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Please fill in the information asked for below.
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PROPERTY INFORMATION
Property Tax #(000amo-000): -
PETITIONER*
PETITIONER REPRESENTATIVE (IF ANY)
Name (last newfirst)
Name (last namefirst)
Johns Vert
Mailing Address
ilmg Address
1700 Ftrink Dr.
Anchorage, AK 99503
Anchorage, AK 99504
Contact Phone: Day: 727-6989 Night
contact Phone: Day: ,,,-632 NO' 230-5334
FAX: _
FAX: 276 -7804
E -mail:
rtepurr euut"Wi peu"Im ur uocwae Outer wvwrtera vn suppiememar roan. ranure w unruige vvrer venencrar merest oWrrers may aeoy processing or mis eppucaaon.
hereby certify, that (I am)(I 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 administrative reasons. ;
"�� ,v
A
(Agents
INFORMATION
(use addiWnal sheet In necessary)
LCT 1,2, AMID 3
JB CRUZ SUBDIV
E.
of auNonzation)
lccepted'by: "i ViifeTB t:..—.-.--�.,_ 7-1 ..T�- .,x.7 �.
# oarcels: —
S 115 21 AUG 1 4 2006
PROPERTY INFORMATION
Property Tax #(000amo-000): -
Site Street Address: 1412; Buffalo St.
Current legal description: (use additional sheet n necessary)
2R 9
ILIAMMA ACI2F5
Zoning: R6
Acreage: 2.00
Grid# SI 3037
# Lots: 1
# Tracts: —
Total #parcels: —
hereby certify, that (I am)(I 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 administrative reasons. ;
"�� ,v
A
(Agents
INFORMATION
(use addiWnal sheet In necessary)
LCT 1,2, AMID 3
JB CRUZ SUBDIV
E.
of auNonzation)
lccepted'by: "i ViifeTB t:..—.-.--�.,_ 7-1 ..T�- .,x.7 �.
# oarcels: —
S 115 21 AUG 1 4 2006
Page 2
Application for Preliminary Plat continued
or portion of she affected)
Welland Classification:
❑ None
COMPREHENSIVE PLAN INFORMATION
❑ "B" ❑ "A"
Anchorage 2020 Urban/Rural Services: ❑ Urban
❑ Rural
Anchorage 2020 West Anchorage Planning Area: O 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
❑ "1"
Eagle River-Chugiak-Peters Creek Land Use Classification:
❑ Commercial ❑ Industrial
❑ Parks/opens space ❑ Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
O Special Study
❑ Residential at dwelling units per acre
® Subdivision drainage plan
Girdwood- Tumagain Ann
❑ Commercial ❑ Industrial
❑ Parks/opens space O Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
❑ Special Study
❑ Residential at dwelling units per acre
or portion of she affected)
Welland Classification:
❑ None
❑ "C"
❑ "B" ❑ "A"
Avalanche Zone:
❑ None
❑ Blue Zone
❑ Red Zone
Floodplain:
❑ None
❑ 100 year
❑ 500 year
Seismic Zone (Hardina/Lawson):
❑ "1"
❑ "2"
❑ "3" ❑ "4" O "5"
RECENT REGULATORY INFORMATION (Events that have occurred In last 5 years for all or portion of site)
❑ Rezoning - Case Number:
❑ Preliminary Plat O Final Plat - Case Number(s):
❑ Conditional Use - Case Number(s):
❑ Zoning variance - Case Number(s):
O Land Use Enforcement Action for
❑ Building or Land Use Permit for
❑ Wetlandpermit: O Army Corp of Engineers ❑ Municipality of Anchorage
20-003 (Rev. 01102)'Back
APPLICATION CHECKLIST
Fee:
Plat: Copies ❑ 42 (long plats) ❑ 32 (short plats only)
❑ S'/2xl1 reduced copy
Other maps ❑ Aerial photo ❑ Housing stock
O Zoning
Mandatory on plat depictions: ❑ Pedestrian walkway
O 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
6. 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:
K a. Topographical information.
I I0 b. Documentation for water availability to serve water wells.
/tt/ c. Documentation identifying areas designated for the original and replacement
iii wastewater disposal system sites which meet all criteria specified in AMC
15.65 including slope and slope setback requirements.
d. New soils testing, percolation testing, ground water monitoring to be conducted
during high ground water season in either the fall (October) or Spring (May).
Existing soils tests are not acceptable
7. Placing the following note on the plat:
a. Portions of this subdivision are situated within the flood hazard
district as it exists on the date hereof. The boundaries of the
flood hazard district may be altered from time to time in
accordance with the provisions of Section 21.60.020
(Anchorage Municipal Code). All construction activities and any
land use within the flood hazard district shall conform to the
requirements of Chapter 21.60 (Anchorage Municipal Code). A
Flood I Lazard permit is required for any construction in the
floodplain.
8. Making the following drafting changes:
b. Street names: It is Huffman Road, not Upper Huffman Road.
