HomeMy WebLinkAboutT14N R2W SEC 12 LT 4T14N R2W
Sec . 12
Lot 4
#050-273-34
Municipality of Anchorage
Community Development Department Page 1 of 3
On -Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP121381 PID Number: 050-273-34 ❑✓ New ❑ Upgrade
Name:
Spinel] Homes, Inc.
ABSORPTION FIELD
❑ Deep Trench ❑✓ Shallow Trench Bed ❑Mound
❑ Other
Address
1900 W. Northern Lights Blvd., #200 Anch., AK 99517
Phone
Number of Bedrooms
6
Soil Rating
1.2 GPD/SF
Total depth from original grade
9 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
5 Ft.
Gravel depth beneath pipe
4.0Ft.
Subdivision Block Lot
4
Fill added above original grade
0-2 Ft.
Gravel length
76 Ft.
Township Range Section
14N 2W 12
Gravel width
5Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
From
Septic
Tank
Absorption
Field
Lift Station
Holding
Tank
Sewer
Line
Total absorption area
760 Fe
Number of trenches
Two
Dist. between trenches
i 10Ft.
Well
>100'
>100'
N/A
N/A
>25'
TANK is Septic ❑ S.T.E.P. 0 Holding • Other
Manufacturer
Anchorage Tank
Capacity
2,000GaI.
Surface Water
>100'
>100'
N/A
N/A
NA
Material
Steel
Number of compartments
Two
Lot Line
>5'
>10'
N/A
N/A
Foundation
>5'
>10'
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Gal.
Curtain Drain
None
Noted
Remarks
Pump on level at
in.
Pump off level at
in.
High water alarm at
in.
Pump make and model
Electrical Inspections performed by
Installer
Pomranning Excavation
to
PIPE MATERIAL House to tank D3034 drainfieldD3034
Drainfield F810 CO/MT D3034
Inspector MEA
BENCH MARK (Assumed elevation) 100.0ft
Inspection.r
dates: 1 12/4/12 2nd 12/6/12
Location and description
Garage Slab.
ii
3b 4°
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Approval: Date
twain
4ga_ inrep StAmp0
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Approved��
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Inspection Report_1-1-12!doc
Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT
4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904
Permit Number: OSP121381
BLM LOT 4 /
LOCATED WITHIN THE SW 1/4, SECTION 12, T14N R2W, SM, ALASKA
TOTAL AREA = 1.02 ACRES
EXCLUDING ROW = 0.59 ACRES
A B
51
52
C4
C5
M1
C6
C7
M2
16 8'
51 9'
30.3'
572
95 5'
789'
75.8'
752
100.1'
112.1' 994
92.7'
809
114.5'
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
Sa•
BARANOFF AVENUE n
S 89'53'29"E 73.69'
r t
/
0
80 / $' 4"
044 /
�7 ti /
e W /
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ph /
h/ /
so, /
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Ati
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S 89'52'46"E 157.19'
FCO
82
N 89'59'50"E 57.07' t
2.37'
N 89'59'50"E
x
FENCE (APX) -.7
PLAN AS -BUILT
SCALE 1' = 50'
N 00'07'56"E 329
Page 2 of 3
PID NO.: 050-273-34
ALTERNATF SITE
Advantex Treatment
System with 25' Long by
5' Wide by 4' Effective
Depth Absorption Bed.
LEGEND
Si - Septic Vent
C4 — Clean Out
M1 — Monitor Tube
TH — Test Hole
FCO — Foundation Cleanout
FSV — Flow Splitter Valve
��•��E OF ; 97
M e 49th
!s,
•
MICHAEL E. ANDERSON
•�C'r�T ; NO. CE-4338�8\\I .'ti
•
Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT
4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904
On -Site Wastewater Disposal System or Well Inspection Report
Permit Number: OSP121381 PID No. 050-273-34
Page 3 of 3
U
Finished Grade
x
H
100.0
2 U
101.0
Existing Grade
Geotextile Fabric
94.7
Drainfield Rock
90.7 J
84.0
No Groundwater
10-15-13
0 F
Finished Grade
38' (Trench Length)
100.0
50
101.8
Existing Grade
94.7
Geotextile Fabric
95.0
Drainfield Rock
91.0
84.0
No Groundwater `
10-15-13
38' (Trench Length)
PROFILE AS -BUILT
No Scale
sed;:
, 4 ,
49tthhh
r*Cajl
• "
MICHAEL E. ANDERSON
1� No. CE -4381 rdlti
II.,,s.-7-4y,. '.
