HomeMy WebLinkAboutSKYLINE VIEW BLK 1 LT 26Onsite File
Skyline View
Block 1
Lot 26
#051-192-29
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: CS1720 1200 . PID Number: - -
Dwelling: ❑- Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade
Name
CARPENTER MELISSA A
ABSORPTION.FIE_L_D,
E:1 Deep Trench El Wide Trench XBed E] Mound
Site Address
19344 Dogwood Rd
❑ Other
Phone
Number of Bedrooms
Soil Rating
depth from original grade
5
0.7 GPD/SF
JTotal
6.1 - 8.2 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
5.6 - 7.7 Ft.
Gravel depth beneath pipe
0.5 Ft.
Subdivision Block Lot
SKYLINE VIEW 1 26
Fill added above original grade
.33 Ft.
Gravel length
38.5 Ft.
Township Range Section
Gravel width
28 Ft.
Beds: Number of Lines
5
Distance between lines
6 Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
1,078 Ft2
Ft.
Well
>100'
>� ��'
TANK NSeptic ❑ S.T.E.P. El Holding El Other
Manufacturer
Greer
Capacity
1500 Gal.
Surface Water
> 100'
>1 Q0'
Material
Number of compartments
Lot Line
>10'
>10'
NA
plastic
2
Foundation
>10,1
>10'
LTT TATION
Manufacturer
Capacity
Remarks
Gal.
Alarm location
E1_e`cMw stalled by
PIPE MATERIAL House to tank 3034 Tank to 3034
drainfield
Installer
JRs Septic
Drainfield 3034 CO/MT3034
Inspector Curtis Townsend
BENCH MARK (Assumed elevation) 100 ft
Inspection7/27/2020
1s` 7/23/2020
Location and description
es: 2�d
3" 7/28/20 41n 8/22/206
bottom of corner siding, point B
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineers Stamp
oF• AL,4Z�w
Conditional Approval: Date
,� �
��Y''.•'' !¢�k�
.. .��s
1.'tiS
.... •T wm end
CkY
�II��F� .°No.c 11
pR SS��NP�m
Septic System
Approved �(/v D Date 9 (7do)O
Note: this approval does not include well permit requirements.
(Rev uoiuzl-i o)
DESIGN PARAMETERS
PRIMARY SEPTIC SYSTEM
NO. BEDROOM: 5 (750 gpd)
TANK SIZE: 150OG
PERC RATE: < 1 MPI
SOIL RATING: 0.7 GPD/SF
WITH 2' SAND FILTER
AREA REQUIRED: 1,072 S.F.
SYSTEM TYPE: BED
28' x 38.5' x 6" EFFECTIVE
DEPTH, 2' MOA APPROVED
SAND FILTER PROVIDED
BELOW SEWER ROCK.
MAXIMUM TOTAL EXCAVATION
DEPTH DID NOT EXCEED 10'.
FUTURE RESERVE SITE
WILL REQUIRE THAT THE
PROPOSED BED BE
REBUILT IN PLACE
}I f
wi _
�I
o ITin'
SEPTIC LOCATED > /
F PnKA QP0F)FRTY
28' x 38.5' x 6" 1
EFFECTIVE DEPTH BED
WITH 2' SAND LAYER
FILTER
i
} I
1 I
E
SCOPE OF WORK Lot 21
1. REMOVED EXISTING SEPTIC TANK.
2. PLACED NEW 1,500 GALLON
SEPTIC TANK AND TIED INTO NEW
ABSORPTION SYSTEM. THE TANK
WAS PROVIDED WITH A MINIMUM
20" 0 MANWAY RISER SERVING
THE FIRST COMPARTMENT.
3. THIS BED 15 WIDER THAN 15'.
SPECIAL CONSIDERATION WAS
GIVEN DURING CONSTRUCTION TO
ENSURE THE BOTTOM OF THE
BED WAS NOT TRAVELED ON BY
EQUIPMENT TO AVOID
COMPACTING RECEIVING SOILS.
4. ALL CONSTRUCTION WAS IN
ACCORDANCE WITH ALL
REQUIREMENTS SPECIFIED IN
ANCHORAGE MUNICIPAL CODE
CHAPTERS 15.55 AND 15.65.