C. Street names, Vicinity map: It is I luffman Road -Not Upper Huffman Road.
Short Plat Summary of Action
August 14, 2006
Page 4 of
d. Map information: Block info missing in Elmore Subdivision.
e. Removing reference on the plat to "gross" and `tet" lot areas, and showing
only the area within the property boundaries.
Jerry T. Weaver, Jr.
Platting Officer
Municipality of Anchorage
• Development Services Department
Building Safety Division r
MEMORANDUM
DATE: July 25, 2006
TO: Jerry Weaver, Jr., Platting Officer, CPD
FROM: 9% Daniel Roth, Program Manager, On -Site Water and Wastewater Program
SUBJECT: Comments on Cases due August 10, 2006
The On -Site Water & Wastewater Program has reviewed the following cases and has
these comments:
S11518-1 Team CC Subdivision
No objection.
rs 11521,=1=J B Cruz 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. Existing soils tests are not acceptable. New 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.
GARNESS ENGINEERING GROUP, Ltd.
r...�.�...+w•�� CONSULTANTS & GENERAL CONTRACTORS �••�•�+•�•�
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SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION:
PERFORMED FOR:
DEPTH
ILIAMNA ACRES; TRACT 9, N2. S2
ADRIAN JAIME DATI
10'
(feet)
=___
ORGANICS
TEST HOLE 1
w/COBBLES d(
(-I +
o I
SOIL CLASSIFICATIONS
BOULDERS
mow:
r
.ti
6'
(MORE SILT AND
4:00
—
GW
SAND w/DEPTH)
9
4:30
30
3
6'
5
r+ > GP ML
—
y;
—
GM CL
4
30
0'
GC OL
°. •°• a SW MH
g
`,
'• •'• SP CH
SM OH
6
SC
10
11
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
+0
10'
GP TO GM
7
8/29/2006
13'
w/COBBLES d(
(-I +
o I
2
BOULDERS
8
r
.ti
6'
(MORE SILT AND
4:00
—
6-
SAND w/DEPTH)
9
4:30
30
0'
10
11
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
DATE
10'
8/28/2006
11'-2'
8/29/2006
13'
9/8/2006
(-I +
o I
SEE ATTACHED
SITE PLAN
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHEF)
8/29/2006 1
3:30
—
6'
—
2
4:00
30
0'
6'
3
4:00
—
6-
_
—
4
4:30
30
0'
6'
5
4:30
—
6'
—
6
5:00
30
0'
6'
19� PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCdES)
TEST RUN BETWEEN 3.0 FT. AND 4.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ■ YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS
COMMENTS: _
PERFORMED BY GEC, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: iL IOG
GARNESS ENGINEERING GROUP, Ltd. 49�
CONSULTANTS 3 GENERAL CONTRACTORS -= ----- -- --- - 4 ; 3
. ..... ..........
mi c nRwR Rao. SM 101 • •RnaRicc. rvc. nwr • rNo�a: (w�-em • roc(W7)=-320 • rrmsrtc: 9. .0 � p Q
SOIL LOG — PERCOLATION TEST I !
LEGAL DESCRIPTION: ILIAMNA ACRES: TRACT 9. N2. S2 •.Je fey A. 5ness;
PERFORMED FOR: ADRIAN JAIME DATE: 8 26 2006 (Jars E I7
91 y•.'
DEPTH _ °° '7I... ••°A�'
(feet) —=Z=l ORGANICSTEST HOLE #3 *ssl0
1
LOAM (SM) SOIL CLASSIFICATIONS
2
GW ---- ORG
3 r W,4!it GP ____ ML
Mllwl GM CL
q GC OL
°R >°R a SW MH
5 SIM . ; off SEE ATTACHED
6 SC SITE PLAN
7 SM
DEPTH TO DATE
8
9
10
11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP
12—M
6.0.11.
13
14
15
16
17
18
19 PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.5 FT. AND 5.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS IPE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 9/'LIeC
GROUNDWATER
10.5'
6/31/2006
10.5'
9/5/2006
10.5•
9/6/2006
�O�
to C d
TIME
(MINUTES)
READING
(INCHES)
9/5/2006
1
3:00
-
6"
-
2
3:30
30
0"
6"
3
3:30
-
6"
-
4
4:00
30
0"
6"
5
4:00
-
6"
-
6
4:30
30
0"
6"
GARNESS ENGINEERING GROUP, Ltd.
_� CONSULTANTS & GENERAL CONTRACTORS+
September 11, 2006
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
Attention: Dan Roth
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed JB Cruz Subdivision, a subdivision of Tract 9, Iliamna Acres S/D
Mr. Roth:
It is our understanding that the referenced property is being subdivided into three separate lots.
Attached is the list of requirements from the Short Plat Summary of Action and how we have
addressed those items:
A. Topographical information: Attached is a topographical site plan which shows the
existing slope conditions. It should be noted that the steep slopes shown on the site plan
above Test Hole #3 were artificially created by placing fill in this area. The average
slope for this property was approximately 15 percent running from east to west prior to
the placement of the fill. In short, it is our opinion that there are no slope concerns
regarding the entire tract, and that south half of the tract could remove the fill in the
addressed area so no slope exist in the septic reserve area.
B. Documentation for water availability to serve water wells: As can be seen on the
attached site plan, there are two wells that exist on this tract of land. The well on the
north half is 96 foot deep well with a well production of 10 gallons per minute. The well
on the south half is a 144 feet deep well with a well production of 4.79 gallon per
minute. Attached is a well log and supporting documentation for these two wells. It is
our opinion that there is little to no concern regarding water availability for the proposed
subdivision.
C. Documentation Identifying areas designated for the original and replacement
wastewater disposal sites which meets all criteria specified in ANIC 15.65 including
slope and slope setback requirements: Attached is a site plan which shows the septic
reserve areas. The slope requirements have been addressed in the Topographical
information section.
D. New soils testing, percolation testing, groundwater monitoring to be conducted
3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246' Websitc: www.gamessengincering.com
during high ground water season in either the fall (October) or spring (11fay): We
performed three test holes on the referenced property. Attached are the soils logs which
shows the soils classification, percolation test and groundwater monitoring. It should be
noted that the test holes were excavated just after a heavy rainfall period. As can be seen
on the logs, there is more than 9 feet of receiving soils for TH#1 and TH#3. Based upon
this information, it is our opinion that fall groundwater monitoring is not required and
that the soils will support on-site wastewater disposal systems.
If you have any questions, please contact us at 337-6179. Thank you for your assistance.
E., M.S.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessenginecring.com
E. 140th AVENUE
ELMORE S/D;
BLOCK 2. LOT B
I
IONE TESTHOLE ��
1
VATED BY CEG LIE.)
1
cl
\I
WELL
l
�PRWELL
0
I
IAO
I.
[SEPTIC
ARaD
ELMORE S/D;
BLOCK 2. LOT 9
0
J
LL.
m
Ic,,•SEPTIC .;
%%,RESERVE;
AREA
I 6%'; 10.000 ;
SO.F.T.:,
SHOSHONI
1
1
100' WELL RADIUS 1
)
/
/
� EXISTING 3
BEDROOM HOUSE
EXISTING SEPTI:
SYSTEM
311 *TM/2 I I
104 ,,SEPTIC I'll °d 100
VS
.
4"'vIf
ELMORE S/0 #1;
I
IONE TESTHOLE ��
1
VATED BY CEG LIE.)
1
\I
WELL
l
�PRWELL
1
I
IAO
I.
311 *TM/2 I I
104 ,,SEPTIC I'll °d 100
VS
.
4"'vIf
ELMORE S/0 #1;
I
RESERI
. AREA
BLOCK 4. LOT 4
10.001
SO.F.I
PROPOSED LOT UNEP
311 *TM/2 I I
104 ,,SEPTIC I'll °d 100
VS
.
4"'vIf
ELMORE S/0 #1;
I
RESERI
. AREA
BLOCK 4. LOT 4
10.001
SO.F.I
a-------
E. 140th AVENUE
I
N
E:
OujB
I' - 100'
XIAMNA ACRES;
TRACT 10A
I T. Oo• ��ATi i;
ILMMNA ACRES;
TRACT `OB — —
ARPEniIC / >
00• L RADIUS:,
EXISTING
\ WELL
1 L"NA ACRES;
TRACT IOC
/ CSEAR D
--------------—
_
E. 142nd AVENI:
_ — PROXIMATE LOCATION OF OLD _ —.
SEPTIC SYSTEM (NOT IN USE)
MP
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS i GENERAL CONTRACTORS
PREPARED FOR:
ADRIAN JAIME
LEGAL DESCRIPTION:
ILIAMNA ACRES: TRACT 9.
OF WORK:
SITE PLAN FOR WELLL AND
(Rw. UIM5)
PHONE NUMBER: PAGE NUMBER:
727-6989 1 1 OF 1
POSED JS CRUZ
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- ' RECEIVED
Well
M -ice DRIWNG Inc.
P.O. Box 4.1224 • 1310C International Airport Road
(907) 274-4611
ANCHORAGE, ALASKA 99509
.
DRILLING •100
%LxCCativc Bul
Location (address of: 'Township. Range, Section, if known; or distance main road
of well Don
Size of easing v ` Depth of Hole a feet Cased to "e feet
Static water Level 74 ft:" jabovo) . (below) land surface. Finish of well (check one) open end
Screen ( ); Perforated'•(
Describe screen -or perfor:itlol. � Nono
Well pumping test at 10 gallons per (IWCH) (minute) for 1 ~ours with ] O7 ft
of drawdown from static level.
Date of completion ";) lkst 197E
WELL LOG
Depth in feet from 1 ',
ground surface Give details of formations penetrated, size of material, color and hardness
O TO 1S Cnhble Orrvr•lt' lArn^
1S Tp FO �C11ty Grtv^tf -n2.71
`•� TO to
Se TO 7n
ATO f1n
-net TO 91
02 TO 06
TO
TO •
TO
TO
TO
TO
TO
t•f�t^r rrty^] r �"^fi�tl9, epTA„r ] f':M1
Snnrty C,rAye',I Fe•rl).
t•1:,tor [:rnvr•lr n��n,! Sn2ttT.Tt{r,n
l+VAVA Crrt:find Coatraetor
e"14 e lit Naa go 8 '--I
2 —STATE
• r
694VJILL ,q
�pDRILLING Co.
P.O. Box 42
CHUGIAK. ALASKA 99557
PHONE 58"199
DATE l ! 16' C
AooREsa
urY
LEGAL DESCRIPTION Ab O<
..u.o
OALOYMERS ..
cRm 3sa7 ,AHoiio.ES
BAMR OWNDRMO MS1rfVnO" CVRAVMY NDRDIIO OEEoI/OF TRUST
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5ETTINI\,mac+�ER
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&ERNE RMIDEl1
WTERLLLi .. INR
\ PRICE
All charges shelf be paid In full within
fen days unless other arrangements
am made prior to root The customer
shag pay InNrasf of the rata of two (2)
percent per month on any amount not
paid within fan days. Failure to pay
may result In a lien &gains. Na
property.
THIS S A RIGHT To LAM UM
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GMUNICIPALITY OF ANOjORAGE .
MUNICIPALITY OF ANCHORAGE (MOA)EWI OPN NTALPROTEMON
HEALTH A[TIHORITY APPROVAL .(HAA) OCT 1 pit
- FEBRUARY 1984
A. FEIL DATA Legal Description:l�j/j,�,j,y1014,.,,�, A.�e,
7Ai�C7 4 4LL4 .
Well Classification 1u::> If A, B, c^ C, D.E.C. Approved(Y/N) N
Well Log Present (Y&P nIa DatetBIT"100.1 Yie Y
Ktal i u.u-� /"T Cased o Depth of Grcuti (4N
rwS is Water Level ..Ll L1 /G�J Pump Set At -"�
/ 3
rCasing Height Above Ground' 1 -`It Sanitary Seal on Casing Y ) O3
Electrical Wiring in Conduit ON)* !j P5 Depron Around Wallhead (YIZ
Separation Distances from Wall:
�
To SeptiGA# -on Lot '-�f�}-L &6,1-1 'On Adjoining Lots 0- &T ioo
To Nearest Edge of Absorption Field on Lot A`- t/OU T On Adjoining Lots%t /oo'
To Nearest Public Sever Line A/4 To Nearest Public Sewer
Cleancut/Manhole_To Nearest Seuer Service Line on Lot .4 T'
Water Sanple Collected By iL 6aetlF" T Date ,2 ('x-rn a
Water Sample Test Results
-i
B. SEPTIC/HOLDING TANK DATA Qy.% L n1 0.
`�`'v `i'
Date Installed /O-2r-$LLsiae� fnnh 7:ei No. of Cacpartments Z w
.Standpipes 0IN) Yp5 Air -tight Caps ) r Foundation Cleancut (G)N)�c,}�r
Depression over Tank (Y Nl&
U Date Last Purtped � ZJIM '� t
Pumping/4ainterance*Contract on File (Y/N) AIA- i for ,va W
Holding Tank High -Water Alarm (XM) „y Ttnporary Holding Tank Permit (YIN)
Separation Distances from Septic/Holding Tar : >
To Water -Supply Voll-1`-9�- oaf Building Foundation
To Property Line Y- Ffs ` To Disposal Field lb
To Fater Main/Service Line A14- To Stream, Pond, Lake, or Major Drainage
Course
Cam nts ;.v` --A 4z
r '
` Receipt t
Date Paid:
Amount:
(Page 1 of 21
a
pp
F, QF...
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS i GENERAL CONTRACTORS
1ftl L VO Now, VjM 101 • AMCHORIM M. e0101 • wcl[: (0 n"? -elft • IML (9onM-3244 • em41L pwrgYwY, . • • • • • • • • • • • • • • • • • • •'D
SOIL LOG — PERCOLATION TEST •
LEGAL DESCRIPTION: ILIAMNA ACRES; TRACT 9, N2, S2 9 rey G ness:
PERFORMED FOR: ADRIAN JAIME DATE: 6 26 2006 a C —7953 ; .$4,'
DEPTH_ e'edP>oleeelo^O\��
(feet) 7�n ORGANICS TEST HOLE 1 4000000
SOIL CLASSIFICATIONS
2
ZA'.
`d o GW ORG
�w
3-- r ;; GP ML
tom, GM CL
GC OL
M1 . •°• : SW MH
5 '• •'• : SP CH
SM • ; off SEE ATTACHED
6 sc SITE PLAN
X11
« GP TO GM
w/COBBLES k GROUNDWATER DATE
' BOULDERS
mow•'.
8 •Lti' (MORE SILT AND
SAND w/DEPTH)
9
t�
10
mow,
Yw
tt
:.:
�w
a
12 P.
.:
tw•t
13
�A•:
14 �~
s.o.11.
15
16
17
18
19 PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.0 FT. AND 4.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS
COMMENTS:
PERFORMED BY CEG. Ltd. I. JEFFREY A. GARNESS• CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /L C(1
DEPTH TO
7
DATE
READING
10'
8/28/2006
11'-2"
8/29/2006
13'
9/8/2006
3:30
—
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DCI?
(INCH.-:)
8/29 2006
1
3:30
—
6"
2
4:00
30
0"
6"
3
4:00
—
6"
—
4
4:30
30
0"
6"
5
4:30
—
6"
—
6
5:00
30
0"
6"
GARNESS ENGINEERING GROUP, Ltd. y�OQ
CONSULTANTS d, GENERALCONTRACTORS .:4 -
SI°1 Lnoon 11ao. V= 101 • ANCMPAM M. "W7 M' (wl)33ff- " • WErM . ..... • .......
SOIL LOG — PERCOLATION TEST 0
LEGAL DESCRIPTION: IUAMNA ACRES; TRACT 9, N2, S2 9 .J f e A. ess;' �O
PERFORMED FOR: ADRIAN JAIME DATE: 8 26 2006 QE-79 AIL �•Aop�
DEPTH 4 °4e''' 1/1.�°o
(feet) o�
a�a� TEST HOLE 2 4 dP�of°as,00c
�D�D000��
1 =__= ORGANICS/FILL
»> SOIL CLASSIFICATIONS
2 ----
, W, GWORG
3+; ! GP ML
GM CL
q GC OL
°° •°° a SW MH
5 SP sM . ; off SEE ATTACHED
6 SC SITE PLAN
SM
DEPTH TO DATE
8
9
10
11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
12 M�Q
FR
13 8.0.11. R O
14
15
16
17 NC) I^
18
19 PERCOLATION RATE N/A (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.0 FT. AND 3.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: -
COMMENTS:
PERFORMED BY GEC. Ltd. I. JEFFREY A. CARNESS, CERTIFY THAT THIS WAS E FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
GROUNDWATER
6'
8/28/2006
3'-,0'
8/29/2006
4'
9/6/2006
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS d GENERAL CONTRACTORS
ani L nma •ao, wa 101 • ANDOWL a w507 • nwc (901),l.A-4179 • M- W*MG-W" • •mvrz: p.....O..`q.
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION:
PERFORMED FOR: ADRIAN JAIME
ORGANICS
LOAM (SM)
SM
TEST HOLE #371
DEPTH TO
GROUNDWATER
DATE
10.5'
8/31/2006
10.5'
9/5/2006
10.5'
9/8/2006
6'
'
2
111111111
30
11101
6-
3
%//%
—
%/.%
—
4
HIRE
•
R.W.111111111
6'
5
4:00
—
kid
—
6
%//%
30
1111111
6 -
MAIF
•
�l
DEPTH TO
GROUNDWATER
DATE
10.5'
8/31/2006
10.5'
9/5/2006
10.5'
9/8/2006
6'
—
SEE ATTACHED
SITE PLAN
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
9/5/2006 1
3:00
—
6'
—
2
3:30
30
0'
6-
3
3:30
—
6.
—
4
4:00
30
1 0'
6'
5
4:00
—
6'
—
6
4:30
30
0.
6 -
PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.5 FT. AND 5.0 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS JP�PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ClImI06
Panl..ne Engineering Services, X
Consulting Engineers
P.O. Box 102954
March 6, 2006
Mr. Adrian Jaime
Center Point Drive
Anchorage, AK 99503
Dear Mr. Jaime:
Subject: Tract 9, South t/2 Iliamna Acres
Soils Investigation
Alaska, 99510
S 115 21 AUG 14 20r?i
You contacted me to perform soils test holes to determine the suitability to install an
on-site wastewater soils absorption system at the above referenced property. The
soils investigation was conducted on August 21, 2005. Three test holes were
excavated on the lot on that date and one additional hole was excavated on February
11, 2006. The attached soil logs shows that we encountered a variety of soils in the
test pits.
The soils we encountered in two these test pits appear to be acceptable for a soil
absorption system (the poorly graded gravel and poorly graded sand between
approximately 2 to 13 feet below ground level with a percolation rate of
approximately five to six minutes per inch.) Ground water was not encountered in
the test holes. We did not encounter bedrock in these test pits.
The upper 12 feet of soil in Test hole 2 is not suitable for an on-site soil absorption
system. I encountered organic fill to a depth of 12 feet. Below the organic fill was
sand and sandy gravel. This material appears to be the native soil and is acceptable
for an on-site soil absorption system. The organic fill would need to be removed to
install a system in this native material, but it is possible.
The Municipality of Anchorage Regulations govern for single-family homes, and
require a minimum of four (4) feet vertical separation between the bottom of a soil
absorption system and ground water for a conventional system, six feet (6) to
bedrock or other impermeable layers (tight silts and clays) and must be located
greater than 100 feet horizontally from any surface water (Creeks and ponds).
Additionally, the accepting soils must have a percolation rate of less than 120
minutes per inch. A lot must have room for a primary and reserve soil absorption
system.
Continued on Page 2
C:\Wu.k\Letters\Tr 9 S2 lliamna Acrcas.Soila.doc
Ed W-&T:ZT 9032 90 'JSW BTZB ZLZ : 'OW @140Hd DAS J43 3110t4Hd WOdd
Page 2
In conclusion, the soils investigation shows that conventional soil absorption
systems can be installed on the subject lot based on the soils discovered, the
percolation test performed, and the ground water monitoring conducted to date. The
soils encountered are good percolating soils (5-10 min/inch). I would recommend
using a deep trench system. The attached site plan shows the 12,000 sf available
area for on-site soil absorption systems as required by the MOA code.
Based on the soils encountered and the measured percolation rate, and assuming a
four-bedroom house, 1 would recommend a conventional on-site wastewater disposal
system consisting of a deep trench having an effective depth (amount of gravel below
the perforated pipc) five feet (51, with a total depth of eight feet, and a length of
approximately 100 feet long and having a 1,250 gallon septic tank. The reserve field
would be of the same size of the primary field. I highly recommend installing both
the primary and reserve fields at the same time to extend the operational life of the
soil absorption system.
The southern half of the lot would require some revisions to the lay -out of the water
and septic system. Moving the well to the west would open up the entire eastern half
of the lot to development of a new soil absorption system, or removal of the organic
fill.
The estimated engineering cost would be approximately $3,000, (including MOA
permit fees, design, inspections and record drawings) and the installation cost by a
MOA certified Septic System installer would be approximately $12,000 for the
conventional system. I would recommend using Beek Construction as the installers.
A new well would cost approximately $40/foot of depth. The wells in this area run
between 150 and 250 feet deep.
If you have any questions or concerns, please contact me at 227-3522 or 272-8218.
Sincerely,
Steven R. Pannone, P.E. gip;
Civil Engineer •:
Attachments:
Cr E14a
C.\WOR1C\LETTERS\TR 9 S2 ILIAMNA ACRE• AS.SOILS.DOC
£d 6hJt1T:ZT 9002 90 %1SW GIM ZLZ : Tal 3lONd X)s Ve atrJtUl7d : WOdd
PERMIT NO: DESIGN DRAWING P,I.D.NO: 017.101.18
' WASTEWATER DISPOSAL SYSTEM
TRACT 9 SOUTH 1/2 ILIAMNA ACRES S/D
en
I I
I
' t
I i
TRACT 9
t
I
1
/ sex I
12.000 $t AREA '
DESIGNATED FOR
SOIL ABSORPTION : 1
SYSTEM
_ I
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I _ sex I
I
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TR2 i I
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1
NOTES: 1
1) All work shall be performed in 1 tx a EwSTG
a000rdance with AMC1S.66•2000 ifA 4 PRIVATE I
• r r' ESIGNATEO RwEll I
2) Materials used shat) be inOIL AESORPTI I '
aoxrdance with those specleed in PSTEM
��F_x15 T ARER
AMC iS.6S,Wastewater DlSpO:al. OF FILL T�P FOUN ATI N i
OF FILL
I
3) Maintain 10• separation to all lot �`
fines and proposed water Encs. I — J 1 _ _ _ _ _ — —
4) Lots served by private water —M•/— '�~ - ^- —
system. No wells within 100• of i
proposed system. EAST 142nd -AVE ,
OFae♦
..........
4TM i Y
9 r -•1—
I
....... •• .•••• ••••••••••• PREPARED FOR: PANNONE ENG. SVC, LLC
♦ Steven R. Pannone ; P. 0. BOX 102954
�1 '� Mr, Adman Jaime
d- :_ qE eta3 y ANCHORAGE. ALASKA 99510
�♦ >_cie 227.3522 P. 272-8218 Fax
727 79 89 Cell
♦e 10�� 727-6989 Cell DATE: 3.6.06
SCALE: 1'•60• PLAN
Pd 1,JUPT•ET 9002 90 'SIN 8TZ8 ELE : 'ON 31tOHd SAS DN3 3NOfIl"d : 1,10dd
SL
SOILS LOG - PERCOLATION TEST
7
NETTW
WATFR
LEVEL
REAONG
NET DROP
t
8/1/OS
a:52
PANNONE ENGINEERING SERVICES
p
p
2
9.93
/
p
P.O. BOX 102954
TEST
i
ANCHORAGE, AK 99510i••
p
4
•"T
{
(907)272-8218
\
.................«.�
p
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3
Steven R Pannone If
•�j
Y:/2
PERFORMED FOR Mr. Bill WelchDATE PERFORMED• 8/1A 5
p
8149 '
11��d�.••'��
rax\ yx
LEGAL DESCRIPTION: LOT 3 R 4 BLOCK 3 Kimberly Manor SID
i23
1111K]" ���•
{•
I1
TEST HOLE 1
OR Organic root mau OPE
1
,
1
2
GM Sify GRAVEL
1
3 w/Sand
1 —
4
�z
-----------
5
8
T
3
8 EMT*
9
10
1
11
12
BOH
13
WAS GROUND WATER
SLOPE
14 ENCOUNTERED? No
15 IF YES, AT WHAT TEST HOLE
18 DEPTH? �.
x
17 DEPTH TO WATER AFTER
MONITORINGT -Drv-
18 DATE: 8-8.2005
19CLOCK
20
PEROLATION RATE 6 (minflnchl PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 3 FT AND 4 FT
COMMENTS: Test hole excavated by Buyer. Test Hole was presoaked before
perc test
PERFORMED BY: Steven R. Pannone P.E. 1 CERTIFY THAT TIIIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT
ON THE DATE
OF THIS
TEST.
U
SL
GATE
7
NETTW
WATFR
LEVEL
REAONG
NET DROP
t
8/1/OS
a:52
p
p
2
9.93
/
p
T
TEST
i
\
\
p
HOLE
{
\
10 NIN
p
T
3
Y:/2
—�
p
p
rax\ yx
i23
fO MW
{•
I1
1
,
1
1 —
READWO
GATE
7
NETTW
WATFR
LEVEL
REAONG
NET DROP
t
8/1/OS
a:52
p
p
2
9.93
fOMW
p
T
3
993
--
p
p
{
0:12
10 NIN
p
T
3
Y:/2
—�
p
p
6
i23
fO MW
{•
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lip -
SOILS LOG - PERCOLATION TEST �1� c"w� elle
(E........ ~
PANNONE ENGINEERING SERVICES ��r,P .• �i�
� 5,: 1
P.O. BOX 102954 49 TM
ANCHORAGE, AK 99510
0
(907) 272-8218 ..... .. .............."......
G�•i Sloven R. Pannone .•
PERFORMED FOR: Mr. Adrean Jaime DATE PERFORMED: 821AS
LEGAL DESCRIPTION: Tract 9 S2 Iliamna Acres SID
1
2
3
5
6
7
e
9
+o
1+
12
17
14
15
18
1T
1s
19
20
TEST HOLE 1
7GPORcrass
Oc93nlc roof css
Poorb graded
GRAVEL 8 Sand
Gm
eOH
Sfiy GRAVEL
SLOPE
TEST
HOLE
WAS GROUND WATER
ENCOUNTERED? No
IF VES, AT WHAT
DEPTH? -0.
DEPTH TO WATER AFTER
MONITORING'1 -Dry-
DATE: 8-28.2005
SLOPE
TEST HOLE
READDATE
CLOCK
TIME
NET TIME
WATER
LEVEL
PEAD"S
NET DROP
1 6/21/c5
9.52
r
a'
2
902
10 MIN
a'
r
5
9:02
a'
w
4
912
10 MIN
1.
r
5
Y.12
E
17227-1
i0low
a•
1•
PEROLATION RATE 6 (minfinch) PERC HOLE OIAMFTER 6Inches
TEST RUN BETWEEN 5 FT AND 6 FT
COMMENTS: Test hole excavated by Beek Contracting . Test Hole was presoaked before pert test.
PERFORMED BY: Steven R. Pannone, P.E. 1 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
Sd LJt1ST:2T 9002 90 'JEW 8T2Fi 212 : '04 RcHd Dft9 ONE! 3I708idd : IIOdd
SOILS LOG - PERCOLATION TEST
PANNONE ENGINEERING SERVICES
P.O. BOX 102954
ANCHORAGE, AK 99510
(907)272-8218
PERFORMED FOR: Mr. ADrsan Jaime DATE PERFCRMED: 821JOS
LEGAL DESCRIPTION: Tract 9 S2 6iamna Acres SID
TEST HOLE 2
Organto/Root SLOPE
OR Mar. ,
1
2
5
6
7
e
9
10
11
12
13
14
15
16
17
16
19
20
TEST
FILL I FILL -
SAh/stompst
Gravpt - Pead7
Graded
Organ4mtoot
Maw
is
Steven R.
WAS GROUND WATER
Foorl7 gamed ENCOUNTERED? N
SP SMItI
IF YES, AT WHAT
DEPTH?
BOH DEPTH TO WATER AFTER
MONITORING? -DRY-
DATE: 8-28.2005
TEST HOLE
PEALING
WATER
DATE TIME NETTIME LEVEL NET CROP
RElDNG
1
2
NO PERC PERFORt ED
3
5
6
PEROLATION RATE -0- (mtnhnch) PERC HOLE DIAMETER 6Inehes
TEST RUN BETWEEN — FT AND — FT
COMMENTS: Test hole excavated by Beeks Contracting.
PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND A(UNIC:IPAL 0UIDLINES IN EFFECT ON THE DATE OF THIS TEST.
9d I,"ST:2T 900E 90 '-AE4J BTc'8 2L2 : -0N BtJOHd JI)S Ella 91JOtil"d : bJOdd
SOILS LOG - PERCOLATION TEST •••�����
OF
PANNONE ENGINEERING SERVICES C '� ',•• •1•
P.O. BOX 102954
ANCHORAGE, AK 99510 .•••t 49 . ...............1.....�
(907) 272-8218 �,,,,,
. ............/� •
�. Steven R. Pannone • {{)=
, 2
PERFORMED FOR: Chris d Mike Boylan DATE PERFORMED: pv
70/10!05 �j�s 6149
LEGAL DESCRIPTION: LOT 306 Morris SID ••• �♦♦
TEST HOLE 2
r_ITop Sol SLOPE SITEPLN4
1 OR
�,. ---- -- --------30B------
Silly SAND 6 I r -------------
4 SM/ GRAVELI I 1
GM I TNI
I 1
5 I I \
I 1 \
6 I I \ T
1 I \
� I 1
1 1 \ 1.M •-7
LU I I \\
6 Z
9 J¢ 1 1 \ M
}
EST
TO SP/ PO0�0�°� TOLE W I 1
SM SAND b SIIy I I
11 SAND
I I
O I I
12
(D I I Ina
1 I
60HI I
13 1 I
WAS GROUND WATER SLOPE
14 ENCOUNTERED? Y
is IF YES. AT WHAT TH 2
16 DEPTH? 9'
1T DEPTH TO WATER AFTER
MONITORING? 9'
16 DATE: 10.10-05
19
20
PEROLATION RATE 5 (minliinch) PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 5 FT AND 6 FT
COMMENTS: Test hole excavated by JR's. Test Hole was presoaked before perc test
PERFORMED BY: Steven R. Pannone P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON T}IE DATE OF TRIS TEST.
U
READING DATE CLOCK WATER
TIME NET TIME LEVEL NET DRDP
READING
1 10.10-05 11:55 � 6' 0.
2 1x:05 10 MIN P r
� 1x95 �- 6' 0.
4 1x:15 10 MIN
1'
r
5
s
12:15
lxxs
louw
6•
4•
D.
r
SOILS LOG - PERCOLATION TEST
PANNONE ENGINEERING SERVICES
P.O. BOX 102954
ANCHORAGE. AK 99510
(907) 272-8218
PERFORMED FOR: Mr. Adman Jaime DATE PERFORMED: 821105
LEGAL DESCRIPTION: Tract 9 S2 Illamna Acres SID
TEST HOLE 3
r --0—R---1 OPWN105 SLOPE
1
2
3
5
6
7
6
\
10
11
12
13
14
15
16
17
16
19
20
Pwdy 9r6dod
SAND
TEST
WAS GROUND WATER
ENCOUNTERED? N
IF YES. AT WHAT
DEPTH?
DEPTH TO WATER AFTER
MONITORING? . DRY.
DATE: 8-28.2005
TEST HOLE
RCAOWO DATE
CLOCK
TIME
NET TIME
WATER
LEVEL
PEADWG
1 b/21/05
11:35
6'
2
12L5
163
h2*
8-03
-
6'6
12:15
10Mm
1•5
12:16
6•
6
835
16 MW
P
f
PEROLATION RATE 5 (minln&) PERC HOLE DIAMETER 61noos
TEST RUN BETWEEN 5 FT AND 6 FT
COMMENTS: Test hole excavated by Becks Contracting. Perc hole was presoaked before test.
PERFORMED BY: Steven R. Pannone. P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE_
WITH ALL STATE AND ATUNICIPAL GUIDLINES IN EF FECT ON THE DATE OF "IRIS TEb'T.
Ld I,"9T:2T 900E 90 .jIm EITEB 242 : '011 3tIOHd X15 Eta 31101817d : IIOdd
SOILS LOG - PERCOLATION TEST
PANNONE ENGINEERING SERVICES
P.O. BOX 102954
ANCHORAGE, AK 99510
(907)272.8218
PERFOP.MED FOR: Mr. Adrean Jame DATE PERFORMED: 2111/06
LEGAL DESCRIPTION. Trau 9 S2 111amna Aare; Sr0
TEST HOLE 4
1
2
3
4
5
6
7
a
9
10
11
12
13
14
is
is
17
1a
19 .
20
Organic mot mass
Poorly 9r3ded
GRAVEL a$and
dean
SLOPE
TEST
HOLE
Sky GRAVEL .Ath W S GROUND WATER
and ENCOUNTERED? No
IF YES. AT WHAT
DEPTH? -0•
DEPTH TO WATER AFTER
MONITORING? —
DATE:
aw.n
TEST HOLE
READING
DATE
CMSs
TIME
NET
TIME
DEPW 01,
WATER
NET
DCOP
2.110,,
::34
—
61
4:04
so
3'
3'
4:04
—.
6 114•
4'34
30
3 1/4'
3'
4:34
—
6 •
—
5:04
30
3'
3-
PEROLATION RATE 10 JMtn nen) PERC HOLE DIAMETER 6 incfles
TEST RUN BETWEEN 5 FT AND 6 FT
COMMENTS: Test hole ercavated by Beek Contracting . Test Hole was presoaked before perc test.
PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
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