ❑'S"
20.003 (Rev. nAA-Back
APPLICATION CHECKLIST
Fee:
Plat: Copies ❑ 42 (long plats) 0 32 (short plats only)
JE2 8Yzxl1 reduced copy
Other maps PfAerial photo ,'-Housing stock
Waning
Mandatory on plat depictions: ❑ Pedestrian walkway
❑ Landscaping required by zoning
Property Title:'19Cerblicate to Plat
Additional required documents unless specifically waived by Platting Officer:
K�Slte topography (4 copies minimum)
Waived by
❑ Soils investigation and analysis reports (4 copies minimum)
Waived by
PISubdivision drainage plan
Waived b
20.003 (Rev. nAA-Back
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203 WEST 15TH. AVENUE SUITE 203
ANCHORAGE, ALASKA 99302-3904
(907)279-3916
Fax po)-2764013
SEPTIC SYSTEM ADEQUACY TEST
LEGAL: Lot 2C Hank S/D
LOCATION: 7951 Jodphur MAR 1 4 2005
OWNER: Gregg and Marta Cress S 1 13 ?
RESIDENCE: Single Family, Four Bedrooms
WELL: On Site Single Family
SEPTIC SYSTEM: FROM MUMCIPAL RECORDS: 5 Bedroom System
TANK: 1250 Gal Steel and 500 Gal Steel
ABSORPTION SYSTEM: Standard Trench
ABSORPTION AREA: 600 Sq. FL
SOIL RATING: 100
INSTALLATION DATE: Nov. 1979
WAIVERS GRANTED: None Required
DATE OF LAST PUMPING:
DATE OF TEST: July 16, 2002
TEST PROCEDURE: System was inspected and measured. 500 gal. tank was found with 4
feet of cover and with a liquid level of 34 inches. 1250 gal. tank was found with 3 feet of cover and
45.5 inches of water. Trench clean out was not located. Trench monitor was 12 feet deep and
contained 56 inches of liquid.
750 gallons of clean water were added to the system while the liquid levels in the tanks and the
trench were monitored The water level in the tanks did not change and while the water level rose
10 inches in the trench monitor. Four hours later the water level had dropped 7 inches, indicating
that most of the water had been absorbed
TEST RESULT: This system meets the code requirements of the Health and Social Services
Department of the Municipality of Anchorage.
NOTE The operational life of all septic systems depends on the local soil conditions, groundwater
levels that may fluctuate during the year, and the water usage of the family being served by the
system. These conditions are outside the control of the evaluator of this septic system. We can
therefore not give any estimate of how long this system will function satisfactorily for current or
future occupants. All septic systems ultimately fail. Some systems last 15-20 years, others fail after
less than five years.
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