HomeMy WebLinkAboutASPEN HIGHLANDS #3 BLK 3 LT 1Onsite File
Aspen
Highlands #3
Block 3
Lot 1
#017-013-85
AS-BUILT OF:
SCALE:
GRID No:
WORK ORDER No.
DRAWN:CHECKED:
DATE:
FB BOOK/PAGE:
EXCLUSION NOTES: It is the owners responsibility to determine
the existence of any easements, covenants, or restrictions which
do not appear on the Plat used for this survey. NOTE: Under no
circumstances should any data hereon be used for construction
or for the establishing of property lines.
Found Rebar
ZONING:
SURVEY CERTIFICATION: ARI has conducted a
physical survey of the subject property, the
improvements situated thereon are within the
property lines as shown.
(T.B.D.)To Be
Determined
1.Bearings and distances are record per referenced plat unless otherwise noted.
2.It is the responsibility of the person staking the location of the house to verify that the house location
does not encroach adjoining parcels, Rights-of Way, or MOA setback requirements.
Lot 1, Block 3, Aspen Highlands
Subdivision Unit No. 3,
Anchorage, Alaska
May 20, 2026 60'
MECB 2840 160/34
R6
PREPARED FOR:
Kevin Easley
1101'Ground
Elevation
Clean Out
Existing Well
ALASKA REMOTE IMAGING
Surveying Mapping Land Planning LIDAR
6239 B Street, Suite 201, Anchorage, Alaska 99518
(907) 519-0339 survey@alaskaremoteimaging.com
IMAGING
SURVEYING
DRAFTING
S U R V E Y I N G AL
A
S
K
A
Taylor Maxwell Moore
LS-14444
R
E
GISTEREDPROFESSIO N A L L A N D SU R
VEYOR
5/20/26
Job No. 22-102
Permit No: OSP211469
MmW Drilling, Inc.
♦ P.O. Box 110389 + Anchorage, AK 99511
♦ 907-345-4000
GROUNDWATER WELL LOG
Well Owner: Jeremy Mohs Use of Well: Domestic
Site Description: 12801 Midori Dr., Anchorage, Alaska
Legal Description. Lot 1, Block 3, Aspen Highlands Subdivision
Well Coordinates: Lat: 61.1047 Long:-149.7402
CONSTRUCTION
Drill Method:
Air rotary
Hole Size: 6"
Well Depth: 308'
Casing Material:
A53B steel
Casing Size: 6"
Wall: .250
Cased to: 43.37'
Well Completion:
Open end: X
Screen: Liner:
Perforated:
Method:
Screen/Perforation Description:
Grout Notes:
2 sacks (50#ea) of bentonite
Well Development:
Air surge
Well Disinfected:
yes F Method:
Chlorine bleach
Yield Test at 1.5
GPM for 1
hour(s) with 100% of drawdown (DD) from static level (SWL).
Method: Air lift
Static Water Level (SWL): 72'
Start Date:
8/8/22
Completion Date: 8/10/22
Test Pump Date:
n/a
Final Pump Install Date:
WELL LOG
Depth in feet from top
of casing.
Details of formations penetrated, size of material, color and miscellaneous details.
0 TO 2
................................................................................................................
Casin..... I ... Ig Stickup
.... I ......... I ...........2
TO 42
................ ............ I ........ I .................. .............................................
Gravel: silty, some clay, medium
.... I ......... I ........... I .......... I ............................................ ...........................................................42
Tp 308
.............. I .......................................... I .........................................................................
Bedrock: small water fractures from 182' to 225'
TO
........ ............. I ... I ......................TO ..................................................
............... ................ I ............... M'= .... DRILUMG ......... I'N'C ... 0 ............................... ......................................... I ............ I ................. ......... I ....................... I ............... I.... ............... I .....................
I
.................. .... .....................TO ..................................................
.................................... I ............... I ...... ... I R-0-8 ..... SOX ... 11"0389 .... ................................... ................... ....................................................................................... ... ............................ " ............. I .....................................................
................ I ............. _._T0
........ _...... _ .............._
ANCHQRAGE, A.LASKA.995i... 1.......................................................................................................................................................... ......................................._........ .
TO
TO
TO
WAYNE E. WESTBERG
............................................................................................................................................................ l ....... ...............................................................................................................................................................................................................
c
President, M-W DrElling, In........
...' ........ - ...... " .................................................................................
.�.....