SEPTIC LOCATED >
10' FROM PROPERTY
LINE
\ BM IS BOTTOM OF
CORNER SIDING, 100'
Septic As Built Prepared for
MELISSA CARPENTER
19344 Dogwood Rd Chugiak, Alaska 99567
SKYLINE VIEW BLOCK 1 LOT 26
EKLUTNA ENGINEERING,
19162 MOUNTAIN ROAD
CHLGIAK, ALASKA 99567
(907) 355-9820
OSP201200
LLC DATE 9/11/2020
DRAWN: CLT
SCALE: 1" = 30'
PID: 051-192-29 SHEET 2 OF 3
Ai
OF 14
AVAW
Gj:.•.
ax ' 49TH
.....:'.. f ............................::.....0
0...... .1... .............................. ..0
1� . CURTIS TOWNSENDS AI
#moi '• No E 1904
I '�' i
IL
MARK
A
8
ST1
29'-6"
15'-7"
MT1
56'-6"
45'-3"
MT2
39'-2"
19'-2"
MT3
85'-1"
64'-6••
MT4
73'-10
48'-9"
a�
Z
5
¢0
0
0
0
w 0
7 W
X
¢Z
Z W
00
4�
4U
rr
r0
qq �,
Qq7 oU
1.50C G
PLASTIC TANK BOTTOM OF SAND
TESTHOLE DUG 17 JUNE 2020,
GROUNDWATER WAS MONITORED
TILL 25 JUNE 2020 AND WAS
NOT PRESENT
.2
THE WHOLE AREA HAS BEEN COVERED
IN ABOUT 4" OF TOPSOIL SINCE
INSTALLATION OF THE TANK AND FIELD
Septic As Built Prepared for
MELISSA CARPENTER
19344 Dogwood Rd Chugiak, Alaska 99567
SKYLINE VIEW BLOCK 1 LOT 26
EKLUTNA ENGINEERING, LLC
19162 MOUNTAIN ROAD
CHUCIAK, ALASKA 99567
(907) 355-9820
DATE:
DRAWN:
SCALE:
PID: 051-192-29
OSP201200
9/11/2020
CLT
V = 1'
SHEET 3 OF 3
4 TH
A,1I
`.............. ..............................
0 CURTfS TOWNSENDi Aff
�# G-,)'•. No. CE 1904
•�\
v+
Ott.,
"�!! . • • ' ��
S 89°59' E 150,00'
FD RBR
e
�/ood
nce
£ 1
In
W� Eae.\ 21'O
O +' 12'— — — — — — — — — — — — — — -------- 23, CD F—
Lf� +� 1 72' I — — — In LJ
CD of
-YL,J
I I
o f i N Frame cu
A House 1 Gravel
Septic 2' I 0
Pipes S MH 1 46' ,1 r 26' I — — — I
L------ 30' 1
c� C� 2' 7----- ---—�/—�---�
S S s S Can 3 �' WaQk-�' Q
?� 7 Eave J 3
OF Atq t 1
Septic
0 l]
oil
O Fence °O
/ ID
*: 49 T-H * '; O 1 Septic O Q
Lot 26
P ..... z s Plp�esOOO O z
i
A hony P. Boneta
�s LS-10393
$lolp;:°--- S 89059' E 150,00' FD RBR
'tttE3310NP� _
I hereby certify that I have surveyed the following described
property: Lot 26, Block 1, Skyline View Subdivision
Plat No. P-508, Anchorage Recording District, and that no
encroachments exist except as indicated hereon. This As-built
will only show the easements that appear on the recorded
subdivision Plat No. P-508, Anchorage Recording District;
under no circumstances should this data hereon be used for
the construction or establishing of boundary or fence lines.
APB Land Surveying ° 'S 30 Skyline View Subdivision ASBUILT SURVEY SHEET
SCALE IN FEET Lot 26, Block 1 /
12204 East Prince of Peace Drive Melissa A Carpenter
Eagle River, Alaska 99577 1" = 30' As Depicted on: Plat No. P-508 19344 Dogwood Street of
Anchorage Recording District Chugiak, Alaska 99567 /
(907) 227-1361 GRID: NW1159
Surveyed: August 4, 2020 DRAFTED: RWR CHECKED:
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:llwww.muni.org/onsite
On --Site Wastewater Disposal System Permit
Permit Number: OSP201200
Work Type: Septic Upgrade
Tax Code Number: 05119229000
Site Legal Address: SKYLINE VIEW BLK 1 LT 26 6:1159
Site Mailing Address: 19344 DOGWOOD ST, Chugiak
Owner: CARPENTER MELISSA A
Design Engineer: EKLUTNA ENGINEERING, LLC"
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date:
�t�cnt Is,
r_
•1•
Dupa 1-rllieilr
7/9/2020
7/9/2021
Lot Size in Sq Ft: 15750
Total Bedrooms: 5
❑ Private Weli ❑ 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 requites inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (2417).