95.0
On -Site Wastewater Disposal 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: OSP121381
Tax Code Number: 05027334000
Work Type: Septic Initial
Permit Effective Dates: October 30, 2012
to October 30, 2013
Design Engineer: ANDERSON ENGINEERING
Subdivision: T14N R2W SEC 12
Site Legal Address: T14N R2W SEC 12 LT 4 G:0052
Owner/Address:
MASON TREVOR C & MASON
REBECCA L 2473 CLOVERWOOD LOOP ANCHORAGE AK 995083881
Site Mailing Address: 10355 OLD EAGLE RIVER RD, DUPL A, Eagle River Lot Size in Sq Ft: 44867
Total Bedrooms: 6
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 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 prevent freezing.
Received By:
Issued By:
Date:
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 050-273-34
Property owner(s) Spinel) Homes Day phone
Mailing address 1800 W. Northern Lights Blvd., Suite 200 Anchorage, AK 99517
Site address 10355 Old Eagle River Road Eagle River, AK 99577
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section) T14N R2W SEC 12 Lot 4
Lot Size 44,867 Sq. Ft. Number of Bedrooms Six (6)
APPLICATION IS FOR:
(E4 all that apply)
APPLICATION IS AN: TYPE OF DWELLING:
Absorption Field ❑X Initial ❑X Single Family (SF)
(w/wo ADU)
Septic Tank ❑x Upgrade ❑
Duplex (D)
Holding Tank ❑ Renewal ❑
Multiple Dwellings
Privy ❑ (SF and/or D)
Private Well 0
Water Storage ❑
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 5 Waiver Fees:
Date of Payment: t C:!)10" 110
Receipt Number: ON. I Co a
Permit No. 05 eta \ 2)2
Permit App_:-• :L,_C.
Date of Payment:
Receipt Number:
Waiver No.
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
October 23, 2012
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 4, Section 12, T14N, R2W
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owner of Lot 4 intends to construct a new six -bedroom duplex on the lot. We are
therefore requesting a permit be issued for the construction of a new septic system to
accommodate the duplex. The lot is served by the AWWU water system. The attached
Site Plan and backup documentation identify the location and configuration of the
proposed septic system along with the alternate site. No existing wells are closer than
100' from the proposed septic system. Drainage arrows are shown on the site plan
showing the grade and direction of flow on the lot. The drainage pattern will not be
changed as a result of this project.
The test holes placed on the tract in the area of the absorption trench and alternate site
indicated silty gravel with sand (GM/SM) material. The percolation rate of the soil was
determined to be slightly more than 1 minute per inch. No groundwater was found
during the placement of the test holes and none was noted during the monitoring
period. An application rate of 1.2 gallons per day per square foot was used in the
design of the absorption system. We are proposing to place a new 2,000 -gallon septic
tank and 2-38' long by 5' wide by 4' effective depth absorption trenches to treat and
dispose of the effluent generated in the duplex. The elevation of the distribution line in
the absorption trench will be 6' below the surface and the total depth will be 10'. A
minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption
trench and 4' over the septic tank.
The ground surface on the lot in the area of the absorption trench slopes from the
northwest to the southwest at a grade of 5%. The new trench will be constructed
parallel with the contours of the slope as much as possible in conformance with
Municipal requirements. The new septic system will be constructed a minimum of 100'
Lot 4, Section 12, T14N, R2W
October 23, 2012
Page Two
from all wells and any surface water and 10' from the proposed and existing water
services in the area.
If the system is constructed in accordance with our design the following statements
apply:
1. The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
2. The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
114it. G--atti
Michael E. Anderson, P.E.
Attachments
BLM LOT 4
LOCATED WITHIN THE SW 1/4, SECTION 12, T14N R2W, SM, ALASKA
TOTAL AREA = 1.02 ACRES
EXCLUDING ROW = 0.59 ACRES
NOTE:
No Slopes >25% Within
50' or Surface Water
Within 100' of Proposed
Septic System.