.............,...___...._..................NfiVIfA-Cerfitied-MasterGroundwater-Gont�acto�........................................................._�......... _....................... _
_ ............................................TQ....._....._�_....._
_._..................._................................_Ak. Gen._Contr_lic_No 1000
TO
SGSi-
SGS Ref.#
1261513001
Client Name
M-W Drilling
Printed Date/Time
05/04/2026 16:56
Project Name/#
12801 Midori Drive
Collected Date/Time
04/27/2026 14:00
Client Sample ID
Sink
Received Date/Time
04/27/2026 15:35
Matrix
Drinking Water
Technical Director
Stephen C. Ede
Sample Remarks:
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date Init
Metals by ICP/MS
Arsenic ND 5.00
Waters Department
Total Nitrate/Nitrite-N 4.74 0.200
Microbiology Laboratory
E. Coli Negative I
Total Coliform Negative 1
ug/L
EP200.8
C
(<10)
04/29/26 04/30/26
HBL
mg/L
SM214500NO3-F
B
(<10)
05/01/26
DAT
IOOmL SM219223B A
IOOmL SM219223B A
04/27/26 M.A
04/27/26 M.A
M-W Drilling, Inc.
TEST PUMP REPORT
Sheet 1 of 1
Date: 4-27-26
Conducted by: Nick M-W Job #: 22-102
Owner: Kevin Easley
Address: 12801 Midori Drive, Anchorage, AK
Well Location:
Well Info: Total Depth: 308’ Depth of Casing: 43.37’ Casing Size: 6“
Screen Slot: Screen: From to Screen Diameter:
Remarks:
Pump Info: Make: FPS Model: 10FRD1P4-2W230 HP: 1 Volts: 230 Pump Diam: 3”
Test Info: Intake Depth: 297’ Water level meas.: Water Level Indicator
Pump on: Time: 11:30 Date: 4-27-26 Meter Reading:
Pump off: Time: 12:45 Date: 4-27-26 Meter Reading:
Static water level: 74’ Max. drawdown from SWL: 223’ Avg. discharge: 8 GPM
Remarks:
Time Water
Level
Flow
GPM Remarks
Time Water
Level
Flow
GPM Remarks Clock
Mins.
Elpsd Clock
Mins.
Elpsd
11:30 0 74.0 Turn pump on 12:46 1 296.7 -0- Start recovery
11:31 1 76.5 8 12:47 2 296.4 readings
11:32 2 79.2 8 12:48 3 296.2
11:33 3 82.7 8 12:49 4 295.9
11:34 4 86.3 8 12:50 5 295.7
11:35 5 88.8 8 12:51 6 295.4
11:36 6 92.0 8 12:52 7 295.1
11:37 7 94.5 8 12:53 8 294.9
11:38 8 98.3 8 12:54 9 294.6
11:39 9 100.6 8 12:55 10 294.4
11:40 10 102.8 8 13:00 15 293.1
11:45 15 118.7 8 13:05 20 291.8
11:50 20 134.2 8 13:10 25 290.5
11:55 25 148.1 8 13:15 30 289.2
12:00 30 165.4 8 13:25 40 286.6
12:05 35 178.8 8 13:35 50 284.1
12:10 40 194.1 8 13:45 60 281.4
12:15 45 208.5 8 14:45 120 265.8
12:20 50 224.2 8 15:45 180 250.2
12:25 55 238.7 8 16:45 240 234.42 End of test
12:30 60 254.6 8
12:35 65 268.9 8
12:40 70 283.5 8
12:45 75 297.0 8 At intake; pump off
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP211469
Work Type: WellSeptic Initial
Tax Code Number: 01701385000
Site Legal Address: ASPEN HIGHLANDS #3 BLK 3 LT 1 G:2840
Site Mailing Address: 12801 Midori DR, Anchorage
Owner: MOHS JEREMY
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
Effective Date:
Expiration Date:
�11�nr
f
� n
� n
Department
Lot Size in Sq Ft:
Total Bedrooms:
11/17/2021
11/17/2022
50481
Q Disposal Field 2 Septic Tank ❑ Holding Tank El Privy Q Private Well O Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received BW7'
Issued By:
a" -
Date: 11�/,'
Date: 1
4
U
IC
, 3 OF
ANCHORAGE
$' p a ^ y.