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 B)
Issued By:
Date:
Date: 7
J 2_0
MUNICIPALITY F ANCHORAGE
Development Services Department \ Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTICIWELL PERMIT APPLICATION
Parcel I.D. 051-192-29
Property owner(s) CARPENTER MELISSA A Day phone
Mailing address 17110 Se 265th St Covington WA 98042
Site address 19344 Dogwood Rd Chugiak
Legal description (Sub'd., Block & Lot) SKYLINE VIEW BLK
Legal description (Township, Range & Section)
Lot Size 15,750 Sq. Ft. Number of Bedrooms 5
1 LT 26
APPLICATION IS FOR:
APPLICATION IS AN: TYPE OF DWELLING:
(N all that apply)
Absorption Field
rx-1
(w/ o ADU)�
Initial ❑ Single F L SF) F11Septic
Tank
�
Upgrade ❑
Duplex (D) ❑
Holding Tank
❑
Renewal ElMultiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Code% ,
(Signature of property offer or authorized agent)
Permit/Rush Fees: y y 6 ,2 y Waiver Fees:
Date of Payment: _ _ �� 6�Z0 Date of Payment:
Receipt Number: C)2.Z.H DD Receipt Number:
Permit No. 022012M Waiver No.
GADevelopment Services\Building Safety\On Site Water and WastewaterTorms\Client FormsTermit Application.doc
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201200, Rebecca Carroll, 07/09/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201200, Rebecca Carroll, 07/09/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201200, Rebecca Carroll, 07/09/20
REV 1/21/19
3335 ARCTIC BLVD, SUITE 100, ANCHORAGE, AK 99503
Phone: (907) 564-2120
Fax: (907) 564-2122
PROJECT NAME:DATE TAKEN:
PROJECT NO.:DATE TESTED:
CLIENT:TESTED BY:
SAMPLE NO.:REVIEWED BY:
LOCATION:DESCRIPTION:
SIEVE ANALYSIS TEST
(ASTM D422)
SIEVE DIAMETER TOTAL %% GRAVEL:54.3
SIZE (mm)PASSING % SAND:41.7
6"152.4 % FINES:4.0
4"100.0 D60=9.72
3"76.2 D30=1.78
2"50.8 100 D10=0.31
1"25.4 84 Cu=30.9
3/4"19.0 78 Cc=1.0
1/2"12.7 66 % .02 mm
3/8"9.5 60 % Moist.:= 3.5
#4 4.75 46 Fine Modulus:=
#10 2.00 32 (ASTM D4318)
#20 0.85 21 Liquid Limit.=
#40 0.425 13 Plastic Limit.=
#60 0.25 8 Plastic Index. =
#100 0.15 6 (ASTM C127)
#200 0.075 4.0 Bulk SpG=
SSD SpG=
HYDROMETER TEST Apparent SpG=
(ASTM D422)% Absorption=
ELAPSED DIAMETER TOTAL %
TIME (mm)PASSING (ASTM C128)
0 Bulk SpG=
0.5 SSD SpG=
1 Apparent SpG=
2 % Absorption=
5 (ASTM D1557)
8 Dry Den (U) =
15 Dry Den (C) =
30 M % (U) =
60 M % (C) =
250 SpG (assumed) =
1459 M-D Test Method =
2750
CLASSIFICATION:Well Graded Gravel w/Sand
USC:GW
FROST CLASS:
COMMENTS:
NATIVE MAT'LEAGLE RIVER/AK
DOGWOOD
19-420-27
EKLUTNA ENGINEERING
20-P533
AGGREGATE/SOILS TEST REPORT
6/22/20
6/23/20
CP
JAB
110.0
115.0
120.0
125.0
130.0
135.0
140.0
145.0
150.0
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0DRY DENSITY (PCF)MOISTURE CONTENT (%)
MOISTURE-DENSITY RELATIONSHIP
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0010.010.1110100% FINER BYWEIGHTGRAIN SIZE IN MILLIMETERS
GRAIN SIZE DISTRIBUTION
`
VI
I
2L
O
o
T
\
O
(^
�V
T
(
O
rc
4-'
1 9 8
N
°L
S'
I
`�1
to
P
V
n
O
II
ab o o<
o 'I
C
'Dh►
�,
_4
n
?�} mw
A) (,D y
~C
cr
T3
T
L
\,N
\
y p p ww
N
�' ��aab"aIm,
a `D kv,mroo o
w o��M
IQ
d?
ro m'dNo°wow
ID
o koo�u
Ww
aa�ymo??ID
w
���
_",M
su �..o�o�.