/
/
/
•♦♦pP�E OF � 89 9'50"E
s ; •�
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i
100'
I
BARANOFF AVENUE n
S 89'53'29"E 73.69'
N
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hr
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MICHAEL E. ANDERSON
t p No. CE -4381
itimROF g• „�t.♦♦
/
//// /
/
/
57. 2.37'
(
N 89'59'50"E
Septic Tank and Absorption Trenches
Must be a Minimum of 10' From the
Edge of the Water Service Line.
119'
ALTERNATE SITE
Advantex Treatment
System with 25' Long by
5' Wide by 4' Effective
Depth Absorption Bed.
SYSTFM DESIGN
2.000 Gallon Septic Tank
w/2-38' Long x 5' Wide
x 4' Effective Depth
Absorption Trenches.
Existing Water Service Crosses
Under New Sewer Line.
Sewer Line Joints Must be a
Minimum of 9' from the
Water Line. Sewer Line Must
be Bedded In Clean Sand with
a 6" PVC Sleeve 10' Each
Side of the Water Line.
5 89'52'46"E 157.19'
0
Class C Well
Private Well
SITE PLA\
\ \ SCALE 1" = 50'
115'
LEGEND
SV — Septic Vent
CO — Clean Out
MT — Monitor Tube
TH — Test Hole
FCO — Foundation Cleanout
FSV — Flow Splitter Valve_
BLM LOT 4, SECTION 12, T14N, R2W
DESIGN FACTORS:
Six Bedroom Duplex
Perc. Rate: 1-5 Min./Inch
Application Rate: 1.2 GPD/SF
SYSTEM REQUIREMENTS:
5' Wide Trench System
2,000 Gallon Septic Tank
4' Drainfield Rock
6 Bedrooms X 150 GPD/1.2 GPD/SF (Application Rate) = 750 SF Absorption Area
750 SF/5 SF/LF*.5 (Red. Factor) = 75 LF Trench Length
THEREFORE: Construct 2-38' Long by 5' Wide by 4' Effective Depth Absorption Trenches at
the Location Shown on the Site Plan. Distribution Lateral to be Placed 6' Below Existing Ground.
Total Depth to be 10' Below Existing Ground. Place Flow Splitter Valve to Insure Even Flow to
Each Trench. Place Minimum of 4' of Cover Over Septic Tank and 3' of Cover Over Absorption
Trenches. Maintain a Minimum of 10' of Separation Between All Components of the Septic
System and the Water Service Line.
56"
4'0"
Natural
Backfill
5'
Geotextile
Fabric
4" Perforated
PVC (Holes Down)
Drainfield Rock
TYPICAL DEEP TRENCH SECTION
(NO SCALE)
NOTE: Grade Area Over Trench to Drain Away.
Minimum 6' Separation From Bedrock.
Minimum 4' Separation From Groundwater.
Minimum 100' Separation From Private Wells in the Area.
Minimum 100' Separation From Surface Water or Streams.
Minimum 10' Separation From Water Service Line.
p•*E OF
ayyy,/��: 49th
4 AAh (Lrr __
IVMichael E. Anderson
♦�5 No.CE4381 :rte
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
DEPTH
(feet)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: 9/27/12
PARCEL ID#:
4
BLM Lor 14
SPINELL HOMES
OB/OG
PROJECT No
TECHNICIAN- MEA
TEST HOLE 1
a SILTY SAND
• A WITH GRAVEL
d. S M
d
4
BOH @ 16'
WAS GROUND WATER ENCOUNTERED'
IF YES @ WH
DEPTH OF WATER AFTER MO]
DATE OF MO
SLOPE
117444:
49th KM
MICHAEL E. ANDERSON
••r No. CE -4381
•
Professional Engineers Stamp:
SITE PLAN
No
T DEPTH'
1TORING: NONE
2%
J]TORING. 10/15/2012
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
9/27
1
1:10/1:20
10
.381t/8.75"
8.75"
2
1:21/1:31
10
.38"/8.75"
8.75"
3
1:32/1:42
10
.5079.00"
8.50"
4
1:43/1:53
10
3878.88"
8.50"
5
1:54/2:04
10
.5079.00"
8.50"
6
2:05/2:15
10
.5079.00"
8.50"
PERCOLATION RATE: 1.2 (MIN/INCH) PERC. HOLE DIA. 6" (INCHES)
TEST RUN BETWEEN: 4.5 FT. and 5.5 FT.
COMMENTS. TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 10/22/12
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
DEPTH
(feet)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION:
PERFORMED FOR: SPINELL HOMES
DATE: 9/27/12 PROJECT No •
PARCEL ID#: TECHNICIAN: MEA
BLM LOT 14
4
TEST HOLE 2
OB/OG
SILTY SAND
WITH GRAVEL
a. SM
BOH @ 14'
WAS GROUND WATER ENCOUNTERED?
IF YES @ WHAT DEPTH', S
DEPTH OF WATER AFTER MONITORING: NONE
DATE OF MONITORING. 10/15/2012 P
SLOPE
MICHAEL E. ANDERSON
I�fj,'. No. CE -4381
•
Professional Engineers Stamp:
SITE PLAN
NO
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
9/27
1
2:46/2:56
10
1.25"/10.00"
8.75"
2
2:57/3:07
10
1.50"/10.25"
8.75"
3
3:08/3:18
10
1.25"/10.00"
8.75"
4
3:19/3:29
10
1.25"/10.00"
8.75"
5
3:30/3:40
10
1.501t/10.25"
8.75"
6
3:41/3:51
10
1.25"/10.00"
8.75"
PERCOLATION RATE: 1.2 (MIN/INCH) PERC. HOLE DIA. 6" (INCHES)
TEST RUN BETWEEN: 4.5 FT. and 5.5 FT.
COMMENTS TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 10/22/12
GRErr-. ANCHORAGE AREA BOF^' ni
"Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME CAC Pc{ P ck E`t MAILING ADDRESS ►r ±P/31(0,3 ''-"z. /65' PHONE
o vv2-cG
LOCATION LEGAL DESCRIPTION T/'+4 Z L) Sec lZ Leif
SEPTIC TANK: ANki.5 1/7-1
DISTANCE C� i •,1
FROM WELL /� MANUFACTURER
NUMBER OF
MATERIAL COMPARTMENTS
INSIDE LENGTH - INSIDE WIDTH - LIQUID DEPTH LIQUID CAPACITY GALLONS.
SEEPAGE PIT:
NUMBER OF PITS- / eDMMET"ER �OR WIDTH_�1. LENGTH'}_ DEPTH
LINING MATERIALI_/-o,cye I9CRIB SIZE: DIAMETER P DEPTH 7' DISTANCE FROM: WELL /420
TOTAL EFFECTIVE
BUILDING FOUNDATION �i NEAREST LOT LINE `5- ABSORPTION AREA (WALL AREA) '!!//TO SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE CONSTRUCTION DEPTH DISTANCE FROM:
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION LOT LINE SEWER LINE TANK SYSTEM
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCES: A0 c G' o') 44G/
Ali= //6'
INSTALLED nBY•
tlaaes !'�l efao
PIPE MATERIAL:
LOT SLOPE:
REMAR KS•
Form No. EQ -031
DIAGRAM OF SYSTEM
-ary Fcr;:-ny
1'0:< 323
f:a e ai v ,r, 41.^ ska 99577
Dear i,r. i'0117"ny,
DAVID A. SLENKAMP ROBERT A. SHAFER
MECHANICAL ENGINEER CIVIL ENGINEER
694-9055
Anri.'_ 7, 198,0
Reference: T 1_41i; R2'd; , inction 12; Lot 4
694-2979
MUNICIPALITY OF ANCHORAGE
DEPT. OF I.'i=^,LT�I R
ENVIRONNiE T;:L ; CTECTION
APR 1 0 1980
RECEIVED
1S you resuested a sever system Adecunc" test was conducted on the
three bedroom residence loc'-t-ed on the referenced property. The
ed and. 4, 1980.The septic tynk uns
test ��sas conducted on April 3
mood nnd vnrifled to hive 0 cn tncity of 1000 en ilons. The scone se
t ch.nre-ed with 1000 rallons of anter and at the end of a 24 hour
ueriudni)o oxi_rr'eiy ^.13 un lions hnd percoFFted out of the crib.
Aso result of the shove test it con be concluded that the seotic
system on the referenced property is ndequete for the three bedroom
e:;.iderlce.
1
,0
Sincerely,
be o r further a ssistance, 'l09 se do not hesit' to to call.
c:: 1-'unicipc)-'t;r o; Anchor^se
Den.: rtrlent of Fier ` th and 13nviornmento1 Protection
A1^s!:a Thutual Snvinss Pont;
SRB 196X EAGLE RIVER, ALASKA
Municipality of Anchor
On -Site Water and Wastewater Prog a
(907) 343-7904
b u is
e
NOy 1 3 201
5
c'
Certificate of On -Site Systems A al
4[.5 B_..
Expiration Date:.
Parcel f,D. 05o:�73 �J�
00 0
Th.)
e
PT
.0
1. GENERAL INFORMATION
Complete legal description 1 �/j F%T
Location (site -address) Io 3 9t -p E1&L& A2V2f< P64b
Current Property owner(s) Day phone
Mailing -address
Real Estate Agent
Day phone
2. TYPE OF DWELLING:
❑ Single. Family (wiwo ADU)
® Duplex
• Multiple Dwellings (Single Family and/or Duplex) ,
3: NUMBER OF BEDROOMS:
4. TYPE OF WATER SUPPLY:
Individual Well,
Individual Water Storage
Community Class Well
Public Water System.
WaiverNariance request for:
TYPE OF WASTEWATER DISPOSAL:
❑ Individual a
Holding Tank ❑
Community ❑
Public Sewer ❑
Distance:
Received by:
GOSH to be released to the engineer, unless otherwise requested by the engineer::
Date:'_'
COSA Fee $
Date of Payment I (/131 /„
Waiver Fee $
Date of Payment
Receipt Number R1.144554Receipt Number
COSA # C60--16 1l6.I' 3 I Waiver #
5. STATEMENT. OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, l 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 andtype 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 alt applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.'
Name of Firm C� e 1 F,✓riliW a sN(.o Phone V 7.9''4 555
Address PROVH-og »f}'d' 41!
Engineer's Printed Name catit2ct5 6)44:2411P1-1
6. DSD SIGNATURE //
System #1 Approved for l0 bedrooms
` System #2 Approved for bedrooms
Disapproved
Conditional approval for bedrooms, with the following stipulations:
Li r
‘"P��oF aN,9 ,
J ON-SITE en :�
RAP.tD
�o WASTEWATER
PROGRAM
co kt'A/, ,�\G<g
Original Certificate Date: Z ` I " 15
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an Independent professional civil engineer registered In the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory- Arsenic Advisory
Well Flow Advisory Other
CASAbtuesheel_ r. :
If more than 1 septic system is on the lot:
COSA Checklist # of
Structure served by this system
Certificate of On -Site Systems Approval Checklist
Legal Description: 1 1 qfi )J L< e;76 /2 , (c T 11-
A. WELL DATA %✓a WHIG f PURL1 C 75g
Well type If A, B, or C provide PWSID # — Well Log (Y/N)
Date completed ' ' Sanitary seal (Y/N) = Wires properly protected (Y/N)
Total depth " ft Cased to ft. Casing height (above ground) in.
FROM. WELL LOG AT INSPECTION
Parcel ID:
73 51
Date of test
Static water level ft.
Well production g.p.m.
WATER SAMPLE RESULTS:
Coliform colonies/100 mL Nitrate-- mg/L
Arsenic ug/L Date of sample:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material 56!'''c /5' Pew
Tank size gal Number of Compartments-
Foundation cleanout s( NQS Depression over tank ((yr)
Date of pumping 1X71-/ 15- Pumper )JG 5
ft.
g.p.m.
Collected by: —�
Date installed l ?/ / 2,
Cleanouts
tR
High water alarm (Y
C. ABSORPTION FIELD DATA
Date installed 12/r61D2 Soil rating (g.p.d./ft2re) 1•0)-`' System type S1-M`^� f/2„vr'it
Length .V3.7•. ' ft. • . Width 5' ft. Gravel below pipe a ft
—lir
r'`
Total d . •? 4Tf '.? Eff. absorption area 76o ft - •Monitoring tube /"' Depression •over field ��
A1/74 r ) ?Ss� bedrooms
Date of �deq�iacy test : f � Results , FailFor
Fluid dep fi ni'absorption field t)ef/more test 1,ln. Water added gal. New depth " in.
Elapsed Tlmt."Ut --girl. Final fluid depth o/o in. Absorption rate >= > g.p.d.
.,
~ n
Any rejuvenation treatment (past 12 mo.) (Y/ P. type) ` f yes, give date '—r
D. LIFT STATION ili09 LSF r S
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off' level at ^ in. High water alarm level at
Datum Cycles tested . — Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO: ?643c- i'C c.✓A 7F'g
Septic tank/lift station on lot On adjacent lots
Absorption field on lot r On adjacent lots
Public sewer main Public sewer manhole/cleanout
Sewer /septic service line r Holding tank
Animal containment areas - Manure/animal excrete storage areae "�.
SEPTIC/HOLDING TANK ON LOT TO:
Budding foundation 'IL S r Property line t5 Absorption field -t. g
Water main ee W Water service line 4 tar Surface water t L
Wells on adjacent lots*e-n-y '1Sd ?a3tU3S5C-
ABSORPTION FIELD ON. LOT TO:
-
Property line e f ° Building foundation -tea Water main td P
Water Service line fa" e Surface water+ Lam r Driveway, parking/vehicle storage •E J
Curtain drain 4 Wells on adjacent lots 4 100 r p 4-$7,IvTC.4TLaP OA/
nnWc R3 RERstsXI
F. COMMENTS
Cov&Tfzr4e vrt1 t 5 6 8er?Rocu,t opt- X.S4 'zeccCF2liS Si�inw
5. i)rDl26o.y . t lt�0 '%REA-Cfr!c S GdA7FR rpLt r J'c4/S0 len,
0405 C Witt. 70 50A,7 ot- ppor+ER'l'Y tr✓�9-S rten5r,ezeP *7 L1o" rjzdr-I
CtoSefr-*Metric Sr4m Prr
G. ENGINEER'S CERTIFICATION aivArt
-e3.91. PMS�dl
I certify that I have determined through field inspections and �P • A ••,
review of Municipal records that the above systems are in � ,m
conformance with MOA COSA guidelines in effect on this date.
Engineer's
Printed Name GffA-Fe 5 73341 i/},zj .vt
Date .lV ! 3 I/
COSA yellow sheet_2-6-15.doc
Bob Hayes dba Randall, Hayes & Henderson
Small Residential Income Property Appraisal Report
Main Flo Na 151149-2 .1 Pane #3 of
REOL027472
Rle# 151149-2
The pwpose of I summary appraiser ropod a to provide the lender/client with an accurate, and adequately supported, opinion of the market value of the subject property.
Properly Address 10355 Old Eagle River Rd City Eagle River Stale AK Zip Code 99577
Borrower David &Shannon Zink Owner of Public Record Cody J Harrington County Anchorage [MOM ,
Legal Descriptio Lot 4 T14N R2W, Section 12
Assessor's Parcel # 050-273-34-000 - Tax Year 2015 R.E. Taxes $ 7,450.59
Nelghborhootl
Occupant . (-j
Name_-E_agle River CBD
Owner bQ Tenant _J Vacant
Map Reference NW0052 Census Tract 0002.02
Special Assessments -$ 0 ❑'PUD HOA $ 0 0 per year Q per month
Properly Rights Appraised tg Fee Simple
0 Leasehold Q Other(describe)
Assignment Type g Purchase Transaction [] Refinance Transaction ❑ Other (describe)
Lender/Caient Residential Mortgage LLC Address 100 Calais Drive, Suite 100, Anchorage. AK 99503
Is the subject property currently offered for sale or has 11 been offered for sale tin the twelve months prior to the efleshve date of Vas appraisal? X Yes Q No
Report data_source(y) used, glfedng pdce(s), and dale(s). Inspection -Assessor, and AK Flex MLS_ Subject prop rlywas-1 listed on 10/05/2015 for
$5501/00 with full price offer in 6 days.
1did 0
did inot analyze :the contract tor sale for Are sugeat purchase transaction. Explain the tesults&the analysis site contract for sale or why the anaysis wasnot
The contractprovided was reviewed and this appears, le bo arm's,tength transaction Real estate purchase contract contained 10
performed.
Pages.
Contract Price $ 550,000 Elate of Contact 10112/2015 Is the property seller te owner of public record? g Yes Illi No .Data Source(s) Assessor
Is there any financial assistance (loan charges, sale concessions, gilt or downpayment assistance, etc.) to be paid by any party on behalf of the borrower? Q Yes X No
If Yes, report the total dollar amount and describe the items to be paid. 0 :Seller paid closing costs and prepaids are common for subject's
price range. Sublect qualifies for all levels of secondary financing. Interest rates are currently assumed to remain stable or near the present rate
after the recent Federal Reserve decision not to increase prime lending rates at this time.
Note:. Race and the racial composNon of neighborhood -re not appraisal factors,
iL'e�
Urban :a Suburban [, Rural
::..;^�-�a:S?at�t.�. �;1t;TY� ....�� �
Property Values t[3 Increasing _x Stable [I Declining
.:.-"41$e�:�7_��aHd-�l3e-�..._
PRICE
One -Unit 70 %
Location n
AGE
Built -Up 4 Over 75% 025.75% O Under 25%
Demand/Supply [j Shortage a 00 Balance 0 Over Supply
$(1001 (yrs)
2-4 Unit 12 %
Growth 0 Rapid EI Stable Q. Slow:
Marketing lime 0 Under 3.Ohs g 3,6.mlln 0 Over 6 mths
250 Low 0
MuIIFFamiy 2%
Neighborhood Boundaries Subject neighborhood is located due north of Anchoragesouth of Chugiak
900 High 70
Commercial 10 %
east of the Inlet and west of Chugach State Park.
350 Pred. 30
Other 6%
Neighberood Description Subject's neighborhood
is located due south of the Eagle River CBD, with easy cress to major anode s to shoging and
are within a 1 to 5 mile radius of subtect, which Is typical for the area. Various parks are within a 1 to 5
employment centers. All levels of schools
mile radius of subject, offering year round recreational opportunities.
Market comNons Iincluwng support for the above tOndbsions] Overall market in all segments has improved over the test l5 months mainly fueled by
tower interest rates & strong employment for theMunl. of Anchorage. The MLS statistics are displaying shorter marketing times & higher list to
sale ratio which supports current real estate condition.There are still REO properties with reduced impact on the market, as well as reduced DOM.
Dimensions Irregular Area 44 857 Shape Reel/tvp. for sub. View Mountains local
Speck Zoning Classification R7 Zoning Description Single family and multi -family units per lot size
Zoning Compliance g Legal I _ I Legal Nonconforming (Grandfathered Use) (_j No zoning Q Illegal {describe)
Is the highest and best use of subject property as Improved tor as proposed per plans- and specification) the present use? CM Yes QNo If No. describe
Utilities Public Other(describe) Public Other (des cdbe) DH-alielmprovemeees-Type Public Private
Electricity lX 0 Water ig El Street Asphalt NI [.l
Gas a.( l—[ Sanitaryewer [-J X Septio-typ for area Alley None Q Q
FEMA Special Flood Hazard Area [ j Yes g No FEMA Flood Zone x FEMA Map # 020005037913 FEMA Map Date 9/25/2009
Are the unities and/mall-sae improvements typical for the market area? Yes fNo liNo, describe
Are there any adverse site conditions or external factors (easements, encroachments, environmental conditions, and uses, ea.)? n Yes Ig No If Yes, descdbe
Subject site is located on the eastside of the street beano above street g ade, improved with a lawn driveway. As -built was provided for review
with the presum tion of no Inadequacies. Normal tel hone and electricity
easements were noted for the area.
° .,.C4RgP
kltsA, a �. _
0 Three ff Four
+ t- -- ' rfy , tar=,,. ° '=
Q Concrete Slab ® Crawl Space
! .._ .-.
FoundaBon Walls Conc./good
�SIAt; ;ItB011
Floors Cpt. Vyl/good
Units X Two
TT Accessory Unit (describe below)
n Full Basement [3 Partial Basement
ExleriorWats OSB,wd/good
Wafts Sheelrock/good
# of Stades 2 # of bogs: 1
Basement Area sq.a.
Roof Surface CompSh/good
Trim/Finish Wood/good
Typo U Oet. X -Alt. 0 S-Det/End Unit
Basement Finish %
Gutters & Downspouts Galven.lgood
Bath Roor Vy./good
(X Existing.; J Proposed [f Under Const.
0 Outside Entry/66 3 Sump Pump
Window Type Vinyl/good
Bath Wainscot TileSber/good
Desagn(SMe) TR212St.
Evidence of ❑ Infestation
Storrn SnNasulated Yes/yes/good
Year Built. 2012
0 Dampness 0 Settlement
Screens Yesr ood
[) None
® UMW# of Cars 8
Effective Ago (Yrs( 2
Ma7D4 , 6 °-.T
'gip l= %"—p-_`
Attic Li None
. r EWA ID HWBB J[] Rad'ord
Cig FYeptace(s) # 2 [ 3 Woodsiove(s) # 0
Driveway Sudace Asphalt
Q DropStak ® Stairs
Q 011ier
kcPatio/Deck Wood Q fence None
bootie # of Cars 4
0 Floor D Scuttle
__@@s
Co - n Central Av CanaWrvq�.
❑Fool None r Porch Coy.
Q Carport. # of Cars
0 Finished 0 Heated
individual ID Other 11 N
g. Other None
❑ Alt Q Det. rg Built-in
#-of Appliances I Refrigerator I R r..:
ven 2 Dishwasher 2 1Disposal Na 1 Microwave 1 Washegtryer
Other(describe)
Unit # 1 contains: 6 '°° 3 Bedrooms 2.1 Baths) 1,682 Square Feet of Gross LNang Area
Unit*? contains: . Room 3 Bedrooms 2.1 Baih(s) 1,683 Square Feet of Gross LMng Area
Un it# 3 contains: Rooms Bedrooms Baah(s) Square Feet of Gross Living Area
Unit#4 contains: 'ooms Bedrooms— Baths) Square Feet of Cross Luang Area
Additional features (special energy efficient0 .---Exle1r5r'.covered ent wood deck, Interior: 2 Fireplaces
stainless steel appliances br.bar
Iam:floors mutti-lays. wl.cl..
Describe tie condition of be property (including needed repairs, deteriation, renovations, remodeling, etc.). Subject units are in good condition with desirable
floor plan and car storage for both sides including laundry on the second floor.
Freddie Mac Form 72 March 2005
Page 1 of 7
Fon 1025 - TOTAL" appraisal software by a la mode, inc. -1-000-ALAM00E
Fannie Mae Form 1025 March 2005
LOCATED WITMER IBE SW BLLOT 12, 1614N PEN, SM, tM ASRA
SAL AREA - 1.02 ACRES
DccLLlO tc ROW - 0.50 ACRES
1
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1
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BARANOFF AvEnuE
5 fire Yf" 6 not
BUILDING DETAIL
SMILE: 1%-20•
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AS -BU I LT
DAMS LMW
SURVEY Mt LLC
JEFFE. A. GASMI.D ILLS.
ANGRo0ft$a MATRA setT
FMK 248-5454
4WD OKIT
RN0052 titian
Fg. 1OD N0.
12-07 aa4sl2
IFOREST CDi15Y WOW 1 HAVE Stfl WEYED INE
mason' DEWED lam MIDTIIAISNO
ENcROAC10_ Dass r As !swamII IS metiewomnWR' Unix OMINER TO
1IE THE D2b7ENCE or ANY EOM"
COWHANDS R arstmoncoe WHICH OO NOT
a ON THE RECORDED SUMMON FLAT.
UNDER NO CIRCIAISTANOIDT SMILED Nft DaA
lent BE USED FOR CONSTRUCTOR OR FOR
ESASLSIWR SOIJi+tt1ARY OR FEW lam.
ANCHOMOE RECORDING DISTRICT, PUSKA
NOTE: No CORNERS SET TRIG DATE.
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