oz tet"—'rc =+ xr� �t.A
,. IR� {�
Development Services Departmen� r�
On -Site Water& Wastewater Section �'�- = Phone. 907-343-7904
Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 017-013-85
Property owner(s) Jeremy Mohs
Mailing address 12801 Midori Drive *Anchorage, AK
Site address 12801 Midori Drive *Anchorage, AK
Day phone 907-360-5962
Legal description (Sub'd., Block & Lot) Aspen Highlands #3; Block 3, Lot 1
Legal description (Township, Range & Section)
Lot Size Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN:
(N all that apply)
TYPE OF DWELLING:
Absorption Field 0 Initial ❑
Single Family (SF) Z
Septic Tank 0 Upgrade
pg ❑
(w/wo ADU)
Holding Tank El Renewal ❑
Duplex (D) El
Privy ❑
Multiple Dwellings ❑
(SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. 1 further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: (0 2-0 Waiver Fees:
Date of Payment: T 0 02 Date of Payment:
Receipt Number: Q a. a 51 Receipt Number:
Permit No. _�S /0 2 q Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211469, Rebecca Carroll, 11/17/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211469, Rebecca Carroll, 11/17/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211469, Rebecca Carroll, 11/17/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211469, Rebecca Carroll, 11/17/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211469, Rebecca Carroll, 11/17/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211469, Rebecca Carroll, 11/17/21
PROJECT CLIENT:
PROJECT NAME:
PROJECT NO.:
SAMPLE LOC.:
NUMBER/ DEPTH:
DESCRIPTION:
DATE RECEIVED:
TESTED BY:
REVIEWED BY:
100
90
80
70
60
50
ami 40
30
20
10
0
145
140
135
"' Z 130
125
120
115
0
NoRTHERN GEOTECHNICAL ENGINEERING, INC../ TERRA FIRMA TESTING
Jeremy Molts
12801 Midori -Drive
6036-21
TPI
S1/4-51
Poorly -graded sand w/ silt and
5/_20/2021
SPM
0,
%
0 GRAVEL 29.5
% SAND 63.2
% SILT/CLAY 7.3
% MOIST. CONTENT 9.3
USCS
USACOE FC
% PASS. 0.02 nim
% PASS. 0.002 mm
SP -SM
N/A
N/A
N/A
UNIFORMITY COEFFICIENT (C.)
26.7
COEFFICIENT OF GRADATION (C.)
1.0
PLASTICITY INDEX
ASTM D 1557 (uncorrected)
N/A
N/A
ASTM D4718 (corrected)
N/A
OPTIMUM MOIST. CONTENT. (corrected) N/A
-
PARTICLE SIZE ANALYSIS ASTM D7928/C136
U.S. SIEVE OPIN"'C; IN rNCIMS I U.S.SIEVENWaER, I IrfDROMETER
3 1.5 3/4 1/23M A 67A —
I
T --1j,
_—-
SIEVE
_SIZE (U.S.)
TOTAL % _SPECIFICATION
PASSING PASSING)
I I
t
DEGRADATION
152.40
LILL. 1 1
PLASTICITY INDEX
76.20
3"
N/A
38.10
1.5"
19-00
3/4"
61
12.70
1/2"
87
—0
3/8"
83
4.75
#4
71
71 E. -
FF,
54
HILILIF
#20
—1
0.43
#40
L
Lill
#60
18
0.15
_11 L
12
0.075
#200_
Lil L! J !_;t!!
1
[1-7, T
L5, � -'i"I
M,
1E :E1
100 10 1 0.1 0.01
GRAIN SIZE (mm)
COBBLES VEL SAND
c
GRAVEL SILT or CLAY
F e C."
Ouse Fine coarse I Medium z
MOISTURE -DENSITY RELATIONSHIP ASTM D 1557
SIEVE ANALYSIS RESULT
SIEVE
SIZE (mm)
_—-
SIEVE
_SIZE (U.S.)
TOTAL % _SPECIFICATION
PASSING PASSING)
N/A
DEGRADATION
152.40
6"
PLASTICITY INDEX
76.20
3"
N/A
38.10
1.5"
19-00
3/4"
61
12.70
1/2"
87
9.50
3/8"
83
4.75
#4
71
2.00
#10
54
0.85
#20
38
0.43
#40
25
0.25
#60
18
0.15
#100
12
0.075
#200_
7.3
0.001
HYDROMETER RESULT
tj
4 6 8 10 12 14 16
MOISTURE CONTENT (%)
oried herein have been performed to recognized industry standards, unless otherwise noted. No other warranty is made
interpretation or opinion be required, NGE-TFT will provide upon written request.
11301 Olive Lane - Anchorage, Alaska 99515 - Phone: 907-344-5934 - Fax: 907-344-5993 - wivivxge-oxom
—ELAPSED DIAMETER TOTAL %
TIME (MIN) PASSING
0
2
5
8
15
30
60
250 :1 1
HYDRAULIC COND.