��y�a �n
w
m
n
Qy
o�H
aoG.ow�
M O 9
..� L
(1,)o�o�w
� `i
m �rggq: w
=
J
�Ca,rb�
wwpm G Z
w,!' m
rn' a, p0 a.
.�
9(D O
00Z
_ oQ (D
(DA�'AqQ
°
/SOOCJ
EA
- w�ea*
E
co
loo
N
?1 a,
CO
K
N
B M W ., Z 7,A
,n (D M Gy e
IMI
t 1
n
�.
�
O",1' . ma.m
T
�
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME PHONE
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION
DISTANCE TO: Iwell //0 /'~..~ Absorptionarea~ /
Manufacturer G ~.- (~ ~.~
Liq. c IF HOMEMADE: Inside lengt~h
DISTANCE TO: Well ~D~elling
Man ufacturer ' '~
Well Foundation,.~
DISTANCE TO: / Z~
of
lines
I Total length of lil~ s
Length of each li~e
/ ' : Materiel beneath tile
Top of tile to finish gr de
Length Width J
Type of crib Crib diameter '/j Crib depth
Well // Building foundation
DISTANCE TO:
Class
DISTANCE TO:
Depth
~uilding foundation
Driller
Sewer line
OTHER
~NEW
[] UPGRADE
Material
Nearest lot line !
Trench width /~-~")
~.~ O -~1~,1 c h e s
(.¢'O inches
NO, OF BEDROOMS
PERMIT NO.
No. of compartments
Liquid depth
PERMIT NO.
Liquid capacity in gallons
PERMIT NO~,
Distance between lines
Total effective absorption area
:~ ~o'~/~
PERMIT NO.
Total effective absorption area
Nearest lot line
Distance to lot line
Septic tank
PERMIT NO.
Absorption area(s)
PIPE MATERIALS
SOIL TEST RATING~.~¢ ~
INSTALLER
REMARKS
/13 (Rev. 3/781
DATE
LEGAL
. SRB 196X
MUNICIPALITY OF ANCHORAGE
Department , Health and Environmental uotection
825 L Street, Anchorage, AK. 9~501 ~j~__/~~~
: 264-4720
* * * HANDWRITTEN PERMIT * * *
Permit ~_
.~ ; WELL AND/OR ON-SITE SEWER PERMIT ~/%
Applicant: ~ ~/ .~/~ C, ~ Mailing Address:~~' S &
Location: ~ ~ C~~ PhOtO Numar:/ ~ '
Type of Soil ~sorption System Is:
Trench: ~,_ Drainfield:~., Seepage Bed: Holding Tank:
Maximum Number of Bedrooms: ~ Soil Rating(sq.ft/br)
The Required Size of the Soil Absorption System Is: '
DEPTH ~ LENGTH ~7 .GRAVEL DEPTH ~ WIDTH
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit is the distance between the surface of the ground and
the bottom of the excavation(in feet). There is no set width for trenches.
The gravel depth is the minimum depth of gravel between,~he outfall pipe and
the bottom., of the excavation(in feet). -~/~O .
REQUIRED $EPTIC(~~TANK SIZE = /~'~ GALLON$
Permit applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the number
of residences that the well will serve.
* * * TW0(2) INSPECTIONS ARE REQUIRED * * *
Backfilling of any system without final inspection and approval by this department
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 feet
for a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25 feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * * PERMIT EXPIRES DECEMBER 31~ 1 9 8 3 * * *
I certify that:
(1) I am familiar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage.
(2) I wi~stall the system in accordance with codes.
(3) I ~'~de~and th~ the on-site sewer system may require enlargement if
,_~eJ~/y~s remodeled to include more t~ 3~_ roe% ./. ~
//Ahplicant ~ Date' ~ ~ L(~-__
SWP/024 (1/81)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
5
6
7
8
9
11
12 ~ c~q
13
~4
15-
16-
17
18
19-
COMMENTS
c. /4, /
SLOPE
DATEPERFORMED: '~r~ /0'~
SITE PLAN
WAS GROUND WATER ~J
ENCOUNTERED? I 7 0~
0
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
(minutes/inch)
FT
72-008 (6/79)
CERTIFIED BY:
DATE: