HomeMy WebLinkAboutDEER PARK #1 BLK 1 LT 6r P rk # I
#051 am 042 4ow !� T
Municipality of Anchorage
On-Site Water and Wastewater Program • (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP 191051 PID Number: 051-042-57
Dwelling: ® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New ® Upgrade
Name:
Name:TRUST
MITSONAddress
ABSORPTION FIELD - EXISTING
® Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
22611 OAK KNOLL DR., CHUGIAK 99567
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
1.2 GPD/SF
10 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
5 Ft.
Gravel depth beneath pipe
5 Ft.
Subdivision Block Lot
DEER PARK #1 1 6
Fill added above original grade
Varies 1.1 Ft.
Gravel length
47 Ft.
Township Range Section
Gravel width
2 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
� -'* 376 Ft2
1
-- Ft.
Well
100'+
100'+
NA
NA
NA
TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
ANCHORAGE TANK 1
Capacity
1000 Gal.
Surface water
100'+
100'+
NA
NA
Material
STEEL
Number of compartments
2
Lot Line
5'+
10'+
NA
NA
NA
Foundation
10'+
10'+
NA
NA
LIFT STATION
Manufacturer
Capacity
Gal.
Curtain Drain
NA
*NA
NA
NA
Remarks Existing septic tank and field
Pump on level at
in.
Pump off level at
in.
High water alarm at
in.
decommissioned per code. *None known.
Used only 4'ED In SF Calculations.
Pump make and model
Electrical Inspections performed by
Tkto
PIPE MATERIAL House to tank 3034 d field 3034
Installer DIRTWORKS
an
Drainfield CO/MT 3034
Inspector FWCS / MNA
BENCH MARK (Assumed elevation) 200 ft
Inspection 1s` 4/2/19 4/3/2019
Location and description
2�d
3rd 4/3/2019 4"' 5/20/2019
GARAGE SLAB
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
oe®\\
® OF AL
Conditional Approval: Date
�*
49TH♦
��
p .MICHAEL N. ANDERSON.-
NDERSON.No. CE 9488 A, A01/
No.
tem
®�
Approved ¢a1vo 71m Eck-luad Date
Inspection Report_9-1-12.doc
BM
'z tio'
A p/ 2
PID: 051-042-57
W
PL
STAKED AT
PERMIT: OSP191051
O cN Ln17
�
CONST.
s
N
Ln
o CN
B - C - 4 0.9'
TC01
TCO2
LST
O ,;d-
F CO
194.4 194.1
193.6
O
�
MT
CO E
NEW 1000—GAL
0.0 R7 RA
MT
SEPTIC TANK
FILER FABRIC
2•p ORG / OL
SM/ML
Os
2
CO
1a9.88 ,s7.zs.sA—F=104.5'EELG
SM/sp-9p
TH19-1
CO
LOT 6
D
G FGOs
B LK 1
A -G=68.1'
1as.a 182.2 182.2
MT
SEPTIC SECTION
176.2
H CO G
1B1O•
BOH
WELL RADII
STAKED AT
`DUB
CONST.
B
BM
'z tio'
A p/ 2
DRY 3/25/19
B -H=55.1'
SCALE: NTS
PREPARED FOR: SUPPORT@SERVICES:
DAVE & JANET MITSON OF AL���
DEER PARK ADD. NO.1 81, L6-1.15
.
5
22611 OAK KNOLL DR., CHUCIAK, AK 99567 * 49 TH *
Michael N. Anderson, P.E. DATE: 6 7/2019 �+ MICHAEL N. ANDERSON
4601 Natrone Ave. / �� No. CE 9469 .1�A,
Af
Anchorage, Alaska 99516
DRAWN: FWCS �` 6/7/19 r, '�o
(907)727 8864/FAX: (907)345 1391 SCALE: 1 A" = 30' f pESSIO' '�
SCALE: 1' = 30'
A -C=80.2'
COs
B - C - 4 0.9'
TC01
TCO2
CO CO CO MT MT CO MT
CO
A - D = 8 3.4'
194.4 194.1
193.6
193.3 FINAL GRADE
B -D=47.8'
0.0 R7 RA
A - E =10 3.5'INSULATION
0.63
It.