(ASTM D2434)
N/A
DEGRADATION
(ATM T-313)
N/A
PLASTICITY INDEX
.ASTM 4318
N/A
_4
=F —F
—T-
1EI—F
tj
4 6 8 10 12 14 16
MOISTURE CONTENT (%)
oried herein have been performed to recognized industry standards, unless otherwise noted. No other warranty is made
interpretation or opinion be required, NGE-TFT will provide upon written request.
11301 Olive Lane - Anchorage, Alaska 99515 - Phone: 907-344-5934 - Fax: 907-344-5993 - wivivxge-oxom
—ELAPSED DIAMETER TOTAL %
TIME (MIN) PASSING
0
2
5
8
15
30
60
250 :1 1
HYDRAULIC COND.
(ASTM D2434)
N/A
DEGRADATION
(ATM T-313)
N/A
PLASTICITY INDEX
.ASTM 4318
N/A
or A
Municipality of Anchorage Aw Nrzcr's� �
Development Services Department
®
Building Safety Divisiono �9
p H
On -Site Water and Wastewater Program,`, o
4700 Elmore Road
P.O. Box 196650 Anchorage, AK 99507 , , ° °
°°
�tirv.ci.anchoraae.ak.us ° SHF,q
(907) 343-7904 -P-°° p4U RP Y o
Soils Lig m Percolation Test ��o ° cE,?a»>G"'�'�
Performed For: Jeremy Mohs
Legal Description: Aspen Highlands 1t3 Block 3 Lot 1
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
COMMENTS
Perc Test # 2
Topsoil/Silt
Sand with
gravel
Silt
Sand with
gravel
WAS GROUND WATER
ENCOUNTERED? NO
Date Performed: 5/20/21
Township, Range, Section: 12N, 3W, 25
S
Bottom Of IF YES, AT WHAT DEPTH? N/A L
Hole Depth to Water After 0
Monitoring? N/A P
E
Date: 5/20/21
Site Plan
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
5/20/21
2:25
6"
2:27
30 seconds
12.00"
6.00"
2:30
57 seconds
12.00"
6.00"
2:32
72 seconds
12.00"
6.00"
2:35
87 seconds
12.00"
6.00"
2:38
98 seconds
12.00"
6.00"
o�onnn
2:41
121 seconds
12.00"
6.00"
— ........ — --- v . v rtr(U NULt UTAMETER 4"
TEST RUN BETWEEN 5 FT AND 5.5 FT
PERFORMED BY: Shea Murphy I Shea Murphy
CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: May 20, 2021
NORTHERN GEOTECHNICAL ENGINEERING, INC. Z TERRA FIRMA TESTINL
PROJECT CLIENT:
Jeremy
PROJECT NAME:
1-2801 Midori Drive
PROJECT NO.:
6036-21
SAMPLE LOC.:
TP2
NUMBER/ DEPTH:
SF1 4 - 5'
DESCRIPTION:
Poorly --graded sand w/ silt
DATE RECEIVED:
5/20/2021
TESTED BY:
19.00
,REVIEWED BY:
SPM
100
90
80
70
r4 60
50
40
30
20-
10
0
145
140
(2.1
,e:f 135
E_
Z c" 130
125
120
115
0 0
% GRAVEL 14.5 USICS SP -SM
SG
% SAND 74.3 USACOE FC N/A
IL
% SILT/CLAY 11.2 % PASS. 0.02 mm N/A
CO
% MOIST. CONTENT 11.4 % PASS. 0.002 mm N/A
UNIFORMITY COEFFICIENT (C.)
TY C (Cu)
7
UNKNOWN
UNKNOWN
IE
COEFFICIENT OF GRADATION (C.
NT N (C.)
UNKNOWN
UNKNOWN
ASTM D1557 (uncorrected)
N/A
18 (corrected) (corrected)
N/A
OPTIMUM Moj�
OPTIMUM MOIST. CONTENT. (corrected)
3"
PARTICLE SIZE ANALYSIS ASTM D7928 / C136
U.S. ENL�'
SIEVE OPG IN tNCMS I U.S. SIEVE NMITIERS
3 1.5 3/4 l23 M 'Njn din
IuU 10 1 0.1
GRAIN SIZE (mm)
COBBLES G!tAWL I SAND
0.01
SILT or CLAY
MOISTURE -DENSITY RELATIONSHIP ASTM D 1557
SIEVE ANALYSIS RESULT
SIEVE
SIZE (MM)
ILU
TOTAL% SPECIFICATION
—PASSING (/. �PASIING)
N/A
DEGRADATION
152.40
61'
PLASTICITY INDEX
LLLLI
3"
N/A
38.10
1.5"
19.00
3/4"
100
12.70
L, L 1
94
g92
7
"71j
4.75
#4
Ll
11ij I 1 1
IM
711771
0.85
#20
43
0.43
#40
LLl_LL 1
0.25
#60
17
0.15
#100
14
0.075.. 1
#200 1
11.2
J
iL
11 L!
!M!
T
_LL!
IuU 10 1 0.1
GRAIN SIZE (mm)
COBBLES G!tAWL I SAND
0.01
SILT or CLAY
MOISTURE -DENSITY RELATIONSHIP ASTM D 1557
SIEVE ANALYSIS RESULT
SIEVE
SIZE (MM)
SIEVE
SIZE (U.S)
TOTAL% SPECIFICATION
—PASSING (/. �PASIING)
N/A
DEGRADATION
152.40
61'
PLASTICITY INDEX
76.20
3"
N/A
38.10
1.5"
19.00
3/4"
100
12.70
1/2"
94
g92
9.50
3/8"
4.75
#4
86
100
#10
72
0.85
#20
43
0.43
#40
234
0.25
#60
17
0.15
#100
14
0.075.. 1
#200 1
11.2
0.001
HYDROMETER RESULT
0 2
testing
4 6 8 10 12 14 16
MOISTURE CONTENT (%)
orted herein have been performed to recognized industry standards, unless otherwise noted. No other warranty is m,
interpretation or opinion be required, NGE-TFT will provide upon written request
11301 Olive Lane - Anchorage, Alaska 99515 - Phone: 907-344-5934 - Fax: 907-344-5993 - www.nge-O.coni
ELAPSED DIAMETER TOTAL %
TUMAME PASSING
0
1
2
8
15
30
60
250
1440
HYDRAULIC COND.
—7
(ASTM D2434)
N/A
DEGRADATION
(ATM T-313)
N/A
PLASTICITY INDEX
,ASTM 4318
N/A
J
0 2
testing
4 6 8 10 12 14 16
MOISTURE CONTENT (%)
orted herein have been performed to recognized industry standards, unless otherwise noted. No other warranty is m,
interpretation or opinion be required, NGE-TFT will provide upon written request
11301 Olive Lane - Anchorage, Alaska 99515 - Phone: 907-344-5934 - Fax: 907-344-5993 - www.nge-O.coni
ELAPSED DIAMETER TOTAL %
TUMAME PASSING
0
1
2
8
15
30
60
250
1440
HYDRAULIC COND.
(ASTM D2434)
N/A
DEGRADATION
(ATM T-313)
N/A
PLASTICITY INDEX
,ASTM 4318
N/A
MUNICIPALITY OF ANCHORAGE
Development Services Department F Phone: 907-343-7904
On -Site Water & Wastewater Section -- Fax: 907-343-7997
Septic System Owner -installer Agreement
The On-site Water and Wastewater Section (On-site) may issue an approval for a homeowner
to perform work on an on-site wastewater disposal system to serve that individual's owner -
occupied, single-family or duplex home if the homeowner meets and agrees to the following
requirements:
1. The property owner and excavation equipment operator may perform work on no more
than one owner -installation project in a 12 -month period.
2. Owner's projected active involvement with the installation:
I will be installing the system myself with help from a friend.
3. The name of the excavation equipment operator: Kice Malnerick
4. 1 agree that there will be no monetary compensation for installation services rendered.
5
The name of the inspecting engineer: David Garness
6. 1 agree to discuss the following items with the inspecting engineer:
a. Permit design criteria and specifications.
b. Inspection requirements set forth in AMC 15.65.070.
c. Advance notice given to the On-site Water & Wastewater Section for all required
municipal inspections (AMC 15.65.070A).
7. 1 agree to have the project -specific On-site Wastewater Disposal System Permit available
at the construction site for the duration of all related work.
& 1 agree that if the system is an advanced wastewater treatment system (AWWTS), I will
obtain additional installation instructions and approval from the equipment distributor.
As owner of (legal description)_ Aspen Highlands #3 LT 1
1 agree that the information above is true and accurate.
Owner's printed name: Jeremy Mohs
Owner's signature: - Date: to 2
Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519-6650 * www.muni.org