HomeMy WebLinkAboutCREEKVIEW ESTATES LT 1Creekview
Estates
Lot 1
#017-161-18
UBMI I 1 A�
Municipality of Anchorage JUL $ 2 20%
Community Development Department Page 1 of 3
Onsite Water 8r Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.arglonslte • (907)343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Peretti Number. OSP141082 PID Number: 017-161-18 ® New ❑ Upgrade
Name. CHRIS BEAN
ABSORPTION FIELD
❑ Deep Trench ® Shallow Trench ❑ Bad ❑ Mound
Address:
7089 FAIRWEATHER PARK LOOP, ANCHORAGE, AK 99518
❑ Other
Phone: No. or Bedroorns:
am Rage:
Tmr D.Fwb.n whsal We*
(907) 360.0506 4
e4.0 .Ft
2,5 a
LEGAL DESCRIPTION
D.pnbpp.bwdr orbi,www:
Gwwaepw n..mb qF.:
SEE DWG. Ft
0.54 Fc
Subdivision: Bloat: Lot
Faaebdahme.Wwve
Ganvi Wgm:
CREEKVIEW 1
SEE DWG.
30
a
F<
Township: Range: section:
Gw,w wmn:
N.ro.raaw:
Carlos eeeweneae
5
-
SEPARATION DISTANCESr
armswgime.e:
150
abewa.:
1
Gel b,reesnesiwas:
To
septic
Absorption
LM
Holding
pumwp Mres
Frorll
Tank
Fold
SeemTank
3esartlms
BG. FL
FF.
well
100'+
100'+
too'+
25'+
TANK ❑ Septic ® S.T.E.P. ❑Holding ❑ Other
Nwxhm
GREERTANK
C,c.an-
1500
SurfacewaW
100'+
107+
1001+
Gal.
Lot une
5'+
10'+
5+
-Mmar:
N/A
Nwiw,wwsp.m,ama:
10 GAUGE STEEL
2
LIFT STATION
Foundation
5'+
10'+
s'+
-
Curtain Dmin
NONE KNOWN
N.�wem..c
c•Foub.
GREERTANK /QUANICSINC.
1500 Gal.
Remarks: `THIS ISA CAT III QUANICSAEROCELLSYSTEM.�olrbwlx�
TIMER
TIMER
43'
pwnpwwaBccee
PE51-M
m mrwnn,parw. mom W.
MCA
PIPE MATERIAL 1-114•-D1795
House to tank D3034 Tank to 2 - D P655
drainfield
Installer
Drainfield D3034 CO/MT D3034
OWNER
Inspector GEG, Ltd.
BENCH MARK (Assumed elevation)
WASe
Inspection
ow=atiw=
Dates: let 5/21/2014 2nd 5/21/2014
3rd 5/21/2014 4th 5/2212014
MAN DOOR THRESHOLD NEAR FCO
Community Development Department Approval
900
o� OF °4op
Conditional approval: Date:
o°* :
......0
Q.-. J . Y... ass.:.. D
Q CE 795 .`p
Approved: Date: ��
OQ
Op°0000�000
PERMIT NUMBER:
RECORD DRAWING
GREEK RoP'D
R&SIB
to, UtNtN ELEMENT
A B C
NEW 1500 GALLON
S.T.E.P. TANK WITH
QUANICS COMPONENTS
FCO
.2
-
5T1
0.8
85.6
MH
8.8
72.0
P001
7.9
57.5
POD2
.6
55.7
JV
.9
J37.428.2
52.2
C01
.2
50.2
MTI
.1
49.1
CO2
4.3
70.7
MT2
4.0
70.9
—RESERVE
DRAINFIELD
SITE
a
30'GREENBEL
ESMT.
25' STREAM PROTECTION
AND MAINT. ESMT. —
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
31111 E. TUWRR D, SUITE 101 'AWMGE, AK 9007• PWNE (907) 33 179•FP%IBOl13H.92i6•NEBSITE: xw meawn9MeeM9_mm
PREPARED FOR: PH30NENUMBER: PAGE NUMBER:
CHRIS BEAN 360-0506 2 OF 3
LEGAL DESCRIPTION: DRAWN BY:
CREEKVIEW ESTATES SID; LOT 1 J.L.M.
TYPE OF WORK: DATE:
, RECORD DRAWING OF NEW SEPTIC SYSTEM 7/21/2015
PARCEL ID NUMBER:
017-611-16
UNIT AND JANDY
VALVE BASIN.
(CAT. III SYSTEM)
�NOFEV��
m-IO*Z
Anm
a'
O- mmm
mpm'm
p >' Z '
A O
ZC
mo
02-00
MM
r KO
mmpA
0mIn
nz��
Zmz
I.,I-
m:Emg
AAZN
Ozn*
ZOOM
oVmm
, mom,
linos
20 m
m o
A
m
n
(7
C
r
D
1
zz
E:
Z
m
O
oz� r
OO int
z0 n
MK
0Op
r
ZZ 0
m = z
t- Z9
m
N
Cn
T
m
m
0
x
Dm
O
50
O
9:
II Q
N T
V`\
A Z \
O O0
A m
0T
Or
Tr
�O
O>
mD y
mn
,N 1m
o m
X
Z
om
T
m O
A O
Lm
Mr.,
1 Li
A
Z —
i
1 m ?
20 r
m
it Am
m �
0 Z
� T O
m
n
o
w Z -Ci
3701E.TUDORROADSUITE101-M :amesaa mamn �m
Z
O
!-0�
:.Cn
00
T'•
GARNESS ENGINEERING GROUP, Ltd
j '! y ?
•
ORAGE &gENVHRONMEN TAmmENGaN EERSIrE:
3701E.TUDORROADSUITE101-M :amesaa mamn �m
�'•••
�j �Cj ' • c
♦,11���i����
;•'
40
•
LEGAL DESCRIPTION:
CREEKVIEW ESTATES S/D; LOT 1
TMPE OF WORK
PROFILE RECORD DRAWING OF NEW SEPTIC SYSTEM
PREPARED FOR:
CHRIS BEAN
360-0506
PAGE NUMBER:
3OF3
DRAWN BY:
J.L.M.
DATE:
7/21/2015
Ox
(n x
-u �;
/u
m
0
O
0
0
D
Z
G)
m E
g0� (31
0
is
C
1g1?3 Pint 70,16z`0
1�" Bi�
iC�""
24 E t peri I i
Ss � o
/
N�5.25
10. U811tn
15
r1, 1910.
a
1A75252h"P
sm„O=
Ut1\� i
b. \ m
JQ O
10
20' ACCESS -
EAVE EXISTING I~
EASEMENT ”'
HOUSE
Lot
../..,:",
94.7'
',
2
EXISTINGDIRT"
WELL
m28 m (2) SEWER
_
"
1z I CLEANOUTS (�
16"7c!11-3 h
I
o n
EXISTING
IN 44.0 H
-33.6'
N
GRAVEL,
/
.:DRIVEWAY
2.1' OIAMETERI
LIDS _
/
85 Stream Setback
Per Note 21Plat
O
\
_�.�
_
o
30' Greenbelt Trail
----011_7_4__
' _
Corridor Easement
o
N LITTLE
� �..—.
� i
W
I
25' Stream Protection
O/
25' Stream /
and Maintenance
Easement Note
0
Q Protection &
(Per
20, Plat 2011-74) ui
Maintenance
I rn
to I Easement
\
Per Note 20, /
2011-74
g5' Stream
Lot IPlot
Setback
Per Note 21
3
Plat 2011-74
t
QD
Lot 1
4
Ui
I ami
110,900 Sq. Ft. I
2.55 Acres
Lot 2 Li
o000000�
102,004 Sq. Ft. 0
0
2.25 Acres 0
I I
o��''�.q� .
po�P:°o
o
p &' 49TH '9
a.....r.........$�
I
SEAN M. BOLENDER:r �oj7 I
O O
LS 12
'
zo
p °/ession°I o
0
Lot
10' T&E Esmt
_N89-52
10' T&E Esmt
3
57 W 185.00 Lot
1 A 89'52 51 184.47
tk4 w Br. Chris Bean
AS-BUILT
Legend:
Lot 1 & Lot 2
C Fnd 5/8" Rebor with ® Sewer Cleanout
Creekview Estates
1-1/4" Plastic Yellow Cap ® Well
.(i� Frail Monument - - Centerline Stream
250 HStreet
EXCLUSION NOTES: It is the owners responsibility to determine
Anchorage. Alaska 99501
the tsof any easements. covenants, or restrictions which
do nototappear
appear on the recorded subdivision plat
Survey Department
Phone 5623291
SURVEY CERTIFICATION: LANTECH has conducted a physical
Mainline
survey of this property as shown on this drawing and to the
Phone 243-8985
best of our knowledge and belief, all dimensions have been
measured true and correct.
Plat tro: 2011-74
Gid Na 3138
ante. APRIL 30, 2015 1Dra. By. MH
wax aa«: 2014-L-97
ft/PT 707/19-21 Bar: Iz L-tw
x 1'=60' jma By SB
Job No. 14-136
DrIlling, Inc.
+P.O. Box 1103894�Anchorage, AK 99511
m 907-345-4000 # 907-345-3287 Fax A
E: l' i , ' •
Well Owner: WillowRidge Construction Use of Well: Domestic
Legal Description: Creekvlew Estates Lot 1A
Anchorage AK
CONSTRUCTION
Drill Method: Air rotary Hole Size: 6" Hole Depth: 100.50'
Casing Size: 6" Cased to: 100.57' Material: A538 Wall: .250
Well Completion: Open end
Screen/Perforation description:
X Screen Perforated Method:
Grout Notes: (2) Sack(s) of Bentonite
Well Development: Air surge
Well Disinfected: N Method:
Yield test at 15 GPM for 6 hour(s) with of drawdown (DD) from static level(SWL).
Method: Submersible pump Static Water Level (SWL): 31.5'
Start Date: 9/17/14 Completion Date: 9/18/14
Test Pump Date: 9/18/14 Final Pump Install Date:
WELL LOG
Depth in feet from top
of casing.
Details of formations penetrated, size of material, color and miscellaneous details.
Q
TO
3
Casing Stick Up
3
TO
68
Gravel: brown, silty, dry
68
TO
94
Clay: grey, silty, some gravel
94
TO
100
Water gravel: medium, 10-16 gpm
TO
TO
TO
TO
TO
TO
TO
To
TO
TO
TO
TO
,uuuawpw.a..� va �au�.uva w��.
Community Development Department
•
t Development Services Division
P.O. Box 196650 - 4700 Elmore Road
<H;�< Anchorage, Alaska 99519-6650
Info and Help: (907) 343-8211
INSPECTION:
Voice: (907) 343-8300 Fax (907) 249-7777
7/20/2015
Inspection Report
License/AP#:
E14-1892
Parent AP#:
Inspection #:
367059
Type:
RES
Status:
Issued
Address:
6170 RABBIT CREEK RD
Parcel:
01716118000
Inspector:
Mike Green
Project:
Resp Party:
Descr:
Child of Bldg App R14-20492302 SF LIVING
1199 SF UNFINISHED 790 SF GARAGE TC -
Address:Anchorage, AK, 99516
Inspection Item item Descnpuon Evaluation
ElecFin Final Electrical Approved
Result Notes: Megger test reports provided.
A 2014-032408-0
s Recording District 301 Anchorage
K
A 08/14/2014 02:17 PM Pagel of 6
AGREEMENT TO PROVIDE SHARED ACCESS
The MUuicipality of Anchorage, hereinafter the "Municipality," and
herein er the "Owner(s) of the First
Parcel," and , hereinafter the
"Owner(s) of the Second Parcel," enter into the following AGREEMENT TO PROVIDE
SHARED ACCESS (hereinafter "this Agreement') which shall become effective on the date
this Agreement is fully executed. This Agreement shall run with the land and shall be
binding on the Owner(s) of the First Parcel and the Owner(s) of the Second Parcel, and their
heirs, successors, and assigns.
The Owner(s) of the First P cel is are a(n)
and
execute(s) this Agreement on behalf of A e Owner(s) of the First Parcel in the
capacity of `I�aLAK h -o in0, Qoo and warrant(s) he/she/they
hasthave authority to execute this Agreement on behalf of the Owner(s) of the First Parcel.
The Owner(s) of the SecoParcMmael is/are a(n)LZU r �i1
and
execute(s) this Agreement on behalf of 16 Owner(s) of the Second Parcel in the
capacity of -W.VUZ ArO14r—and wan•ant(s) he/she/they has/have
authority to execute this Ag cement on belikofthe Owner(s) of the Second Parcel.
Thewner(s) of the Fir Pa cel �s) a parcel of real property described as:
,fA}�P Z
_ per plat , located in the Anchorage Recording District, Third Judicial
District, State of Alaska, shown on the map attached hereto as Appendix A and referred to
herein as the. "Firs Parcel." The Owner(s)of the First Parcel desire(s) to utilize the First
Parcel for ��i DO PKI&tF"ToPj
and the Owner(s) of the First Parcel must provide access to meet the requirements
of the Anchorage Municipal Code.
Page 1
Second Parcel own(s) an abutting parcel of real property described
as:
per plat located in the Anchorage Recording District, Third Judicial District,
State of Alaska, shown on the map attached hereto as Appendix A and referred to herein as
the "Second Pgc�p,.1ll.,.� The Own r(s of the Second Parcel desire(s) to utilize the Second
Parcel for UCC 7�J ( �CrV(e*1l- se&
—, and the Owner(s) of the Second Parcel must provide access to meet the requirements
of the Anchorage Municipal Code.
In accordance with Title 21 of the Anchorage Municipal Code, the Owner(s) of the First
Parcel and the Owner(s) of the Second Parcel covenant and agree to provide access for the
use and benefit of each parcel as shown in the map attached hereto as Appendix A. The
above-described uses of the First Parcel and Second Parcel shall not be altered or expanded
in any manner that does not comply with the requirements of the Anchorage Municipal
Code. The access as shown in the map attached hereto as Appendix A shall not be altered or
restricted in any manner that does not comply with this Agreement and the requirements of
the Anchorage Municipal Code. The access as shown in the map attached hereto as
Appendix A does not inure to the benefit of any other parcel.
This Agreement shall terminate upon the recording of a written release issued by the
Municipality of Anchorage.
The Owner(s) of the First Parcel and the Owner(s) of the Second Parcel understand and
agree that violation of this Agreement constitutes a violation of Title 21 of the Anchorage
Municipal Code, and will be subject to all penalties and remedies provided by law for such
violation.
OWNER OF THE FIRST PARCEL OWNER OF THE SECOND PARCEL
By:
Nan
Title
Dat(
Page 2
U!=!n
l��
OWNER OF THE FIRST PARCEL
By:
Nan
Tith
Dat(
MUNICIPALITY OF ANCHORAGE
OWNER OF THE SECOND PARCEL
By:
Nan
Tith
Dat(
By: /, Name: /u 4- 1 4 S
Title: Vand Use Plan Reviewer Date:
STATE OF ALASKA ) ss.
THIRD JUDICIAL DISTRICT )
The foregoing instrument was acknowledged before me this --L� day of
—, 20b-1—, by 344pliS, a Land
Use Plan Reviewer with the Municipality of AnHorage, on behalf of the Municipality of
Anchorage.
��.
r'�pTARY 't
Ilk
S Not Public ub icl in and for Alaska
p� My commission expires a
Page 3
Ii11�1111B11f �flilll�ll��lf 191QIIl,lll�l8��l�lll�
Page 3 of 6
2014.032408.0
STATE OF ALASKA ) ss.
THIRD JUDICIAL DISTRICT )
Thefor going instrument was acknowledged before me thisday of
200 by OK6-0nle LRGJNE &eeW
in the capacity,R iurur.72rA/)9 TS P y THE OAIT/RETy
3 M�
NOTAR),
. AlJBLtC '
�i
OF.Ag
STATE OF ALASKA ) ss.
THIRD JUDICIAL DISTRICT )
yo -
Notky Public inland for Alaska .
My commission expires � /
The foregoing instrument was acknowledged before me this � day of ,
200 , by 661NI
in the capacity of
..QIP'•• ..
Nota Public in and for Alaska
My commission expires G)QQ 11
STATE OF ) ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of
200_, by in the
capacity of
Notary Public in and for
My commission expires
Page 4
After recording return to:
Municipality of Anchorage, Planning Department
Attn: Jillanne Inglis, Land Use Plan Reviewer
P.O. Box 196650, Anchorage, AK 99519-6650
Reference Building/Land Use Permit:
R14-20 4q
Page 5
!ill�Illl!'Ilidllllllll�GICIl1lIlIII�I�l�Il��
Page 5 of 6
2014-032408.0
uL ' E
RpP>D o.
K 191.33 7D,1e+2I
24 E t pert/ I
N-7625 Uitlt CS e
1/
co
LOCATION o
APPFOR la
2524'E X16
CATEGORY
FOR CATEGORY 3
NITRATE REDUCING
Q=�
at
U;;�Esm�^WASTEWATER
SYSTEM
O
i0
/
y\J I
Q
20' ACCESS
- ® EASEMENT
\ bb
../ �._
AVE
E
... V 1 (2) SEWER
h
ot
2
EXISTING .
'.DIRT "'q'' CLEANOUTS
WELL
o . 84.7'
`•
b
16'3y11.J Ig
�
EXISTING
GRAVEL..''. /
�
N•0 N
28.3'
�
N
DRIVEWAY'
2.1' DIAMETER
.V/j
PROPOSED HOUSE LIDS
Y
\
F.F. 711.5' 5 Stream Setback
3
Per Note 21
Plat 2011_-74
30' Greenbelt Trail
Corridor _
_ '_ ° _-- --_ �--^ _-• • • - • - . - •I.
p
EEasement
_ . . ,
N
E
r^y LITTLE \�
N 7 .�.._ �
I ;
o
mm
e
'
—
ms's
4
. p � � l
25 Stream Protection
� a' v
o
0 25' Stream /
and Maintenance
Easement (Per Note Ia
n
o
P Protection &
Maintenance
0
20, Plat 2011-74) vi
Easement
I
/ _. \ F`—
Per Nate 20,
Plat 2011-774
85' Stream
Lot I
Setback tl
Per Note 21 �-
3
�-
Plot 2011-74
Lot
Lot 1
4
110,900 Sq. Ft.
2.55 Acres
Lot 2 o
102,004 Sq. Ft. 0
oo
o G OF.AC QD�
2.25 Acres o
�'•.... g Odd
�.A .
QO �, •., John D. Hayden
LS- 28
Q �O
I
0
®, /
Vo
v�r�40a10aQ
®
Lot
— _
10' T&E Esmt
10' T&E Esmt
3
' 2 51 185.00- Lot
1 A N89'52 51 W 184.47'
o,4 Bx Chris Bean
PLOT PLAN
Legend: — — Centerline Stream
Lot 1 & Lot 2
O Fnd 5/8' Rebar with FG 711.0 Proposed Finish Grade
Creekview Estates
1-1/4' Plastic Yellow Cap 100.0 Elev. (MOA LIDAR)® Sewer Cleanout
Fnd Monument w Drainage ® Well
250 HStreet
Anchorage, Aleske 99501
EXCLUSION NOTES: It is the owners responsibility to determine
the existence of any easements, covenants, or restrictions which
do not appear on the recorded subdivision plat.
0166c� Survey Department
Phone 582-5291
a p SURVEY CERTIFICATION: LAN1E(A1 has conducted physical
Mainline
survey of the property as shown on this drawing and to the
JLiaritEch Phone 243-8985
best of our knowledge and belief, all dimensions have been
measured true and correct.
Plot Na: 2011-74 Crtd No: 3138
oat: July 18, 2014 Grown Bx MH
Wmk Aden 2014–L,_97 ft/Pg: 707/19-21 Ret. 12-L-17a
Scalw1'=80' Checked By. TE
On -Site Water & Wastewater System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP141082
Tax Code Number: 01716118000
Work Type: WellSeptic Initial
Permit Effective Dates: April 25, 2014 to April 25, 2015
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: CREEKVIEW ESTATES
Site Legal Address: CREEKVIEW ESTATES LT 1 G:3138
Owner/Address: BEAN CHRISTOPHER G 50% &
LAYNE CHRISTINA D 50% 7089 FAIRWEATHER PARK LOOP ANCHORAGE AK 995180000
Site Mailing Address:
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy
All construction must be in accordance with:
Lot Size in Sq Ft: 110900
Total Bedrooms: 4
Y Private Well N Water Storage
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater
Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80).
3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to preveOt.tCfxlln9, a "i r
Special Provisions: Prior to Inspection Report approval, a copy of the recorded access agreement
is to be submitted..,.„ .._
Received
Issued By,
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Fax: 907- 343-7997
On -Site Water & Wastewater Program
Mayor Dan Sullivan
On -Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcel I.D. O 11' � � ��1�
Property owner(s) CHRIS BEAN Day phone 907-360-0506
Mailing address 7089 FAIRWEATHER PARK LOOP, ANCHORAGE, AK 99518
Site address RABBIT CREEK ROAD,
ANCHORAGE, AK 99516
Legal description (Sub'd, Block & Lot)
CREEKVIEW ESTATES; LOT 1
Legal description (Township, Section &
Range)
Lot Size Sq.Ft.
Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN: TYPE OF DEWELLING:
(®all that apply)
Initial ® Single Family (SF)
Absorption Field ®
(w/wo ADU)
El
Septic Tank ®
Upgrade
Duplex (D)
❑
❑
Holding Tank ❑
Renewal
Multiple Dwellings
❑
Privy ❑
(SF and/or D)
Private Well ®
UBMITTA
Water storage F-1APR
L
2 1 2014
THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:
Distance: —
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Date of Payment:
Receipt Number: 03 2-6 1
1(1 Receipt Number:
Permit No. d5 e' ` ` / 0 e2- Waiver No.
(Rev. 01/11)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
April 9, 2014
i
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Rd.
P.O. Box 196650,
Anchorage,Ak 99519-6650
(907)343-7904
Ref: Proposed Well and Septic System for Creekview Estates Subdivision; Lot 1
To whom it may concern:
We have been hired by the owner to obtain a well and septic permit for the referenced property. The
owner owns both Lots 1 and 2; Creekview Estates SID. Platted drainfield sites were required with the
subdivision of the property and also there is a plat note that requires that this lot use a Category III
advanced wastewater system. Per the owners request, we performed and additional test hole on the
property and the owner would like to utilize a different area than the platted drainfield sites. The platted
drainfield site will be used as reserve sites instead. A 4 bedroom residence is to be built on the property
and we are proposing that a Cat III Quanics Aerocell system be utilized for this septic system. The septic
system will consist of a 1500 gallon S.T.E.P. tank with Quanics components/controls, a 650 Quanics
Aerocell unit, an external Jandy Valve basin, and a 5 -wide trench type drainfield. Comments regarding
the design are summarized as follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See the attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached site plan the topography around the drainfield is
ranges from 15 to 25 percent. In short, there are no slope concerns.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any questions, please contact us at 337-6179. Thank you for your assistance.
NOTE: Attached is a site plan drawing, a design drawing, two detail drawings, and two soil logs, which are all part
of the design package for this septic system. (Contact G.E.G. Ltd. for 8 page construction specification letter.)
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS mmmmmmwMiisaam
April 9, 2014
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Rd.
P.O. Box 196650,
Anchorage,Ak 99519-6650
(907) 343-7904
Ref: Proposed Well and Septic System for Creekview Estates Subdivision; Lot 1
To whom it may concern:
We have been hired by the owner to obtain a well and septic permit for the referenced property. The
owner owns both Lots 1 and 2; Creekview Estates S/D. Platted drainfield sites were required with the
subdivision of the property and also there is a plat note that requires that this lot use a Category III
advanced wastewater system. Per the owners request, we performed and additional test hole on the
property and the owner would like to utilize a different area than the platted drainfield sites. The platted
drainfield site will be used as reserve sites instead. A 4 bedroom residence is to be built on the property
and we are proposing that a Cat III Quanics Aerocell system be utilized for this septic system. The septic
system will consist of a 1500 gallon S.T.E.P. tank with Quanics components/controls, a 650 Quanics
Aerocell unit, an external Jandy Valve basin, and a 5 -wide trench type drainfield. Comments regarding
the design are summarized as follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See the attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached site plan the topography around the drainfield is
ranges from 15 to 25 percent. In short, there are no slope concerns.
We are unaware oA any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any quAstions, please contact us at 337-6179. Thank you for your assistance.
E., M.S.
NOTE: fAttr%hed is a site plan drawing, a design drawing, two detail drawings, and two soil logs, which are all part
of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com
6601 1 Op�10 720 7-50 bbl" 750
0)
�O
r• I I � I
- - rO
--- -- - - - - - -- - -
I o
ti
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
701 E. T W RW. SURE 101 • MCH WE. M 995D7 . PRONE (9D7)337-6179 • FAX (907)356-3246 • wE650E: r ,o w iwAng.com
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
CHRIS BEAN 907-360-0506 1 OF 4
LEGAL DESCRIPTION: DRAWN BY:
CREEKVIEW ESTATES SUBDIVISION; LOT 1 J.L.M.
TYPE OF WORK: DATE'
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 4/9/2014
'
LO g�0 LOS , URN 5/D
-
1,OC� O
RN FDI
T 15. dCERNS
vol tU
�A
NT CONCERNS OP,CHM
N
_
VOS�
0 ENCROP,CMM
PLA
ED DRAM -t D SITES
-'
_ SERVE SITES)
ROP
EK
R
6
W RA I
APP LOCATIOIN
\
TH$57Q
_
PROPOSED S
SYSTEM`,
i
•�H O
'r i'. 0
DESIGN. PAGE
F
Sol
T#57 _
p,
20 I
'
740
I <
I I
LO
DVEINA S/D #1
THg555
i TH1
700
F
u^ I
i ' '
r' i -- —
PROPOS BEDROOM H SE
WITH UNFI ED BASEMEN
700 /¢
`��
—
WITH OPTIONA
BEDROOM (4
ODITONAL
TAL)
/ 69/
��—
-- •1
1/
68.0 --
eek
Rabbit
7�
720
I I I
I
N
O
I I
J
I o
I
✓
�D #1
6601 1 Op�10 720 7-50 bbl" 750
0)
�O
r• I I � I
- - rO
--- -- - - - - - -- - -
I o
ti
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
701 E. T W RW. SURE 101 • MCH WE. M 995D7 . PRONE (9D7)337-6179 • FAX (907)356-3246 • wE650E: r ,o w iwAng.com
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
CHRIS BEAN 907-360-0506 1 OF 4
LEGAL DESCRIPTION: DRAWN BY:
CREEKVIEW ESTATES SUBDIVISION; LOT 1 J.L.M.
TYPE OF WORK: DATE'
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 4/9/2014
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT GEG. BY PROCEEDING FORWARD pp,D
WITH THIS INSTALLATION, THE ENGINEER, R
K
DESIGN RITERIA:
WELL DRILLER, CONTRACTOR AND CRE
PROPERTY OWNER AGREE THAT THEY Q
1
NUMBER OF BEDROOMS: 4
GALLONS PER DAY (GPD): 600
HAVE READ THESE SPECIFICATIONS AND 8g
RP
RATE/S: 8.57 MIN./INCH
AGREE TO ACCEPT THE TERMS AND i
PERCOLATION
_
CONDITIONS OUTLINED.PROPOSED
APPLICATIONT
utlLl�ipSiME�T RESERVE DRAINFIELD SITE
MINIMUM DRAINFIELD SQ.F .: 150
\0
-REO III STEM
[
DRAINFIELD DESIGN:
_______--
— 953 .•'�
�� ......
-. {,•; . <,
MAXIMUM DEPTH OF EXCAVATION: 2.5 FEET
�444PIofessl0c
LIMITED TO REMOVAL OF ORGANICS
L__ __------ J
WIDTH: 5 FEET
LENGTH: 30 FEET
• OTHER PLATTED
EFFECTIVE: 0.5 FOOT
---------------!! DRAINFIELD SITES
MOA APPROVED SAND FILTER: 2+ FEET
L----- ------- J
_----�
ACTUAL SQ.FI'.: 150
:..�7-E}}
T
PER THE TOPO DRAWING, THE DRIVEWAY P -
y1
/ TO "BT'zA'40tR'IRIBkT�44R 'F`'dMLE iA
HEN INS F43(16
_
J �L
w �
3 -
I
PROPOSED 650 QUANICS
AEROCELL UNIT WITH
.1• :..;!• .• " •' _•.
EXTERNAL JANDY VALVE BASIN
PROPOSED DRAINFIELD
•
s L '\
I
' CID
M �,,
PROPOSED 1.25"
` ,�T HDPE FEED LINE
TH�LI
AND 2" HDPE
RECIRCULATION
s
LINE. (SEE NOTE)
PROPOSED o
I
4 BEDROOM f
PROPOSED 1500
HOUSE
GALLON S.T.E.P.
' 1T �•(�, O ' A - _
TANK WITH QUANICS
I COMPONENTS
-
LID
ROPOSED WELL
NOTE: THE HDPE FEED AND RECIRULATION LINES
SHALL BE INSULATED WITH 4" OF INSULATION BY FO-300—PE—SHALL EXCEED 25% 1Lw
4 FEET WIDE AND CENTERED OVER PIPE.THESE ITHIN 50 FEET DOWNHILL FROM
THE PROPOSED DRAINFIELD
LINES SHALL BE INSTALLED SO THAT THERE ARE
NO BELLIES ON ANY PORTION OF THE LINES.
301 -GREE ELT TRAIL CORRIDOR ESMT.
1"40•
/
L
I
NOTE: THE CONTRACTOR SHALL HAVE THE /
NORTH, WEST, AND EAST LOT LINES; AND 25' STREAM PROTECTION
I
THE 100 OOT SETBCK TO THE CREEK AND MAINT. ESMT.
FLAGGED BY A REGISTERED LAND
— —'-�
SURVEYOR PRIOR TO ANY CONSTRUCTION.
GARNESS ENGINEERING GROUP, Ltd.
•:9•
CONSULTANTS & GENERAL CONTRACTORS
i """''
' • '' ..• • •' • •
3901 E. WW 9050. SWE 101 • NICHO E. M 99307 • PH E (907).13)-6179 • IAC (90'>)309—M" • w WE:..�gomxxylx rinq..
O•••
PREPARED FOR:
PHONE NUMBER: PAGE NUMBER:
. •••
'.Jef
••.•. • ••; •••
a Game s:
CHRIS BEAN
907-360-0506 2 OF 4
0n m
LEGAL DESCRIPTION:
CREEKVIEW
DRAWN BY:
ESTATES SUBDIVISION; LOT 1 J.L.M.
VO s•.
�� a
— 953 .•'�
�� ......
TYPE OF WORK:ATE'
REVISED
�444PIofessl0c
DESIGN OF
WELL LOCATION AND SEPTIC SYSTEM 4/25/2014
CO Za = O CO ZDO2Z O
p,ry, op a g v!'Iog�o v ar
ar
in yr�� i '� m N~ggs y z
iy�g a m Z oy�ys a a
9 a ; s O
o�
o o _ /mom :,;a
o a
EX -6-= fA0 mo0N WW Z
P NP T
Om U I/.��
DO Awo1 WN �I I.> 10 III 7I 1 m O 0
x y D I o F o �1 y� y� 9 G: ? o Z
OIn
I Z oAm4 p4m y� m(C/1y�
Z �'7 (�
pm C I noc
Z z7i8m �.�Oy
N 'p Z C Cob' C
z I O N p p e z N e ��;'m^;v$ N O Je'x8
< 2C .Z1�A 4a mgz =
.Zlm O
V) -1
Dy N zm$1 y cmy 0
Ago Ao
m < DA rA zfjNN.
Amz i.
z O mp;
D r
�-io
I z �A�
Am
V) du
ON.� r.?r
m '�•
o0" m Wim.\ N
o �mq pp
N m\C
Z
DU = m
r p
I
Zn ;
m
z m V) v
pox c J 8
O
0 m
■ 000 (n ?1
m oZDA
M
N r n
UzU1 N
O tn? �=C
A c m S N
�{ Ono
1 Z Z
mo
a mp
c
OO m D = (n ODS
m
Xy v Z m = Zm z�v
[11 0z Z < :D z Om0
cm moo
� mo
z y < -Di mo zzoz
zz
< vpi I O m A A p {Oo
Ul r
Ul M
m Om r0
D D �A A
i
1
x ->,
o D C
0TZ a
z0
D m 0 �JJ
-i O v i C
C v N O m
z
0Ln
x N �N p O n
70y
ca mco)
;a m a
Z z N C) _ R1
m
o D m 3: mmmm
3zrn A0
m r m 0 y_ r
r Z p -- 4 O0
m o c rm-
Z r 'w a 'w r
D� m r
r
A r
c'3 n
m>,a, AD z z
azzc
N p
cz 0
z c z
m �.
Z
To
> 0 w m J ,P
o
O A
=D C7 O
In r z
N
z0Zm z 0
cmum o
> Fri G7
� <
O p r
m
z /// I
/ p
OFlip
DATE: 4 T OD
DRAWN BY
4/9/2014 : .'
fr
J.L.M. O
I I I , ,; �
PROJECT DESCRIPTION: -• ... .. .. .... .............�
M.O.A. CATEGORY III CONFIGURATIONf y Crness: '
,�
TYPE of WORK: GARN'ESS ENGINEERING GROUP, Ltd. �Q CE 7953 mph
DESIGN OF QUANICS AEROCELL SYSTEM CONSULTANTS& GENERAL CONTRACTO
aroI c nmoa wa, curt Im. a¢Iwu, .x. vwm rwxe tyon v�-eIn/fw� (bbl ve aHs wc�ne ... TergilI nA O
PREPARED FOR: PHONE NUMBER:. 44�edp•ofessio^
CHRIS BEAN PAGE:907-360-0506 3 OF 4 ���4p0000
:E
=o
O
�m
mm
�p AO
DZO
Z0
NEr
N ZD
O ZZ
4 -1
0
V A
N O =ZO A�
4i —
Z +D m: 0 .0
Om x O NZ m0 Z
21 m �� D A
O O Z
;o m 09 0 0
0 Zm C
m m
zczm
oz
�mr1TO i•:'^6111
m r: •:':
Em m-1
j f m m
Fpmz�
zmyzc o O q.
zzOSD mOR •{,
zpp
vnI •�.
O F m E .V 1L
�pmxo
O pAA
ZOo S y N
DyZ -0
m O
Sti.92Z
mH15Ci 2
M
mmysa h mD C
nAmZ M
mm� C 0 p
h Z
Y
0~
�D
O
n
2
O D�mrg r�
f/J mZO� �A;Amo-C M
c'09Emr Dcc°v06 s 11)i)
^� DDnrF ms c rp m
O E� SMO; ZA�r1;ND12ilA Gi
N -I � mNO� O
O - Z
o��-,zmw�
�,� o
Nod �p � m
A m ox ego z"vND
A N DZmA m om9 Z m1�Np ..
o MN
T A+ Z M p A\ O
AOrN m m Ox
cm
Z Z
m �;a
m mo
zrmiZ
om
r <
ZC
m2A
m
N
A
D
Z
0
O
r
� m
0
zy n0
0Zy0
oflom
ZO
AODM
O_'Z0
r�rgo
�Z*O A
z Z - 9?
r
rN Z m�
D
Z
O
C
DATE; DRAWN BY:
..
4/9/2014 w ... ..... .........
J.L.M.
LEGAL DESCRIPTION: ��`°
CREEKVIEW ESTATES SUBDIVISION; LOT 1 0 e rey A. ness,: Q
TYPE OF WORK: GARNESS ENGINEERING GROUP, Ltd. '- CE -79 moQ
DESIGN OF PROPOSED DRAINFIELD CCNSULTANTS &GENERAL CONTRACTOI Q e
aml E 1 NON. SME 101. NItlbRY.'E. MC YW W MdIG C.') = OIAom (1.) = SYN . YIFH911E �gomxrngl-w01Msem 44 egg '{l . ,/. 17`L�,�•�G�
PREPARED FOR: PHONE NUMBER: PAGE:Q4 aProfessioD o�
CHRIS BEAN 907-360-0506 4 OF 4 DOppw�Oo
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 8 GENERAL CONTRACTORS
3901 E. TUO RM. SUOE 101 • MCB5RA AR. 99507 • Mf E: 901337-6179 • FM: (907)3W-3246 • wE651TE: gommeergtneerii
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: CREEKVIEW ESTATES S/D; LOT 1
PERFORMED
DEPTH
DATE
SEEP 0 8'
FOR: CHRIS BEAN DATE
6'
--
6'
(feet)_
2
ORGANICS il' TEST HOLE �( 1
4.25"
3
(SM)
—
4
3:08 30 2.50"
3.50"
5
3:08 — 6.00"
—
6
SOIL CLASSIFICATIONS
2
•
:'o GW -_ ORG
3
• ;
. , GP ML
GM CL
q
•L°,
GC OL
SW MH
5
;:
GP TO GM�•• !.7 SP CH
SIM OH
6
+ .';
SC
R'G
7
E:3
milllv!/�
10
11
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
DATE
SEEP 0 8'
3/28/14
6'
3/31/14
6'
4/4/14
2
So
:141.. r�..........
y mess:'
CE -7 53 .•'.�%
SEE ATTACHED DESIGN DWG
SCALE:
DATE
READING
CLOCK NET TIME WATER LEVEL
TIME (MINUTES) READING
NET DROP
(INCHES)
3/31/14
1
2:18 — 6.00"
—
2
2:38 30 1.75"
4.25"
3
2:38 — 6.00"
—
4
3:08 30 2.50"
3.50"
5
3:08 — 6.00"
—
6
3:38 30 2.50"
3.50"
19� PERCOLATION RATE 8.57 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 2.0 FT. AND 3.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS: PERCOLATION RESULTS ARE WITHIN 1/16TH OF AN INCH
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASI PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
P
E
I
m
SEE ATTACHED DRAWING
-
iiiilMn- .ii{i
ISOIL LOGs •
TRACT 0 — PR�
PERFORMED i _JEFF
REONMITy..
QrH
fe at)
WEST H
3 Yii
ORGANICS
GW
■���a�iii:i�Ti�ii
i_
3—
Gp'�ML
GM
l.��CL
isc
N SW
MH
P
J7Ifli
CH
SM
iN
P
E
I
m
SEE ATTACHED DRAWING
-
■���a�iii:i�Ti�ii
fY
6® �u.nNCH. IERC. HOLE DIA. 6 (INCHES)
TEST RLIN BETWEEN 9 FT. AND 6 FT.
20 - A FOUR HOUR PRESOAK WAS PERFORMED: ■ YES Q NO ..
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS
COMMENTS: RECOMMEND ADVANCED WASTEWATER TREATMMT SYSTEM BE USED
PERFORMED BY GEG, Ltd. C, JEFFREY A. GARN€SS, CERTIFY THAT THISWAS I RFDRMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: =I
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALILI{TnY OF ANCHORAGE
AND ns C /�� Wan
THIS MAINTENANCE AND REPAIR AGREEMENT made and
ddIentered into as of this
Day ofqghl of 20A, by and between ��` �Y t7c1m
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as
located at (legal description).
2. Definitions.
Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design.
Certificate of On -Site Systems Approval (COSA). An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with Anchorage
Municipal Code (hereinafter, "AMC') 15.65. These approvals certify that
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included
in the original design which would allow the AWWTS to continue to
perform as designed.
Permit. An On -Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AWWTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations. Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AWWTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall
maintain their AWWTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AWWTS
service and maintenance provider approved by the municipality and the
manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it
shall be the responsibility of the Owner during the term of this Maintenance and
Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay
for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement
costs, and (5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules
and orders for the AWWTS.
C. Upon request by the Municipality, the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor, the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance, repairs or
permitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
H. Owner agrees that the AW WTS installation and maintenance requirements as
provided by the AWWTS vendor/installer and approved by the Municipality are
the governing guidelines for the construction, maintenance and repair of the
Owner's AW WTS.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereof.
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement, the only authorized representatives of the parties
are:
a. Owner:
b. Municipality: Director, Community Development or designated authority
C. Any attempt to amend, modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.
8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance
and Repair Agreement shall be brought in the Superior Court for the Third Judicial
District of the State of Alaska at Anchorage. The laws of the State of Alaska shall
govern the rights and obligations of the parties under this Maintenance and Repair
Agreement.
9. Severability. Any provisions of this Maintenance and Repair Agreement decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining
provisions of the Maintenance and Repair Agreement.
OWK
By-. _(signature) Date:
011 r l—t J IJ`l Ori (print name)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
The foregoin instrument wa .1 '_ acknowledged before me this day of,
20 1 ,by 1{�k�1V1GtX411
li'� � 6' IF✓ Ll� �V �. `���'7/YVL //L�\ % "v� � i.,.t.r� r x i 1"..1L77.IW6 ��'j ��
NOTARY PUBLIC FOR AL
M Commission expires:
Ir
Y P Fab 12,'M
MUNICIPALITY:
By: (signature) Date:
name) Title:
Chris Bean
7089 Fairweather Park Loop
Anchorage, AK 99518
chrisbean1 @hotmail.com
(907) 360-9515
May 14, 2014
Municipality of Anchorage
Onsite Water & Wastewater
4700 Bragaw Street
Anchorage, AK 99519
To Whom It May Concern:
I, Chris Bean, am the homeowner for Creekview Estates Lot #1. 1 will be installing a
Quanics Advantex Septic System on this lot, as required by the Municipality of
Anchorage.
Garness Engineering has agreed to be the inspecting engineer for this project. I
personally, will be on site at all times during the installation of the septic system. There
will be no compensation allotted on this project, except to Garness Engineering for the
inspections and Anchorage Sand and Gravel for sand and gravel delivery.
I have twelve years of trucking and heavy equipment experience, and six years in
underground utility and piping experience. 1 have experience in all the equipment needed
in this project.
Sincerely,
Chris Bean