FILER FABRIC
2•p ORG / OL
SM/ML
B -E=68,2'
TANKN
1a9.88 ,s7.zs.sA—F=104.5'EELG
SM/sp-9p
SEWER ROCKB-F=69.5'
5'ED
A -G=68.1'
1as.a 182.2 182.2
B -G=53.5'
SEPTIC SECTION
176.2
A -H=67 9'
1B1O•
BOH
DRY 3/25/19
B -H=55.1'
SCALE: NTS
PREPARED FOR: SUPPORT@SERVICES:
DAVE & JANET MITSON OF AL���
DEER PARK ADD. NO.1 81, L6-1.15
.
5
22611 OAK KNOLL DR., CHUCIAK, AK 99567 * 49 TH *
Michael N. Anderson, P.E. DATE: 6 7/2019 �+ MICHAEL N. ANDERSON
4601 Natrone Ave. / �� No. CE 9469 .1�A,
Af
Anchorage, Alaska 99516
DRAWN: FWCS �` 6/7/19 r, '�o
(907)727 8864/FAX: (907)345 1391 SCALE: 1 A" = 30' f pESSIO' '�
t
E
i
_0000000�
.�� of
4000
94 0000
O� L
/ TABLELANDS
\
0
y
J
ANCHORAGE RECORDING DISTRICT, ALASKA
AS -BUILT OF:
DEER PARK ADDITION No.l FND 5/8" REBAR
LOT 6 BLOCK 1 PLAT 82-1.33
SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a/! • O . , •4 LAl1JD
physical surveyof thisproperty as shown on this drawingand that the j'•'' �� A&
improvements situated hereon are within the property lines and no 4
enchroachments exist other than noted. Under no circumstance should / CQ .• 4 9 H •. �' � ow100
any information on this drawing be used for construction of fences, Z * • • '�' �
structures, improvements, or for establishing boundary lines.
FA J?
!
EXCLUSION NOTES: It is the owners responsibility to determine .. ' : ' ... .. ' ' ' . • ...: • 'i
the existence of an easements covenants or restrictions which C° , `.JHN L. 50HULLE.• %
y � � •. .• `��� •�•
do not appear on the recorded subdivision plat. LS -10408 t
�. , r : . �J / 1831 Talkeetna Street
WORK ORDER NUMBER: DAtE: SCAM -MAIL
,� ` �V , , � .L , . d "'J Anchorage, Alaska 99508
MAY 21, 2019 1 =40'
� Ar o� ,,�,
DRAWN BY: CHECKED BY BOOK/PAGE.-GRID NUMBER: BOOK/PAGE.-�� O f e a\ �- ter► (907) 227--1455 office
19-008 SLS NW1558 190118 ����,��t,�►'�'' (907) 274--4992 fax
„' ”"'Y MUNICIPALITY OF ANCHORAGE
����cnt
li
On-Site Water&Wastewater Program N° ":'<<`=°:'5r�
PO Box 196650 4700 Elmore Road
c*1 -Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ,,,
% httpa/www muni.org/onsiteEria_
Department
4hcn0ap(''"
On-Site Wastewater Disposal System Permit
Permit Number: OSP191051 Effective Date: 3/28/2019
Work Type: Septic Upgrade Expiration Date: 3/27/2020
Tax Code Number: 05104257000
Site Legal Address: DEER PARK#1 BLK 1 LT 6 G:1558
Site Mailing Address: 22611 OAK KNOLL DR, Chugiak
Owner: MITSON TRUST Lot Size in Sq Ft: 70814
Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 3
This permit is for the construction of:
0 Disposal Field 0 Septic Tank ❑ Holding Tank 0 Privy 0 Private Well 0 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
IgReceived By: � Date: 2
Issued By: /../r ( Date: 3/z / ' '
MUNICIPALITY OF ANCHORAGE
Community Development Department (A.i.,, ori '
Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On-Site Water& Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 051-042-57
Property owner(s) MITSON TRUST DAVID & JANET Day phone 907-360-4196
Mailing address
22611 OAK KNOLL DRIVE, CHUGIAK, AK 99567
Site address 22611 OAK KNOLL DRIVE, CHUCGIAK, AK 99567
Legal description (Sub'd., Block & Lot) DEER PARK #1 BLOCK 1, LOT 6
Legal description (Township, Range & Section)
Lot Size 70814 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field > Initial Li Single Family (SF)
FX
(w/wo ADU)
Septic Tank Pi Upgrade
Duplex (D) n
Holding Tank n Renewal U
Multiple Dwellings ❑
Privy n (SF an-1/or D)
Private Well E.
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.
(Sig • - ofi. •perty owner or authorized agent)
Permit/Rush Fees: ' 5d15 •00 Waiver Fees:
Date of Payment: 3pt a011 Date of Payment:
Receipt Number: OS(U1 0 Receipt Number:
Permit No. OS P("Q1 I D5 I Waiver No.
Permit App_9-1-12.doc
Michael N. Anderson, P.E.
Civil/Structural Engineering and Construction
4661 Natrona Ave. Anchorage,Alaska 99516
Phone 345-3377
Fax 345-1391
March 9,2019
Municipalities of Anchorage
Departments of Health and Human Services
P.O. Box 196650
Anchorage,Alaska 99519-6650
Fax 249-7847
Re: Septic Upgrade Permit
Legal: DEER PARK#1 BLOCK 1, LOT 6
To whom it may concern:
The original septic system has failed and this is a request for a septic permit on the above referenced lot.
A test hole was excavated and the results are attached for your review. It is proposed that a shallow
trench be installed with an effective depth of 2 feet and 8' from original grade.
No water was measured in the test hole during or after the excavation. The tank will also be replaced at
the same time and the original field decommissioned in place since it encroaches the well radius. The
slope at the proposed trench location is flat and there are no cut banks within 50 feet.
The lot and area is served by private water and this system will not impact any of the neighboring
properties due to the lot layout.
Please call me if you have any questions.
,./741).---J
Sincerely,
Michael N. Anderson,P.E.
4661 Natrona
Anchorage,AK 99516
Phone 727-8864
SERVES L3, L4
& L7 & L8
ACROSS THE
STREE "IL S IDT/C
1110414, STS PR0pER
LOT o ToT CON RuP?I R&
3 In • a N�35,TION LOT ,
p T .. ,,ar 0j W
o ..
N MT `I�- MT
•
11119-1 r , 275 45.
• FLAT �MT •,. .4! S
LOTlirr ,, t, ".4
/'44V
`.` rbc ,,
a
.O�
� L 8
tOT oT 1
/ O' v5 w
1[u
g„,..7
S X00, ,'•;
F
LOT 3 N.
??44 .
LOT 4 N89 54'05*E 120.00'
Septic Design Prepared for .4ii'l": \\
Dave & Janet Mitson -.) OF Az4�
DEER PARK ADD No.1, LOT 6 BLOCK 1 / �. TH 1 -7
4::,
Peters Creek, AK * .49 * o
1:14
Michael N. Anderson, P.E. DATE: 3/25/2019 14CHAEL N. ANDERSON
4601 Natrone Ave. �1 No.rE 9 �4��Anchorage, Alaska 99516DRAWN: FWCS .3 ?T `�f.
(907)727 8864/FAX: (907)345 1391 SCALE: 1" = 60' `�=�
DESIGN CRITERIA:
3 BDRM X 150 = 450 GPD ❑UND OVER
SOILS = 450/1.2 = 375 SFRADE
375 SF / (2 x 4'ED) = 47'L l.o' —
(1) D❑G-LEG DEEP TRENCH iiir
ILTER FABRIC
& INSULATION
10' DEEP FROM ORIGINAL GRADE -5.0 ._' •'0 PIPE
INSTALL 50'L X 2'W X 5,0' EFFECTIVE DEPTH
SEWER ROCK
INSULATE FIELD IF <3' OF COVER, MAINTAIN 5'+
FIELD TO TANK, 10' TO PROPERTY LINE, 100' TO WELLS -10,0
& SURFACE WATER & OTHER REQ. SETBACKS,
INSTALL NEW 1000-GAL S.T. & INSULATE 2.0
IF <4' COVER. ADD PRE & POST TANK COs.
SEPTIC FIELD SECTION
\\,......._______:;/—
WA/4
PRo
Tp CpRADIP pRJ,�TY &
Li I k
FLAT NS' `�Ip
LOT o TRUC R
3 N73.56 TION LOT 7
..o `� T 116.�• '07 W
O 'f CO
(i) FLAT I
M a
ADD DBL 275.45'
CO COs
4 FLAT �' / w
• 1 C• ,0• . . ,o
ti �.
A m2 n•
Jr" CoQ
T
4/51:st,,..5'skVe*,
TSoo
i iS • e/* 's* c,'4' eJ6I0
o g0` O
ke
O•ee ryM '/ NU
eo • - I
Septic Design Prepared for Aiiii.b:‘"1/4
ArrDave & Janet Mitson i�<G � .. 444
DEER PARK ADD No.1, LOT 6 BLOCK 1 � �� `Y •A
Peters Creek, AK # * :49 * 0
Michael N. Anderson, P.E. DATE: 3/25/2019 /
MICHAEL N. ANDERSON j
No. 94 9
4601 Natrone Ave. 4I . Gam/
DRAWN: FWCS Zg.
Anchorage, Alaska 99516 1\ iy
(907)727 8864/FAX: (907)345 1391 SCALE: 1" = 40' \\�=i
Michael N. Anderson, P.E. q� ......£q •!
Civil/Structural Engineering and Construction '.;49TH •�'9�. e°j
4661 Natrona Ave. Anchorage, Alaska 99516 ••; °�
Phone 345-3377 Fax 345-1391 +
/r .MICHAEL N. ANPLRSON L r
SOILS LOG - PERCOLATION TESTvi•. CE-94 9 •• ,.
LEGAL DESCRIPTION:DEER PARK ADD NO.1 B1, L6 l` \\\I`��1`"
DEPTH
FEET OG SOILS PERFORMED FOR: DAVID &JANET MITSON
1 ^-
ORG/OL
TESTHOLE# 19-1 DATE PERFORMED: 2/28/2019
2
3 GROUND WATER ENCOUNTERED: NO
SM/ML IF YES,AT WHAT DEPTH: NA
4 DEPTH TO WATER AT MONITORING: DRY
DATE: 3/25/19
5
6SEE SITE PLAN FOR SLOPE& LOCATION
COMMENTS:
7
SM/sp-gp
8
VERIFY GROUNDWATER MT
9 AT TIME OF CONSTRUCTION
10
11
Reading Date Gross Net Depth to Net
12 Time Time Water Drop
2/28/19 10 min 6" 5"
13 6" 5"
6" 5"
14 `• 6" 5"
6„ 5„
15 6„ 5„
16
PERCOLATION RATE 2 (MIN /INCH)
17
TEST RUN BEWTWEEN 6 & 7 FT
18
PERC HOLE DIAMETER 6"
19 PRE-SOAKED PRIOR TO TEST &ALL READINGS TO
20 THE 1/16TH.
PERFORMED BY: FWCS / MNA - I MIKE N.ANDERSON CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE& MUNICIPAL GUIDELINES IN EFFECT
ON THIS DATE. DATE: 3/25/19
„,,,..,_ ...........t..cepeo./
...-----(\r------ ------- _--------
Qeilf-
AWOL
DRI VE ''''''.
_
E
0
SO-'05 , i
�
'ti L/ L=1 98.61 '
T ESMT R=286.36
r 1
—
0
1-3
GRAVEL
CJ (n S/f0
D/W
o
1 •SEPTIC `!
O VENT
O ((t)13) Z
O
W
•
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m UN • Cn
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'
(i';.? cti93 41110111140 //! 61.8'
19 N
^. H Sn _
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WELL ?4'0
HO,
' �1 6'x8'
1.5' DECK c• CANT
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29.0 0
• 0
-f=, w 73.1'
G? 2'x10.5'
O CANT
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CP
LOT 6cn
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Co
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0
is
tli
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0 0 226.25'
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o_
CP \N00•05 55 TR J
LOT 20
TABLELANDS
ANCHORAGE RECORDING DISTRICT,ALASKA
AS-BUILT OF:
DEER PARK ADDITION No.1 O =FND 5/8”REBAR
LOT 6 BLOCK 1 PLAT 82-133 ```�%
SURVEY CERTIFICATE:I,John L.Schuller,Have conducted a ..0,-,,I, OF �Q��� y� LAND D S RTv_k
physical survey of this property as shown on this drawing and that the / •.••'- ''••.:1(5�' 4'S1O ,),
improvements situated hereon are within the property lines and no �00cs11 �4w� ,-.404."••
enchroachments exist other than noted.Under no circumstance should 0 :• 49TE /\ % ,j ' .. * � •0
anyinformation on this drawingbe used for construction of fences, •
structures,improvements,or for stablishing boundary lines. d x az. . tr"'
ii `% , g �`� c,� C�
EXCLUSION NOTES:It is the owners responsibility to determine 70 . .
` m '.J HN L. SCHULLER.: c/ 1
the existence of any easements,covenants,or restrictions which 41.
LS-10408 .gy ••••0...•,-...AAP.-
do not appear on the recorded subdivision plat. �r
m / 1831 Talkeetna Street
WORK ORDER NUMBER: DATE: SCALE: E-MAIL %1 eo.• • ••,z•10 '/9. aC2� Anchorage, Alaska 99508
FEB 10, 2019 1••=40' A <`
19—008 DRANK BY:DHEacED B''01°D Ml1•ER BDDx/PADe AV:)/.0 fess• cA �'•�' (907) 227-1455 office
JLS NW1558 190106 ANONIK Ift. (907) 274-4992 fax
72.6ly(Rev.3/78) I 19-i. LOi-Gbit1
MUNICIPALITY OF ANCHORAGE
•
\I
' DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street • Anchorage, Alaska 99501 Telephone 264.4720
\ ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAMEPHONE
NEW
S S
UPGRADE
MAILING ADDRESS
LEGAL DESCRIPTION
GoT 6
LOCATION
NO. OF BEDROOMS
Well A
Absorption area
Dwelling
^/
PERMIT NO.
Uy
DISTANCE TO:
S
S
i Q
Manufacturer /
Material
s
No. of compartments Z
W 1„
GV
a
Liq.capacity in gallons
IF HOMEMADE:
Inside length
Width
Liquid depth
Z
d Y
DISTANCE TO:
Well /
�V
Dwelling
PERMIT NO.
z
_? H
Manufacturer
Material
Liquid capacity in gallons
DISTANCE TO:
Well
�
Foundation
N
Nearest lot Ion
S" e'
PERMIT N
d
ou
No. of lines
len th of each line
g /•s!"
Total len th�Lf i es/
g
Trench widt
Distance between lines
f,
3
inches
A
Top of tile to finish grade L
Material beneath the
Total effective absorpion area
/ inches
3 t
Length
Width
Depth
PEH MIT NO.
W
(7
i H
Type of crib
Crib diameter
rib depth
Total effective absorption area
Wd
N
Well
Building foundation
Nearest lot line
DISTANCE TO:
J
Class !^/^/
Depth
�.
Driller
Distance to lot line
PEHMIT NO.
W
�
1
DISTANCE TO:
Buil g oun anon
Sewer line
Septic tank
Absorption area(s)
OTHER
.1
LL
PIPE MATERIALS
'(
v
U
SOIL TEST RATING
- let<-
,95--
INSTALLER
SQUn4S
REMARKS
r
�7 L Rotvd A. Shuhr i'�i
•+ 1457-E
AP O E �/ DATE LEGAL -•
s � s c•rol�Feaa:a
ISO'(
l ��i(�3 SFlS 193ALA)t
f. C. T
72.6ly(Rev.3/78) I 19-i. LOi-Gbit1
r LJ NJ I CT I F" FA L_ I TY CD FO FitJCHTYFZFIGE
DEPARTMENT ("''HEALTH AND ENVIRONMENTAL OTECTION
C)e)D3. 825 'L STREET, ANCHORAGE, AK. 99501
264-4720
FJELL f=1N[> 4 I TE KSEFJEE PEF II I T
PERMIT NO. C 830108 )
APPLICANT DAVID H MITSON SRA 3523-C 99502 345-7275
LOCATION
LEGAL B1 L6 DEER PARK #1 LOT SIZE 999999 SQUARE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: DRAINFIELD
MAXIMUM NUMBER, OF BEDROOMS = 4 SOIL RATING CSO FT/BR)= 85
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
C4EF•TH= :0 FLEtJ0-rH= 34 GFZFik'EL OEF"TH= 4
THE LENGTH DIMENSION IS THE LENGTH CIN 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 CIN FEET).
THE TFZEw JCH W I 07TH I i3 5}. CAC -+Q FEET.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION CIN FEET).
FrEG!U I RED> �EF"T I C TFfNK S 17: E= 1'2Z5-10 C3nL_LLUrJ4-,-
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.
--- TFJO C 2 ] I FJSPECT I C}1JS F1FcE FREGeU I FSEG
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 THE DEPARTMENT WITHIN 30 DAYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER, INSTALLATION.
F?EF P1 I T EXP' I FREn> GECEMGEFZ Zl11 15RED3
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 WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
_: I UNDERSTAND THAT T E-ON7SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
PESIDENCQ"IS"REM ELED TO INCLUDE MORE THAN 4 BEDROOMS.
SIGNED
ISSUED
APPLICANT DAVID H MITSON
L--a�
C� D =
---- b = V4. 0
/ �� = 5
.i i �rvllXlAH 6.di
r.
POUCH 6_6510
ANCHOR AG-_ A1.n )1%A n";. -
n r.
it f L!CNT OAL J�(iJV IiiON ::CNL11 Pr:p r cr l':1 `.
,Permit #: 820903
January 31, 1983
TO: Permit Applicant
Subject: Lot;6 Block 1 Deer Park Subdivision #1
A permit issued by this department for an individual well
and/or on-site sewer system has expired as of December 31,
1982.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal Ordinance.
If you have drilled the well, a well log needs to be sent
to this department for documentation of the installation
date and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, please have them send us the as-builts
for our files and documentation.
If there are any further questions, please call this office
at 264-4720.
sincerely
C. Pratt, R.S.
Acting Program Manager
Sewer and Water Program
RCP/ljw
enc: Copy of Permit
SWP/057
t MUM I C I L I TY OF n"cCt2'�'RRGE
DEPARTMENT Gr HEALTH AND ENVIRONMENTAL PKOTECTION
825 'L' STREET, ANCHORAGE, AK. 99501
264-4720
LJELL RMV OM—SITE SEWEFZ F=�EFZM I T
PERMIT NO. < 820903 )
APPLICANT DAVID H MITSON SRA BOX 3523-C 99502 345-7275
LOCATION
LEGAL B1L6 DEER PARK #1LOT SIZE 999999 SQUARE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: DP.RINFIELD
MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SQ FT/BR)= 85
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
E>EFTH= S LEN(3TH= 25 GFZR 4'EL E>EF3TH= 4
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 CIN FEET).
THE TFZENGH LJ I E>TH I S S. 000 FEET.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
FZEQU I FZEE> SEPT I iC TRNFC S I ZE= GRLLQtJS
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.
--- TW Q <n2> I MSF=ECT I 0"E3 RRE REQU I FZEE> ---
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 THE DEPARTMENT WITHIN 30 DAYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
F="EFZL'1 I T EXP I RES E>ECEMF3EFZ 35.:
I CERTIFY THAT
1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE
RESIDENCE—TSITMODELED TO INCLUDE MORE THAN 3 BEDROOMS.
SIGNED:
Al
ISSUED BY
15+52
AND WELLS AS SET
ENLARGEMENT IF THE
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:LAGORATORY D
•TE`.l SL�
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char.I -al• Analyses C
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z ? SN EQUIPMENT -CASE 8800 Backhoe
00 a�
ZEU o�� ELEVATION Exist. Ground DATE
0 9 19/II1
—
Dark Grown PEAT,PT,moist,w/fibrous .
35.6 :I .' Brown -Orange SILTY SAND,Sti organics
moist,w/gravel & roots
8.1 Secondary Pit dug to 3.0'
Percolation hole dua to 4.00t1 //
5 3rowni tUtreyrJlLTQfGRATlElCLrYe$YABc,hsl•i
. F-2, moist, w/rar.dom cobbles
28.8 Grey SILT, ML
'i-'4wet, soft to medium soft
5.0 10-7
Grey SANDY GRAVEL, GW, NFS
.•'�.y: some sloughing in this strata.
:•o..
TOTAL DEPTH OF TEST PIT - 16.0'
No free water observed.
No free water observed on 10(5/R1
LOG OF TEST 'P T
F 13.1
D 3.1
B 4.5
0
15-
J Nil LAMBE AND ASSOCIATES
;oils L:-boratory and Geotechnical Engineering
bno• E?_ 119.30 APpr• OML DoIeIO/2/8:
EQUIPMENT CASE 8BOC Backhoe
ELEVATION Exist. GroundDATE 9/19/81
Drown PE , , w fibrous organics
Reddish Brown SILTY GRAVELLY SAND, SM
moist, w/roots
Brown SA IDY GRAVEL, Gl:, UFS
moist, loose, w/randon cobbles
Grey SILTY GRAVELLY SAND, SM F-2
moist, dense
SL Water seeping in slowly at 8.0'
during excavation.
Free water observed @ 10.0' on
•10/5/81
-2 Free water observed @ 11.5' on
9/22/81
Percolation rate of 1 ninute/inch
TOTAL DEPTH OF TEST PIT - 15.0'
Secondary pit dug to 2.5'
Percolation hole duel to 3.2'
LOG OF TEST PITS 5 & 6 PLATE
QUADRA ENGINEERING
DEERE PARK SUBDIVISION
At -?J -47'Z -70W 50.00' (r79-7)
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,7�/J no/w//y Yo:olad WAen Slee! _ ^
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*TP 9
TP 4
SCALE: I'= 200'
NOTE: TEST PITS NOT LOCATED
BY SURVEY METHODS
J M LAMBE AND ASSOCIATES
Soils' Laboratory and Geotechnical Eng!
Job no 81-119.30 APPc JML Dote
FA
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TP 3
NORTH
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TPI
SITE PLAN PLATE
DEERPARK SUBDIVISION. J
QUADRA ENGINEERING, INC.
Peters Creek Alaska
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MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 051-042-57
1. GENERAL INFORMATION
Complete legal description DEER PARK #1 BLOCK 1, LOT 6
Expiration Date:
Location (site address) 22611 OAK KNOLL DRIVE, CHUGIAK, AK 99567
Current property owner(s) MITSON TRUST Day phone
Mailing address
Real estate agent
22611 OAK KNOLL DRIVE, CHUGIAK, AK 99567
2. TYPE OF DWELLING:
❑ Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone
3. NUMBER OF BEDROOMS:
3
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER
DISPOSAL:
Private Well
®
Private Septic
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for:
Distance:
Received by:
Date:
COSA to be released to the engineer, unless otherwise
requested by the engineer.
COSA Fee $ 1Z 80
Date of Payment
Receipt Number D
COSA# dSClq 135
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
5. 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. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm ANDERSON CONSTRUCTION & ENGINEERING Phone 345-3377
Address 4661 NATRONA AVE., ANCHORAGE, AK 99516
Engineer's Printed Name MICHAEL N. ANDERSON, PE Date 7/30/2019
6. DSD SIGNATURE
V System #1 Approved for 13
System #2 Approved for
Disapproved
Conditional approval for
�OF.A
*:49TH *,
000
bedrooms '.MICHAEL N. ANDERSON:
No. CE 9469 /
bedrooms 11 %7/30/19,.,c,�
AW
bedrooms, with the following stipulations:
G\eP`1 I Y OFA,i r,i���
a ON-4irc
vva rr-_ — _
By: I\A l i�;-t� G•NUAI,c I m e.Ou) J Original Certificate Date: �S 1
u l�
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
COSA Checklist blue sheet
Legal Description: DEER PARK #1 BLOCK 1 LOT 6 Parcel ID: 051-042-57
If more than 1 septic system on lot: COSA Checklist # of Structure served by this system
A. WELL DATA
❑ Well log is filed with Onsite (or attached) Water storage tank volume NA gallons
Date drilled CIRCA 1983 Well disinfected for coliform test? ❑ Yes ® No
Total depth 65 ft ® Coliform bacteria is Negative
Cased to 40+ ft Nitrate 1.48 mg/L ❑ Nitrate less than MRL (ND)
® Sanitary seal is functioning correctly Arsenic ug/L ® Arsenic less than MRL (ND)
® Wires are properly protected
US
Casing height (above ground) 18+ in. Collected by
Date of flow test for COSA 11/09/2018
Static water level at beginning of test 37 ft. Date of Sample 7/24/19
Well production at time of test 1.03 gpm
Comments Shallow well – a 500 -gallon storage tank is in the house for peak use. Well housed in small wood box.
B. TANK DATA – 4/3/2019 - 1000 -gal
Age of tank(s) <1 years
Tank type/material SEPTIC / STEEL
Measured operating fluid level in septic tank
® Standpipes/foundation cleanout per record drawing
Date of pumping NA – NEW TANK
C. LIFT STATION - NA
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments:
D. ABSORPTION FIELD DATA – 47'L x 2'W x 5'ED –1.2 GPD/SF = 376 SF (USED 4' ED FOR SF CALC.)
Which system tested (date installed) 4/3/2019
Adequacy test date NA – NEW SYSTEM
® ALL standpipes present per record drawing
Results ❑ Pass For 3 bedrooms
Total measured depth from grade 11 ft (max)
Fluid depth prior to test _ in
Measured depth to pipe invert from grade 6. ft (min)
Water added _ gal
❑ N/A – pressurized field
New depth —in
® Monitor tubes go to bottom of effective. If not, state
depth into effective
Elapsed time min
—
® Code -required soil cover over field
Final fluid depth _ in
❑ System presoaked
Absorption rate _ gpd
(Required if vacant for greater than 30 days prior to
Any rejuvenation treatment (past 12 months)
date of test)
Gallons introduced gallons
If yes, enter date
Comments/Deficiencies:FW5
COSA Checklist DRAFT.docx
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
® Yes if No
ft
Community Sewer Manhole/Cleanout > 100'
® Yes
if No
ft
® Yes
if No
Neighboring Tank > 100' ® Yes
if No
ft
Private Sewer/Septic Line > 25' ® Yes
if No
Absorption Field on Lot > 100' ® Yes
if No
ft
Holding Tank > 100' ® Yes
if No
Neighboring Absorption Fields > 100'
Surface Water > 100'
® Yes
Animal Containment > 50' ® Yes
if No
® Yes
if No
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' ® Yes
if No
ft
® Yes
if No
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ® Yes if No ft Surface Water > 100'
ft
ft
ft
ft
ft
® Yes if No ft
Property Line > 5'
® Yes if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
® Yes if No
ft
Private Wells > 100' ® Yes if No _
Water Main > 10'
® Yes if No
ft
Community Wells > 200' ® Yes if No _
Water Service Line > 10'
® Yes if No
ft
If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10'
® Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
® Yes
if No
_ ft
Wells on Adjacent Lots:
Water Main > 10'
® Yes
if No
ft
Private Wells > 100' ® Yes if No ft
Water Service Line > 10'
® Yes
if No
ft
Community Wells > 200' ® Yes if No
Surface Water > 100'
® Yes
if No
ft
F. ENGINEER'S COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that l have determined through field inspections and review
of Municipal records that the above systems are in conformance
with MOA COSA guidelines in effect on this date.
COSA Checklist DRAFT.docx
OF AZ4
49TH
MICHAEL N. ANDERSON:
No. CE 9469 w'�V
AO
N.
7/30/19. cs
A�sstoN�.tior
i
ft
0 77
Time
APPLI'MT FILLS OUT UPPER W_' ONLY
Time
Time
Date
Properl, OWnir ' DAVE
V
M IT-$QIJ
o y
Phone
Mailing Address L) s
210 Code �,:$
37 S 72 7S
Buyer p
Al/ E
M I T 5 t
Inspector
Address
L /:> OD O 1—j 21 9- 4A1eAA Zip Code s�!
CO V, %,r
Lending Institution
f-fox�E SA��.0 G -s � LowN
Phone
Z77 /S/S/
Address
.4i Zip Code p
1,_x APPROVED BEDROOMS
Realty Co. d Agent
( ) DISAPPROVED
Phone
1,
MAddress
Zip Code
DATE _ Q f�CV_1)s _
Legal Description
BY:
Lo
c�
oic 1 eoe r /-U Q K. •� �
Well To Absorption Area p
Street Location
(O
Type of Residence
Wall to Tank /On
f^ Single Family
Family
No. Bedrooms
Multiple
of -3—
C' Other
Water Supply
ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975.
?Individual
Community
For wells drilled prior to that date. give well depth (attach log
It available).
❑ Public Utility go
Sewer Disposal
8 3
v Individual
Year Individual Installed:
/.- Public Utility
When Connected to Public Utility:
❑ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RECUEST BEFORE PROCESSING CAN BE INITIATED.
0 77
Time
Time
Time
Time
Date
Date
Date
Date — C
Inspector
Inspector
Inspector
Inspector
Field Notes: '
CO V, %,r
1,_x APPROVED BEDROOMS
'CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CONDITIONAL APPROVAL'
DATE _ Q f�CV_1)s _
BY:
Soils Rating
Date Sewer Installed
Well To Absorption Area p
Well Log Received
Septic Tank Size / OO cf)
Wall to Tank /On
r7 m r1et1
J Y- -