HomeMy WebLinkAboutCROSS VIEW ESTATES BLK 1 LT 6Cross View
Estates
Block 1
Lot 6
#015-301-54
Municipality of Anchorage
Development Services Department _ _•_,
Building Safety Division �- ', T
On -Site Water & Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SWO80051 PID Number: 015-301-54
Name'
COLONY BUILDERS
Wastewater System: ■ New ❑ Upgrade
Y P9
Address:
9420 VANGUARD DRIVE a ANCHORAGE, AK
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 345-0371 5
ODeep Trench ■Shallow Trench OBed OLtound aOther
LEGAL DESCRIPTION
SW Rama:
0.8
7aa Dam both edgiest o,eef:
GPD/$4. FL
5 FEET MAX FL
Block: Lot: subdivision:
Depth to pipe bottom from cr4grade:
Deno.., depth benw h pry•:
1 6 CROSS VIEW ESTATES
2.52/2.45 rt
2.11/2.22 n
Township: Range: Section:
rA ~ obove «lsinol greet:
Gravel I.vh:
— — —
SEE DWG. FL
160 (2 ® 80) FL
WELL: ■ New ❑ Upgrade
Gravel w n 5/5
2 of Inee:
w e«e 15 «a
FLS
FL
Cbewfcobon Pdvals, 0,11,c):
PRIVATE
Total Depth:Coeur
181
To:
181
Total abewptlon ens:
1143
Pipe malerlol:
D 3034/ F-810
rL
w. FL
DNer:
ALPINE DRILLING
Dle Drwed:
6/10/08
staaa woler LevN:
1 145
MOINr:
RED DOG MASONRY
Dole eMtaw
9/10-12/2008
,,,
Yeud:
50
pernp set Y:eng
177
Hht eaove around:
asi"2
TANK
C„
�,
FL
SEPARATION
DISTANCES
■Septic 0Holding 0S.T.E.P. 0Other*
io
Septic
Tank
Absorption
Feld
Lift
Station
Holding
Tank
Public/Private
So.sr Lines
Mon~~
ANCHORAGE TANK
DPaady kn galkee:
1500
From
well
too'+
100'+
—
—
25'+
: STEEL
wnb.r wrnparin,ente:2
Surface Water
100'+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
10'+
—
—
—
Size M gwkvw:
lbnuloctum
Foundation
5'+
10'+
—
—
—
Limp en 4vN OL
Limp off
ter storm al:
Curtain Drain
NONE KNOWN
Gump valet «lnda Inepectiane perfo W.
Remarks:
BENCH MARK
L«elwn and D«rlphoa:
BOTTOM OF TRIM ® NORTHWEST CORNER OF
HOUSE
NewnM ENvolon:
100.00
rt
,,I
GEG, Ltd.
Inspections performed by: Dates: 1st 9/10/2009
ENGINEER EAL
0o p�-
2nd 9/11/2008
=� 0
•.. . 5%�0
3rd 9/12/2008
oP��
Development Services Department Approval'?:
-
Conditional approval: Date:
�•• ••••• ••••••..
O f re . Go ess! 0
QOM •. CE 795 :p
Profossiv c��v
��
Reviewed and approved by: Dote:11 �
p'
1400000
4=
1 60
PERMITNUMBER: AS DRAWING PARCEL ID NUMBER:
SW0
SW080051 015-301-54
I
I
I
I I
I
A I R
FCO
40.47
16.26
STI
41.69
35.09
ST2
44.26
45.08
DBLI
45.83
48.45
DBL2
46.65
50.52
FS
88.25
110.89
COI
ARI
67.10
68.74
109.02
106.32
CO2
83.73
125.53
Mfg
85.41
123.15
CO3
112.95
116.06
MT3
107.13 112.96
C04
121.43 129.21
Arts
116.20
126.61
♦ THI3
1
NEW 1500 GALLON
SEPTIC TANK—
�1 //4/pCROSS
VIEW ESTATES;
7, BLOCK 1
ACANT)
TH151WILL
9,�/
REQUIRE AN SITE
ADVANCED
TREAMTENT SYSTEM
TH12� �/ A /
/ I
T
CROSS NEW ESTATES; I�1 /
LOT 5, BLOCK 1 I /
GARNESS ENGINEERING GROUP, Ltd.
• - • CONSULTANTS E GENERAL CONTRACTORS --
3AI C TAM NO 4Il[ 101 • MIfl10MGG MI "007 • n (00TW7- i" • IN (007)330-]7" , ASGL Owgwn,�wgYrr`q.srn
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
COLONY BUILDERS 345-0371 1 2 OF 3
LEGAL. DESCRIPTION:
CROSS VIEW ESTATES, LOT 6, BLOCK 1
TYPE OF WORK:
AS -BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM
A.J.G.
10/28/20[_
/
W
C_
0
W
C7
W
2E
1
EXISTING
S BEDROOM
•.:
•�
FCO
HOUSE '' >•.:
;.. !4.'..
_
100• WELL RADIUS
1
T
CROSS NEW ESTATES; I�1 /
LOT 5, BLOCK 1 I /
GARNESS ENGINEERING GROUP, Ltd.
• - • CONSULTANTS E GENERAL CONTRACTORS --
3AI C TAM NO 4Il[ 101 • MIfl10MGG MI "007 • n (00TW7- i" • IN (007)330-]7" , ASGL Owgwn,�wgYrr`q.srn
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
COLONY BUILDERS 345-0371 1 2 OF 3
LEGAL. DESCRIPTION:
CROSS VIEW ESTATES, LOT 6, BLOCK 1
TYPE OF WORK:
AS -BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM
A.J.G.
10/28/20[_
/
W
C_
0
W
C7
W
2E
PERMITNUMBER: AS—BUILT DRAWING PARCEL ID NUMBER:
SWO -
SW080051 015-301-54
FINAL GRADE . 96.20-96.33
TOP OF TANK STT ST2
AT INLET . 91.83 TOP OF TANK
R___,,/ATOUTLET . 91.79
NEW 1500 GALLON
INVERT OF BUNG SEPTIC TANK
AT INLET . 91.20 INVERT OF BUNG
AT OUTLET . 90.99
WEST TRENCH
FINAL GRADE .
91.96-92.00
-FILTER FABRIC
ORIGINAL OR
r
ORIGINAL GRADE - 92.24
91.05
INVERT OF PIPE INVERT OF
88.20 . e9 A
N'�-BOTiO= 8OF 8.09 EN BOTTOM
TRENCH.24
1 Q,OJ
EAST TRENCH
FINAL GRADE .
93.26-93.50
r -FILTER FABRIC
RELATIVE ELEVATION OF BOTTOM OF RELATIVE ELEVATION OF BOTTOM OF
TEST HOLE . 76.05 (WATER O 79.75) TEST HOLE 77.24 (WATER O 80.94)
GARNESS ENGINEERING GROUP, Ltd.
-
.1 - 1 CONSULTANTS E GENERAL CONTRACTORS �.. Q • • • . . ..... ..... .......
»oi L TAall ww curt lol • AMbgA,Gr, A[ 4aor • n9r< (00))JJ)MIA •IAT (NIlj11AJ]M , �mH[:...
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: . ....... ............
COLONY BUILDERS 345-0371 3 OF 3 OQ v re arness.:
LEGAL DESCRIPTION: DRAWN BY: QO° . CE— 953
CROSS VIEW ESTATES, LOT 6, BLOCK1 A.J.G. ' •5.2.9/
TYPE OF WORK: DATE: 400O4Op�Oo
PROFILE DRAWING OF NEW SEPTIC SYSTEM 10/28/2008
ALPINE DRILLING & ENTERPRISES
Permit Number: ##SW 0051 Date of Issue:
Date Started: 10-08 6 0 parcel Identification'flcatiIdentification'Number:�15 301.54
Date Completed: 6-1 08
Legal Description: --� — Is well located et approved permit location? ® Yes Ll No
Property O
Cross ViewEstetes l r IL 8Owner Name &Address: Colony Builders
9420 Vanguard Drive
Borehole Data:
50il7ype. Thickness �t Water State
De th ft
From �o
Method of Drilling ®ail rotary cable tool
stick-up
Casing type: feel
Sift
0
2
Wall Thickness: � inches
silty gravel
?
10
Diameter: ¢Inches Depth: f81 feet
10
33
Liner Type:
s,7tygrovel
33
77
Diameter. Inches Depth: feet
sandy silt .
77
109
Casing Stickup above ground: 2 feet
gravelly silt
109
121
Static water level (from ground level): 14' cet
slltygravo!
121
154
Pumping level: 180 after
silt
2 hours pumping jQ epm
Water sand& gravel
154
175
Recovery Rate: §0 gpm
175
181
bfetbod of Testing: irll#t
Well Intake Opening Type:
® Open End ❑ Open Hole
❑ Screened Startfeet Stopped feet
❑ Perforations Start feet Stopped feet
Grout Type: bentmtlte pronuTe� Volume: 2
Depth: Start 0 feet Stopped? feet
Pnmp: Intake Depth feet
Well Disinfected Upon Completion? ®'Yes ❑ No
Method of Disinfection: Chlorine tnhtale
Comments:
Well Driller: Alpine DrXing 8 Enterprises
P.O. Box 110496
Anchorage, AK99511-0496
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
owner or the well driller shall provide a well log to the Development Services Department within 60 days of completion.
z'ci 4e6'J-SiE-LOE Fuo103 WU8C:6 8002 i1 200
.�.
Development Services Department
Building Safety Division
^�*
On -Site Water do Wastewater Program
4700 Elmore Street
P.O. Box 196650 °
Mark Begich
Anchorage, AK 99519-6650 e • `•'
Mayor
www.muni.ora/onsite
(907)343-7904
Pump Installation Log
Well Drilling Permit Number:
SNY_ Date of Issue:
Parcel Identification Number:
Replacement Only: YES NO
Legal Description
Property Owner Name & Address:
Lot 6, Block 1 Crossview Estates
Colony Builders
Installation Date: 8-07-08
Pump Intake Depth Below Top of Well Casing: 177 feet
Pump Manufacturer's Name: Grundjos
Pump ]Yodel: 15SQE10-250
Pump Size I hp
Pitless Adapter Burial Depth: 11 feet
Pitless Adapter Manufacturer's Name: Campbel B-10
Pitless Adapter Installer: N/A
Well Disinfected Upon Completion? ® Yes ❑ No
Method of Disinfection: Recire
Comments:
Pump Installer Name: Aarow Pump & Well Service LLC
907-346-9355
Anchorage, AK 99516
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 6 Wastewater Program 1 0j 0
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650 0 I `p t I�p � e
q L( 0 �f
(907) 343-7904 V I 19.
ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT 19
Initial
Permit Number: SWO80051
Legal Description: CROSS VIEW ESTATES BLOCK 1 LOT 6
Design Engineer: 0855 GARNESS ENGINEERING GROUF
Owner Name: COLONY BUILDERS
Owner Address: 9420 VANGUARD DRIVE
ANCHORAGE. AK 99507 -
Date Issued: May 16, 2008
Expiration Date: May 16, 2009
Parcel ID: 015-301-54
Site Address: 5147 HERITAGE HEIGHTS DRIVE
Lot Size: 43857 SO. FT.
Total Bedrooms: 6 Permit Bedrooms: 6
This permit is for the construction of:
Disposal Field 0 Septic Tank Holding Tank ❑ Privy Private Well ❑ Water Storage
All construction must be in accordance with:
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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
A. This is a revised design.
Received By: ✓ 1
Issued
Date: �l J
Date:
10 IJ
GARNESS ENGINEERING GROUP, Ltd.
- .- -- CONSULTANTS & GENERAL CONTRACTORS ._. -
July 28, 2008
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Proposed Redesign of Septic System for Cross View Estates; Lot 6, Block. 1,
To whom it may concern:
There was a previous permit issued for this property on 5/16/08 (SW080051) for a well and septic
installation. Per the contractor's request, we re -designed it from an advanced treatment system to a
conventional system. The proposed 6 bedroom house is to be served by a private well and septic system.
We are proposing to install a 2000 gallon S.T.E.P. tank and dual 5 -wide trench type drainfields. Two
additional test holes were excavated on the property. The drainfield will be designed around the 30 foot
radius of theses test holes. Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAT\FIELD DESIGN: See 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 design drawing the average topography below the
drainfield is a 5 percent slope running approximately southeast to northwest.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any qu%tions, please contact us at 337-6179. Thank you for your assistance.
M.S.
NOTE: Attached is a site plan drawing, a design drawing, one soil log, which are all part ofthe design packagefor
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.gamessengincering.com
NUMBER OF BEDROOMS: 6
GALLONS PER DAY (CPD): 900
PERCOLATION RATE/S: 5.15 h 12
PROPOSED APPLICATION RATE: 0.8
MINIMUM DRAINFIELD SO.FT.: 1125
MAXIMUM DEPTH: 5 FEET
WIDTH: 5 FEET
LENGTH: 160 (2 O 80) FEET
M.O.A. APPROVED SAND FILTER: N/A
EFFECTIVE: 2 FEET
REDUCTION FACTOR: 0.70
ACTUAL SO.FT.: 1113
t 5x'SLOpE PROPOSED
I I �
IITH,
A
WELL DRILLER. CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
CROSS VIEW ESTATES;
\ O � LOT (VA BLOCK 1
CANTQQ.
5z SLOpE \ I
DRAINFIELD f l \
TH/519
1
ALTERNATE
ITE
�R WILL
REA ENTSSYSTEME
15z sLop
L — .i __ / x sl _
I / / TM"
U PROPOSED 2000
GALLON S.T.E.P. TANK
5� op
TN/1
NOTE: THE CONTRACTOR SHALL
HAVE ALL WELL RADII FLAGGED
I I BY A REGISTERED LAND
SURVEYOR PRIOR TO
M CONSTRUCTION.
i r— -- — — i
CROSS NEW ESTATES; II
LOT 5. BLOCK 1
�1
PROPOSED
8 BEDROOM
/ HOUSE F I
II
GARNESS ENGINE ERING GROUP, Ltd.
-•+ CONSULTANTS d GENERAL CONTRACTORS
3MI L TAM II0.0. YRC 101 • MAMp1CL Mf M001 • II,Y( (yp))yllyl» •IMI (101i1L-]]N • A91L w-qan,--yn,..yy�,
PREPARED FOR: PHONE NUMBER: PACfNR
:
COLONY BUILDERS 345-0371 LEGAL DESCRIPTION: BY:CROSS VIEW ESTATES, LOT 6, BLOCK 1 M.TYPE OF WORK: PROPOSED WELL AND SEPTIC SYSTEM DESIGN 28/200
OIN
1 - 10
OF
�oaoo 04
9�+
/ . ...........
�. .. .. ....
J Y ness.:
CE -7953 eG
THE DISTRIBUTION LINES ARE TO BE 1.23 INCH PVC WITH 1/4 INCH
HOLES SPACED EVERY S FEET (15 HOLES PER LATERAL/30 HOLES TOTAL)
wr
Lo UT LIT o
UNE FROM
TANK
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 6 GENERAL CONTRACTORS
]01 L T.OLN IUIO, 1111[ 101 •ylblp{ YI KU) . ,Ilp,[ (p»1y1T . IAf �_•
PREPARED FOR:
PHONE NUMBER: PAGE NUMBER:
COLONY BUILDERS 345-0371 3 OF 3
LEGAL DESCRIPTION:
CROSS VIEW ESTATES, LOT 6, BLOCK 1 DRAWN BY:
K.D.M.
,TYPE OF WORK: DATE.
PROFILE DRAWING 7/28/20
(R. 01M
•.i71f/Lp9 rness.
C 799Y Q ;�
DO "\V••
GARNESS o NGINEERING GROUP, Ltd
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: CROSS NEW ESTATES; BLOCK 1 LOT 6
PERFORMED FOR: COLONY BUILDERS
DEPTH
(feet) y==� ORGANICS
1 TEST HOLE 3
-OAM SOIL
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
07 19/08
� -
12:08
-
6"
111111111
ML
2
GM
30
CL
5 1/2"
GC
Fir' IT Till
OL
0
SWMH
ISM IIIIIIII
4
5
1:09
1:10
//%CH
6-
1/20
_
OHSC
1:40
30
1/2"
5 1/2-
SM OR ML
M
DATE7/17/087/24/08
�Iwmmm®
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
07 19/08
1
12:08
-
6"
_
2
12:38
30
1/2-
5 1/2"
3
12:39
-
6"
_
4
5
1:09
1:10
30
-
6-
1/20
_
6
1:40
30
1/2"
5 1/2-
19� VQMLVLAIIUN KAIt 5.45 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 6 FT. AND 7 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED:
N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: DAVID GARNESS
COMMENTS:
PERFORMED BY CEG, Ltd. I. JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PERFO MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -712 8 O B
ti
GARNESS ENGINEERINGGROUP Ltd. !r0,
` •••� •• CONSULTANTS 3 GENERAL CONTRACTORS ..r"••••��•.••
�
101 L 11/DON MiYD, fUOC 101 •
w.[IOw44 Yc YY00) •NOK: YW )—U )Y , fwc: DO) —]]N • MfB50L yomr.rq�y.ryy..� • • • • • • • • • • • • • • • • •.....:...
SOIL LOG - PERCOLATION TEST i
LEGAL DESCRIPTION: CROSS VIEW ESTATES: BLOCK 1• LOT 6 �eJftty A.
PERFORMED FOR: COLONY BUILDERS DF
DEPTH
(feet) =3» ORGANICS/LOAM TEST
1 HOLE #4
1
SM OR ML
7
y •%• IZ.�.t
SME:
t• .too'
DATE
READING
CLOCK NET TIME
WATER LEVEL
NET DROP
•.
TIME (MINUTES)
lit 11111
(INCHES)
11.111!11
1
�//moi
6"
_
NNE
12:35 30
•
IIIIIIIII
12:36 —
6"
_
4
144.44...
4'.68,
•
1:08 —
6-
_
7
y •%• IZ.�.t
SME:
t• .too'
DATE
READING
CLOCK NET TIME
WATER LEVEL
NET DROP
TIME (MINUTES)
READING
(INCHES)
7 19 08
1
12:05 —
6"
_
2
12:35 30
2
3
12:36 —
6"
_
4
5
1:08 —
6-
_
6
1:38 30
3 1 2"
2 1 2"
PERCOLATION
RATE 12
(MIN./INCH) PERC.
HOLE DIA. 6
(INCHES)
TEST RUN BETWEEN 5FT.
AND 6FT.
A FOUR HOUR
PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: DAVID GARNESS
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 0 6
Municipality of Anchorage
• Development Services Department •'`'`
Building Safety Division';
�- On -Site Water and Wastewater Program °
4700 South Elmore St. " ° • `
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: GEG
Legal description: Cross View Estates,• Block 1 Lot 6
®Permit ❑C.O.S.A. ❑Inspection Report
The attached paperwork has been reviewed and is being returned for the following reasons:
FYI: A design revision was submitted for permit SW080051, which is currently open. The following
comments are in regards to the design revision.
1. Septic Tank — Pump Out Distance and Depth: The septic tank appears to be greater than 100
feet (measured around the building) from the nearest edge of the driveway, and the ground
surface elevation at the driveway appears to be more than 11 feet higher than the bottom of the
septic tank. Please substantiate the proposed septic tank pump out distance and depth in
accordance with AMC 15.65.050 G. SLc P4,,;kd A.,..Af ,p I,,,,1c 100,4 ' ft
Name of reviewer: Jay
Date: 7/30/08
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water &Wastewater Program
4700 Bragaw St.
P.O. Box 196650
Anchorage, AK 99519519 -6650 ,
www.ci.anchorage.ak.us
(907) 343-7904
1 fV.SH' ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 015' Jt71- 5'
Property owner(s) COLONY BUILDERS Day phone 345-0371
Mailing address 9420 VANGUARD DRIVE * ANCHORAGE, AK
Site address 1510q 1 ' Zip Code 99507
Legal description (Sub'd, Block & Lot ) CROSS VIEW ESTATES,OT 6. BLOCK 1
Legal description (Township, Section & Range) N/A
Lot Size 143, '0577- Sq.Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
Number of Bedrooms 6
THIS APPLICATION IS AN:
Initial
Upgrade
❑
Renewal
❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
Permit/Rush Fees: 'A (<i 3S • u0
Date of Payment:�C. IJ v8
Receipt Number:
(Rev. 11/05)
ru5►, /�
Waiver Fees:_17 S- oc� K vS
Date of Payment: S/ �/a X
Receipt Number: 10 "/ / S
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS 1- 1 --r-'? _r:
May 6, 2008
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Dragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Proposed Well and Septic System for Cross View Estates; Lot 6, Block 1,
To whom it may concern:
The proposed 6 bedroom house is to be served by a private well and septic system. We are proposing to
install a 2000 gallon S.T.E.P. tank with Quanics controls, 1050 Aerocell pod, and a bed type drainfield.
Three test holes were excavated on the property. The drainfield will be designed around the 30 foot
radius of these test holes. Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the
percolation test results. It is our belief that the high groungwater readings are caused by large amounts of
snow melt runoff.
2. DRAINFIELD DESIGN: See 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 design drawing the average topography below the
drainfield is a 5 percent slope running approximately southeast to northwest.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any Aquestions, please contact us at 337-6179. Thank you for your assistance.
P.E., M.S.
Attached is a sire plan drawing, a design drawing, one soil log, which are aU part of the design package for
tic system. (Contact C.E.G. Ltd. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179 0 Fax: (907) 338-3246' Website: www.gamcssenginccring.coni
.,...
G A R1\LS ? V'_• S ENGINEERING GROUP, Ltd. o���' 4 vl
CONSULTANTS 3 GENERAL CONTRACTORS------- :. ... ..... ... .........
JM, E TAM ROW. LII[ 101 N,}tl,W:(, AK Nb1 Aq,( (w7)s"-fin • 1UI 007)110-0}H
PREPARED FOR: PHONE NUMBER: PACE NUMBER: .• •• • . ........ .........
COLONY BUILDERS 907-345-0371 1 OF 3 Q p '• Y G nese.
LEGAL DESCRIPTION: DRAWN BY: QO a CE 79 3 �, .• Fo
CROSS VIEW ESTATES, LOT 6, BLOCK 1 K.D.M.�Q �9c
TYPE OF WORK: DAT ��dp�ofeaslo�°oo
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 5/6/2008 �DOO000��
OSS VIEW ESTATES;
CRLOT
8, BLOCK
BOREAUS, LOT 1
I
II (VACANT)
r,
—'-� CROSS VIEW ESTATES;
\ LOT 9. BLOCK 1
\ (VACANT)
.---
...CZE
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• /
TALUS
WEST,
LOT 1, BLOCK 1
Ps
CRLOT VIEW
EST7.ATEP;
BLOCK
(VACANT)
/PROPOSED WEL,,I
1I
-Ids
II I I
'
11 I CROSS NEW ESTATES;
PROPMku SEPTIC SYSTEM I
LOT 54, BLOCK 1
(VACANT)
TALUS WEST;
LOT 1.3. BLOCK 2/
1
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TH/2 `-•
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11 PROPOSED I
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LOTCROSS 55. BLOCK 1MEW
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DO• WELL RADIUS I
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III CROSS VIEW ESTATES; I
,i LOT 4, BLOCK 1 I
LL LJ
2
I I
I I A'* - 100'
.,...
G A R1\LS ? V'_• S ENGINEERING GROUP, Ltd. o���' 4 vl
CONSULTANTS 3 GENERAL CONTRACTORS------- :. ... ..... ... .........
JM, E TAM ROW. LII[ 101 N,}tl,W:(, AK Nb1 Aq,( (w7)s"-fin • 1UI 007)110-0}H
PREPARED FOR: PHONE NUMBER: PACE NUMBER: .• •• • . ........ .........
COLONY BUILDERS 907-345-0371 1 OF 3 Q p '• Y G nese.
LEGAL DESCRIPTION: DRAWN BY: QO a CE 79 3 �, .• Fo
CROSS VIEW ESTATES, LOT 6, BLOCK 1 K.D.M.�Q �9c
TYPE OF WORK: DAT ��dp�ofeaslo�°oo
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 5/6/2008 �DOO000��
NUMBER OF BEDROOMS: 6
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CROSS VIEW ESTA
LOT 7, BLOCK
GALLONS PER DAY (CPD): 900
CONTACT CEG. BY PROCEEDING FORWARD
(VACANT)
PERCOLATION RATE/S: 5 @ 120 MIN./INCH
I
WITH THIS INSTALLATION, THE ENGINEER,
PROPOSED APPLICATION RATE: 1.0
ALTERNATE SITE—,,,,/'1050
WELL DRILLER. CONTRACTOR AND
MINIMUM DRAINFlELD SO.: 900 .R
PROPERTY OWNER AGREE THAT THEY
Jy
9�
HAVE READ THESE SPECIFICATIONS AND
PT
nn�.+irir. I "I.—
_ _
AGREE TO ACCEPT THE TERMS AND
Y
MAXIMUM DEPTH: 1.5 FEET
WIDTH: 15 FEET
LENGTH: 60 FEET
M.O.A. APPROVED SAND FILTER: 2 FOOT
EFFECTIVE: 0.5 FEET
REDUCTION FACTOR: N/A
ACTUAL SO.FT.: 900 --5�LOPC
r —
GARNESS ENGINEERING GROUP, Ltd. �4i
- CONSULTANTS S GENERAL CONTRACTORS =+•�+•.- .. O•• ..:.. .. . ...... .....:...
JAI L T NWA TIII[ 101 • M20004L Mf MOOT . 00012 (00?)W) IN • FM (907)50 =" � �4w.wwmO�*4a
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ..
COLONY BUILDERS 345-0371 2 OF 3 �0 ey rness:
LEGAL DESCRIPTION: DRAWN BY: Q�p� CE 79 3 eG
CROSS VIEW ESTATES. LOT 61 BLOCK 1 K.D.M.
TYPE OF WORK: DATE: 4oO4Op�0oOoo
PROPOSED WELL AND SEPTIC SYSTEM DESIGN 5/6/2008
TH/519
I
PROP056D.ORAINFIELD
i
ALTERNATE SITE—,,,,/'1050
ANDY VALUE
AEROCELL UNIT
5; SLOPE
o
_ _
L
L/
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—
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y / AO
>
ED 200
SST 9
CALLONP E.P.
TANK
5_F`
/ PROPOSED
6 BEDROOM
HOUSE
TM,1
NOTE: THE CONTRACTOR SHALL
Ld
HAVE THE NORTH LOT LINE, ANDALL
WELL FLAGGED BY
GLAND
W
REGISTERED SURVEYORA
PRIOR TO CONSTRUCTION.
I
0
H
I
CROSS VIEW ESTATES;
LOT 5, BLOCK i
GARNESS ENGINEERING GROUP, Ltd. �4i
- CONSULTANTS S GENERAL CONTRACTORS =+•�+•.- .. O•• ..:.. .. . ...... .....:...
JAI L T NWA TIII[ 101 • M20004L Mf MOOT . 00012 (00?)W) IN • FM (907)50 =" � �4w.wwmO�*4a
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ..
COLONY BUILDERS 345-0371 2 OF 3 �0 ey rness:
LEGAL DESCRIPTION: DRAWN BY: Q�p� CE 79 3 eG
CROSS VIEW ESTATES. LOT 61 BLOCK 1 K.D.M.
TYPE OF WORK: DATE: 4oO4Op�0oOoo
PROPOSED WELL AND SEPTIC SYSTEM DESIGN 5/6/2008
MO�r+D
3:1 SLOPES'ARE TO BE
TOPSOILED AND SEEDED
x,14
2+ FEET OF AICA
APPROVED SAND
FILTER
INSULATION
—FILTER FABRIC
GRADE
�PE'$
Kcmvv e
CAM O a q L cS
J.
GARNESS ENGINEERING GROUP, Ltd. °�I 4 !y�l
CONSULTANTS 3IeGnwE�N�ERAL CONTRACTORS . ... ... ........
MI L IIOM A0.0, AIR 101 • ANCHDI L M N!0> • I.�K ,N'/•••••�iT •IAV (YOI�IM�VN • MVAT. �..gv�prpawn
PREPARED FOR:PHONE NUMBER: PAGE NUMBER: •• ....... ........
COLONY BUILDERS 345-0371 3 OF 4 Q ., f ey .Gar ess:
LEGAL DESCRIPTION: DRAWN BY: Q °y,. CE eG
CROSS VIEW ESTATES. LOT 6. BLOCK 1 K.D.M. ��n _ ' Sllo 9.6.--&
TYPE OF WORK:
PROFILE DRAWING
5/6/2008
i
x
a
RAWN 6Y:
4/23/2008 K.D.M.
CAL DESCRIPTION:
CROSS VIEW ESTAES, LOT 6. BLOCK 1
PE OF WORK:
DESIGN OF QUANICS AEROCELL SYSTEM
SPARED FOR:
COLONY BUILDERS PN;
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS &GENERAL CONTTACTOF9
asp c .es m �rt .r, uoo+c a aar wa.c I.e.l arw,ame ro» u ar . vrt.��....
ACE:
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GARNESS o NGINEERING GROUP, Ltd`- 9 y p
+p 0101 L IUDCII PYD. SUM 101 • A KWR90% M 99507 • 111019. [907)337-5172 • !9X (W)005-32" • WEBWL owrw• •ip�.
SOIL LOG - PERCOLATION TESTQ
LEGAL DESCRIPTION: CROSS VIEW ESTATES, LOT 6, BLOCK 1 o••. t A. Ga nesse
e
PERFORMED FOR: COLONY BUILDERS DATE: 5/I/2008 'O rs e , C�
.105 I05
�0Profess.
•' �GdO
DEPTH dProfess.1\0\
(feet) LOAM TEST HOLE 1 �pp0000to
SOIL CLASSIFICATIONS
2
'`.d.`o GW - ORG
3 GP ML
GM CL
4 GC OL
°9 •°• o SW MH
5
• : SP CH
SM OH O HOUSE
6 Sc w-+
7 DEPTH TO
8
SM/ML
9 HEAVY SEEPS AT 7'
10
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11
12
13
14—
15
16
17 S
B.O.H.
18
PERCOLATION RATE - (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN - FT. AND - FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES [:1 NO
SOILS LOGGED BY: KYLE MAUS PERCOLATION TEST PERFORMED BY:
COMMENTS: 20+ INCHES OF SNOWFALL ON APRIL 26TH
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ER ORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 0 9
GROUNDWATER
EO
DATE
DRY
5/1/2008
4'
5/5/2008
4'
5/8/2008
1
(MINUTES) READING
(INCHES)
vNN�E
R pv
VR 8 NGN
�0 SN
TH/s19�
Q
TH/7y
1
PROPOSED �
II 6 6EDROOAI
II r
TH/1 r
W
I
11 1
D
i
�
Z
,1 1
TIME
(MINUTES) READING
(INCHES)
vNN�E
R pv
VR 8 NGN
�0 SN
GARNESS ENGINEERING GROUP, Ltd.
-- CONSULTANTS 3 GENERAL CONTRACTORS ••K-�^--•-^•••--�-••--�
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: CROSS NEW ESTATES, LOT 6, BLOCK 1
PERFORMED FOR: BILL TAYLOR D�
DE
(f
LOAM
SM/ML
HEAVY SEEPS AT 7'
TEST HOLE
DEPTH TO
GROUNDWATER
DATE
DRY
5/1/2008
•4'
5/5/2008
$4'
5/8/2008
6-
—
I
5:06
IIIIIIIII
0"
6-
3
TH14
—
Q
i, PROPOSED
4
Oli
6 BEDROOM Pi
HOUSE /
0"
6-
5
5:36
IIIIIIIII
TH%I 1
—
_
:1 I a l
IL - - -------------�--------- -s 1-
i - l
9��y/��i
0"
1I1YYY/
I�I��Ii
'YNB.
•
#AM
DEPTH TO
GROUNDWATER
DATE
DRY
5/1/2008
•4'
5/5/2008
$4'
5/8/2008
6-
—
DATE READING
,
NET TIME
(MINUTES)
WATER LEVEL
READING
1
5/5/2008 1
4:36
i� TH1518+
6-
—
I
5:06
30
0"
6-
3
TH14
—
Q
i, PROPOSED
4
Oli
6 BEDROOM Pi
HOUSE /
0"
6-
5
5:36
—
TH%I 1
—
LLI
C9
:1 I a l
IL - - -------------�--------- -s 1-
i - l
30
0"
6 -
,
m
---
I 1
i'
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/5/2008 1
4:36
—
6-
—
2
5:06
30
0"
6-
3
5:06
—
6-
—
4
5:36
30
0"
6-
5
5:36
—
6-
—
6
6:06
30
0"
6 -
PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 1.5 FT. AND 2.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO
SOILS LOGGED BY: KYLE MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS
COMMENTS: *PROBABLY DUE TO SURFACE WATER INTRUSION FROM SNOW MELT
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERfORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 8 0
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION:
HERITAGE HILLS SUBDNISION /1; TRACT C&O
PERFORMED FOR:
PROFESSIONAL TECHNICAL SERVICES
DEPTH
(feet)
1
____
ORGANICS
TH 7 PTS 519
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
DATE
DRY
8/31/2005
DRY
9/19/2005
y'
'
1:50
IIIIIIIII
11141
—
%////.
/_%
30
5 3/4"
HNH
•
R.
2:20
—
11111111!
—
4
2:50
30
111111
1/4"
�.�� •
2:50
—
6'
DEPTH TO
GROUNDWATER
DATE
DRY
8/31/2005
DRY
9/19/2005
y'
5/s/A
1:50
—
LOT
SEE ATTACHED
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
9/2/05
1
1:50
—
6'
—
2
2:20
30
5 3/4"
1/4'
3
2:20
—
6'
—
4
2:50
30
5 3/4'
1/4"
5
2:50
—
6'
—
6
3:20
30
5 3/4-
1/4'
19 I I PERCOLATION RATE 0120 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
�_JII TEST RUN BETWEEN 5 FT. AND 6 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS: ' WILL REQUIRE ADVANCED WASTEWATER TREATMENT SYSTEM
PERFORMED BY GEC, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORM IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
rt
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
AND VAI T"(W
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
Day of of 2W- , by and between �� �G{M L6Y ,
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Memorandum of Understanding agree as follows:
1. ADVANCED WASTEWATER TREATMENT SYSTEAiS. Municipality
grants permission to Owner to utilize and operate an Advanced Wastewater
Treatment System (AW WTS), described as OU r hl t� S 1"D I atled
at rnross V l P Ab t -:,,5T 'f�- _P) I LW Anchorage, Alaska.
2. Definitions.
A. 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. Prior to
performing any alterations to an AW WTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On -Site Systems Approval. 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 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.
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. 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 AW WTS to continue to
perform as designed.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AW WTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. Fee. Owner shall pay to Municipality an annual fee of �r✓12 ( J
($*.00), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AW WTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of On -Site approval is issued to
the new owner or transferee of the property.
5. Alterations Installation and Removal of Additional Equipment. Owner agrees
not to make any alterations, removal of parts or additions to the AWWTS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
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.
Further, Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terms and conditions contained in the Owner's AWWTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. The schedule of maintenance and repair contained in the Owner's AWWTS
Operating Permit is:
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the system.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AW WTS.
7. Nonwaiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions,
nor in any way effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such party thereafter to enforce each and every provision
hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties, with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Owner:
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding 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 Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
of the Memorandum of Understanding.
MUNICIPALITY:
By: By:
�/ _7 Title:
Date: '7 /) Date:
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
The 1oregoing instrument was acknowledged before me this 14tay of,
20Or ,by T2ijj2P.gv- ,the pw►
...
EM1VCW0:-=-1S111
:ory PubliC
N ARY PUBLI ORA ASKA NITH ZIEGLER
M ommisnf Alaska
sion expires: 'li0 -.piresA
. , ; :.Fres Aug. 1.2009
Municipality of Anchorage
Development Services Department - 0 �'•
Building Safety Division .,
On -Site Water & Wastewater Program
4700 Bragaw Street ( — t Ssu A -A 4E
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite i �-
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. d/S-- 3 01- -6Y COSA# 0803 R r
1. GENERAL INFORMATION Expiration Date: % - 6 - o q
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
CROSS VIEW ESTATES; BLOCK 1. LOT 6
5147 HERITAGE HEIGHTS DRIVE • ANCHORAGE. AK
COLONY BUILDERS Day phone 345-0371
9420 VANGUARD DRIVE • ANCHORAGE. AK 99507
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 5
3. TYPE OF WATER SUPPLY:
Individual Well
N
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
Day phone
Day phone
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
N
Individual Holding tank
❑
Community On-site
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the
information obtained from the Municipality of Anchorage (les and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd.
Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, Lt D. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily Idontiriable features. The operational life of all wells and
septic systems depend on the local soils condition, 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 the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party Is not authorized, nor will it confer any legal right whatsoever.
5.' DSD SIGNATURE
Approved for bedrooms.
Disapproved.
Conditional approval for bedrooms, with the illowing
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Phone 337-6179
Date/(./a F
@7
. jj4MV
y Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
.•
• ON-SITE
WATERAND ; R+=
• WASTEWATER : c
PROGRAM
, n� •....•'.ate',♦\
By:_azl';4� l� / — Original Certificate Date: 7 —
(Rev. 111M)
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program '
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519.6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: CROSS VIEW ESTATES; BLOCK 1, LOT 6 Parcel ID: D
A. WELL DATA
Well type MATE If A, B, or C provide PWSID# N A Well Log (YIN) YES
Date completed 6/10/08 Sanitary seal (YIN) YES Wires properly protected (YIN) YES
Total depth 181 ft. Cased to 181 ft. Casing height (above ground) 24+ in.
FROM WELL LOG AT INSPECTION
Date of test 6/10/08
Static water level 145 ft. N ft.
Well production 50 g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform _0 colonies/100 mL Nitrate 0.837mgJL Other bacteria 0 colonies/100 ml.
Arsenic: 0.155 ug./L. Date of sample: 3/26/09 Collected by: GEG Ltd.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL Date installed 9/10-12/08
Tank size 1500 gal. Number of Compartments E Cleanouts (YIN) YES
Foundation cleanout (YIN) YES Depression over tank (YIN)NO High water alarm (YIN) N/A
Date of pumping NEW Pumper C. ABSORPTION FIELD DATA BELOW FINAL GRADE ,
Date installed 9/10-12/08 Soil rating 0E20or ft'/bdrm) 0_8 System type DUAL TRENCHES
Length 160 (2 ® 80t, Width 5/5 ft. Gravel below pipe 2.11/2.22 ft.
"5.91 /
Total depth 6.26 ft. Eff. absorption area 1143 ft' Monitoring tube YES Depression over field NO
,
Date of adequacy test NEW Results (Pass/Fail) PASS For 5 bedrooms
Fluid depth In absorption field before test in. Water added gal. New depth =in.
Elapsed Time: = min. Final fluid depth= in. Absorption rate >= 750+ g.p.d,
Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date
D. LIFT STATION
Date installed Size in gallons
"Pump on" level at in. 'Pump off"
E. SEPARATION DISTANCES
Manhole/Access
water alarm level at in.
Cycles tested Meets alarm & circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100'+ On adjacent lots 100'+
Public sewer main N/A Public sewer manhole/cleanout N/A
Sewer /septic service line 25'+ Holding tank N/A
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main N/A Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 101+ Building foundation 10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
000-v- SO1 �
G. ENGINEER'S CERTIFICATION �� OF��q�p�
1 certify that I have determined through field inspections andre vo
review of Municipal records that the above systems are in 0"""' ' ""' ....... i ..
conformance with MOA COSA guidelines in effect on this . , ,
date. ff cmess.= 0
Engineers P/ril)j/ted Name JEFFREY A. GARNESS OQ o `, C 7 53 epi
Date 9 44°°pro ressiol O\
��400000� i i
COSA Fee S Waiver Fee $ '
Date of Payment Date of Payment
Receipt Number Receipt Number
(Rev. 11105) 1
ANALYTICA
GROUP
Gamess Engineering Group, Ltd.
Atm: Jody GE -G, Ltd.
3701 E Tudor Road, Suite 101
Anchorage, AK 99507
907-337-6179
Fax: 907-338-3246
Client Sample ID:
Cross View Est.
Sampling Location:
BI, L6
Client Project:
Private Well Testing
Sample Matrix:
Aqueous
COC #:
as
PWS#:
Residual Chlorine:
Comments:
Lab#: A0903251-0IA
SP-Analytica, Inc. -Anchorage
4307 Arctic Blvd.
Anchorage, AK 99503
Phone: 907-258-2155
Fax: 907-258-6634
Report Date:
4/32009
Receipt Date:
32620()9
Sample Date:
3262009
Sample Time:
1:30:OOPM
Collected By:
as
Flat Definitions:
MRL = Method Reporting Limit
MCL = Maximum Contaminant Limit
B = Present also in Method Blank
11= Exceeds Regulatory Limit
M = Matrix Interference
J= Estimated Value
D = Lost to Dilution
•' = RL higher than MCL; target not detected
TNC = Too Numerous to Count - result rejected
CF= Confluent Growth - result rejected
TCNG = Turbid Culture No Growth - rejected
Analysis Method Prep Prep Analysis
Parameter Result Units Flags MRL MCL Method Date Date Analyst
9223B -PA (Aqueous) - Coliforms in DW Test was conducted by. Analytica - Anchorage
E. Coli Pass PASS/FAIL 1.0 J 326/2019 326/2009 DL
Total Coliform Pass PASS/FAIL 1.0
Lab#: A0903251-0IB
32620093262009 DL
Analysis Method Prep Prep Analysts
Parameter Result Units Flags MRL MCL Method Date Date Analyst
4500-NO3E (Aqueous) - Nitrate+Nitrite pres Test was conducted by: Analytica - Anchorage
Nitrate -Nitrite as Nitrogen
Lab#: A0903251 -OIC
0.837 mg/L 0.10 JO 4/12009 4/12009 JQ
Analysis Method Prep Prep Analysis
Parameter Result Units Flags MRL MCL Method Date Date Analyst
Arsenic
0.155 ug/L 0.15
Page 3 of 3
Test was conducted by: Analytica - Thornton
JO 200.8 422009 422009 GY
\ Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.munl.org/onsit/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 1)15-201 -_5U COSA# n Son �
1. GENERAL INFORMATION Expiration Date: '�) ` 3 -- 0 4 -
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
CROSS VIEW ESTATES: BLOCK 1. LOT 6
5147 HERITAGE HEIGHTS DRIVE • ANCHORAGE. AK
COLONY BUILDERS Day phone 345-0371
9420 VANGUARD DRIVE + ANCHORAGE. AK 99507
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 5
Day phone
Day phone
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
Individual On-site
0
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the
Information obtained from the Municipality of Anchorage files and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179
Address 3701 E. TUDOR ROAD, SUITE 101 " ANCHORAGE, AK 99507
JEFFREY A. GARNESS, P.E. Date 1 Oil �O 103
Engineer's Printed Name ---r—
Engineers Comments:
In conducting this evaluation, GEG, LID. attempted to provide a thorough,
conscientious engineering analysis of the system In accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identirtablo features. The operational life of all wells and
septic systems depend on the local soils condition, 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 the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the sole benoflt of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authorized, nor will it confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for bedrooms.
Disapproved.
Conditional approval for bedrooms, with the flowing stipulations:
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
L" -
Arsenic Advisory
Maintenance Agreements
Supplemental Engineers Report
Nitrate Advisory Other
By: !'(/
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ONSITE •••'�Gi's
• WATER AND
WASTEWATER
PROGRAM ;
Original Certificate Date:IIt
\ Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water 8 Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
ZD
Legal Description: CROSS VIEW ESTATES; BLOCK 1, LOT 6 Parcel ID: D 17 SO/_ -:-' 7-
A. WELL DATA
Well type MATE If A, B, or C provide PWSID# N/A
Date completed 6/10/08 Sanitary seal (YIN) YES
Total depth 181 ft. Cased to 181 ft.
FROM WELL LOG
Date of test 6/10/08
Static water level 145 ft.
Well production 50 g.p.m.
WATER SAMPLE RESULTS:
Well Log (YIN) YES
Wires properly protected (YIN) YES
Casing height (above ground) 24+ in.
AT INSPECTION
g.p.m.
Coliform
U
colonies/100 ml.
Nitrate0•'I� 9 mg./L.
Other bacteria
colonies/100 mi.
Arsenic:
t) Q
ug./L.
Date of sample: 10/14/08
Collected by:
GEG Ltd.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL
Date installed 9/10-12/08
Tank size 1500 gal. Number of Compartments E Cleanouts (YIN) YES
Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alarm (YIN) N/A
Date of pumping NEW Pumper
C. ABSORPTION FIELD DATA BELOW rINAL GRADE
Date installed 9/10-12/08 Soil rating .p.d./ rft'/bdrm) 0_8 System type DUAL TRENCHES
Length 160 (2 ® 80kt. Width 5/5 ft. Gravel below pipe 2.11/2.22 ft.
*5.91/
Total depth 6.26 ft. Eff. absorption area 1143 ft' Monitoring tube YES Depression over field NO
Date of adequacy test NEW Results (Pass/Fail) PASS For 5 bedrooms
Fluid depth in absorption field before test= in. Water added=gal. New depth=in.
Elapsed Time: = min. Final fluid depth= in. Absorption rate >= 750+ g.p,d,
Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date —
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N
"Pump on" level at in. 'Pump off level High water alarm level at in.
Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100'+
Public sewer main N/A
Sewer /septic service line 25'+
On adjacent lots 100'+
Public sewer manhole/cleanout N/A
Holding tank N/A
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main
N/A Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line
10'+ Buildingfoundation 10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATIONCr� ":•••:
I certify that I have determined through field inspections andn
�e 9H y� Y.
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this , •.. • • • •,
date. QO '•.J fp
mess:'
Engineer's Printed Name JEFFREY A. GARNESS Q �J ' .•'`�`a
Date 1_y_��o�' 04�d Pro ressJ5 ON O..-- - 00
COSA Fee a rl 7. S O _ Waiver Fee $ _
Date of Payment10.1 3o/�(u 3 Date of Payment
Receipt Number �-'f t LD 53 Receipt Number.
(Rev. 11105)
M01
SGS ReEN
1085644001
Client Name
Garness Engineering Group, Ltd.
Printed Date rime
10292008
Project Name/N
Cross View Est L6,61
Collected Date/Time
15.17
10/142008 13:30
Client Sample ID
Cross View Est L6,61
Received Date/Time
10/152008 9:45
Matrix
Drinking Water
Technical Director
Stephen C. Ede
PN'SID
0
Sample Remarks:
Allowable Prep Analysis
Parameter
Results POL
Units Method Container ID
Limits
Date Date
Init
Metals by ICP/MS
Arsenic
ND 5.00
ug/L EP200.8 C
(<10)
1021/08 1022108
NRR
Waters Department
Total Nitratc/Nitritc-N 0.728 0.100
m8/L SM20 4500NO3-F 6
(<I0)
10/17/08
JDZ
Microbiology
Laboratory
Colony Count
0
col/100mL SN120 92226 A
(<200)
10/15/08
DLC
Total Coliform
0
coVIOOmL SN12092226 A
(<I)
10/15/08
DLC
Fecal Coliform
0
eol/IOOmL 5112092226 A
(<I)
10/15/08
DLC
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