HomeMy WebLinkAboutMCKINLEY VIEW ESTATES BLK 2 LT 16
,Municipality of Anchorage
On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP221142
PID Number: 051-792-20
Dwelling: 0 Single Family (SF)
❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 9 Upgrade
Name
Terry and Sue Holliday
ABORPTION FIELD
❑ De Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
21220 Baron Dr Chugiak
Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
/SF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original g e Gravel depth beneath pipe
Subdivision
Block Lot
McKinley View Estates
2 16
F . Ft.
Fill added above original grade GrI length
Ft.
Township Range Section
Ft.
Gravel width
Ft.
Beds: Number of Lines
Dista a between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between tr ches
From
Tank
Field
Tank
Line
Ftz
t.
Well
>100'
NA
>100'
NA
TANK ❑ Septic 9 S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage tank
Capacity
1500 Gal.
Surface Water
>100'
NA
>1 00'
NA
Material
Number of compartments
I
Lot Line
>5'
NA
>5'
NA
NA
epoxy steel
2
Foundation
>1 0'
NA
>10'
NA
LIFT STATION
Manufacturer
Capacity
Remarks
ORENCO
1500 Gal.
Alarm location
inside house
Electrical installed by
existing panel
Installer
PIPE MATERIAL House to tank 3034Tank to 3034
drainfield
JRs septic
Drainfield CO/MT
Inspector Curtis Townsend
BENCH MARK (Assumed elevation) 100 ft
Inspdecct Sn 1s, 7/6/2022
2nd 8/25/2022
Location and description
3rd__-----
4'"
bottom siding point B
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval:
Date,4�►-
�Z\�,
_
"40
a
�d ""�'7 .•••..
Septic System
Approve
Date 2-21
�d Fc� •. No low
Note: this approval does not include well permit requirements.
io..., ncrnnie e
� 1'R
\\e�,�o��.OFESStbN��
ti
E ISTiNG 57' x 5.25 x 2'
'1'
EFFECTIVE DEPTH TRENCH
HOLDING 1
MAY 2022
SLOPE 9%
V NEIGHBORING, SEPTIC I
>10' FROM PROPERTY LINE
S,r—)PE OF WORK
C
PEMOVED EXISTING TANK. REPLACED WITH
NEW EPDXY STEEL 1500 GAL STEP TANK. THE
TANK WAS PROVIDED "iVITH A MINIMUM 20" 0
MANWAY RISER SFRVIN`G THE FIRST
AR IMENT, CAN WAS CONNECTED TO
f
f-'-X!Slllt,K-:' FIELD.
ALL -CONSTRUCTION WAS IN ACCORDANCE
WITH ALL REQUIREMENTS SPECIFIED IN
ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65.
HE IGH, B 0, SEPTIC, jS
>10' FROM OM PPOPEPI) L'NF
THIS S LO AND AL, ' E1GHB(--1R!NG
LOTS
ARE SERVED BY A
COMMUNITY WATER SYSTEM AND
THERE ARE NO WELLS WITHIN
100' OF THE SEP TIC SYSTEM
FCO--�," `'�
3 BEDPOOM HOUSE
Dr,-,,,vinc, "Prepere'd ;c,
TERRY AND SUE HOLLIDAY
21220 Baron Dr Chugiak, Alaska 99567
MCKINLEY VIEW ESTATES BLOCK 2 LOT 16
EKLUTNA ENGINEERING, LLC DATE:
f 1 DRAWN:
-Ci
SCALE:
9
6
PID: 051-792-20
OSP221142
8/29/2022
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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 Wastewater Disposal System Permit
Permit Number: OSP221142
Work Type: SepticTank Upgrade
Tax Code Number: 05179220000
Site Legal Address: MCKINLEY VIEW ESTATES BLK 2 LT 16 G:1459
Site Mailing Address: 21220 BARON DR, Chugiak
Owner: HOLLIDAY TERRY C & SUE P
Design Engineer: EKLUTNA ENGINEERING, LLC*
This permit is for the construction of:
Effective Date
Expiration Date:
ent
o�C
n
n
�I
t�ehartment
Lot Size in Sq Ft
Total Bedrooms:
5/26/2022
5/26/2023
30029
❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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 By:
Issued By:
Date:
Date:SZ 6A 7
3
MUMUPAUTY OF ANCHORAGE
Development Services Department t)j" Phone: 907-343-7904
On -Site Water & Wastewater Section—' Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 05179220000
Property owner(s) HOLLIDAY TERRY & SUE Day phone
Mailing address PO BOX 670109 CHUGIAK, AK 99567 0109
Site address 21220 BARON DR Chugiak
Legal description (Sub'd., Block & Lot) MCKINLEY VIEW ESTATES BILK 2 LT 16
Legal description (Township, Range & Section)
Lot Size 30,029 Sq. Ft. Number of Bedrooms 3
APPLICATION 1S FOR: APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field ❑ Initial ❑ Single Family (SF) 0
Septic Tank El Upgrade x (w/wo ADU)
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 Mun'cipal Codes.
'5//7
(Signature of property owner or authorized agent)
Permit/Rush Fees: 'o-22--c-
Waiver Fees:
Date of Payment: --6-11q, AZ2 Date of Payment:
Receipt Number: 0 R 131 0 Receipt Number:
Permit No. 25%022 //y 2 Waiver No.
G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc
Eklutna Engineering, LLC
curtistownsend @gma il.com
May 2O,2022
Subject: McKinley View Estates Block 2 Lot 16
New Septic Tank Permit Request
osP2271,42
I am writing to request a septic tank installation permit for the above referenced property. The
proposed system will serve a 3-bedroom single-family residence.
t. Soils. A test hole was dug in September to a depth of L2' . No groundwater was encountered. SM
and GM soils were found.
2. Wells. This lot and the surrounding lots are served by a public water system. There are no wells
within 2O0' of the proposed tank location.
Neighboring Wastewater systems. lmmediate neighboring septic systems are all +10' distant
from the property lines.
Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain
field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and
drainage ditches.
Topography: The ground in the immediate area of the tank replacement slopes downhill
towards the southeast at 9%.
The proposed installation will not affect the future development of this or the surrounding lots.
Sincerely,
Curtis L. Townsend, P.E.
3.
4.
5.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221142, Deb Wockenfuss, 05/26/22
/NEIGHBORING SEPTIC IS
>10' FROM PROPERTY LINE I
fr
Y
I
s EXISTING 57' x 5.25' x 2'
EFFECTIVE DEPTH TRENCH,
HOLDING '16'' WATER IN
MAY 2022
THIS LOT AND ALL NEIGHBORING
LOTS ARE SERVED BY A
CON/MUNITY WATER SYSTEM AND
THERE ARE NO WELLS WITHIN
1OO, OF THE SEPTIC SYSTEM
s
o
to?
12
3 BEDROOM HOUSE
rL!
/ NETGHBoRTNG ,.rr,. N
>10' FROM PROPERTY LINE
/z-
tor
15 /2,
SCOPE OF WORK1. REMOVE EXISTING TANK. REPLACE WITH NEW
1250 GAL STEP TANK. THE TANK IS TO BE
PROVIDED WITH A MINIMUM 2O'' O MANWAY
RISER SERVING THE FIRST COMPARTN/ENT.
CONNTCT TANK TO EXISTING FIELD. ENSURE
TANK IS MIN 1O' FROM HOUSE FOUNDATION.
2. ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL REQUIREMENTS SPECIFIED IN
ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65.
Septic Permit Drowing Prepored for
TERRY AND SUE HOLLIDAY
21220 Baron Dr Chugiak, Alaska 99567
MCKINLEY VIEW ESTATES BLOCK 2 LOT 16
osP221142
TKLUTNA ING/NIIR/NG, LLC
19162 N/OUNTAIN ROAD
CHUGIAK, ATASKA 99567
(e07) 406- 1 058
DATE:512612022
DRAWN:CLT
SCALE:1" = 30'
PID:051-792-20 SHEET 1 OF 1
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221142, Deb Wockenfuss, 05/26/22
F0 LA
r --!r
0
Air
per••".....#,•Ar q�g�
(��l0 :- 4.51.
4g�C1
,. ♦ Ni•// N�Iifrrl0l fit
Hobert C. Yt:nson
# NO. 880-5 ,�:
ti• : "
�.
AS -BUILT
1 hereby certify that have urveyyed the following described
Anchorage Recording Precinct, Alaska, and that the improve-
ments situated thereon are within the property lines and do not .
overlap or encroach on the property lying adjacent thereto, that
no improvements on property lyin$h adjacent thereto encroach
on the re no roadwas,
transmiss n lines orr other visible es in question and teasemen t there aon said property
except as indicated hereon.
Dated at Eagle River, Alaska
this Q -�= day of �' + 19 f 7
ROBERT C. JOHNSON —A� cP �d �
SCALE: Registered Land Survevor No. 9$0-L5
1„ . 0 Box 77-0456, Eagle River, Alaska 99577
Phone (907) 694-2543 . —
���•rt Jim `: "' .... ._. . ,
'~_'~.¢* .,~,,~t, Municipality of Anchorage Page / of
~- ,.~,:ii '~' ~ ~ DEPARTMENT OF H'EALTH AND HUMAN SERVICES
~, ~','~ ~ ENVIRONMENTAL SERVICES DIVISION
~,(~'~.'O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
'~.~'~n-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~ ~Z~ PIDNumber: ~7~¢~
Name: ~ ',~ ~/~ Wastewater System: ~ New ~ Upgrade
Addressp~¢~ 77~¢~7 ~¢~P~ ¢¢dZ7 ABSORPTION FIELD
Phone: ~¢~_ ~ ~o. of B~drooms: ~ Deep Trench ~Shal[owTrench U Bed U Mound ~ Other
LEGAL DESCRIPTION sci, .~,~.~: /. ~ ~,o/sq. ~t. To,., ~eCh f~o~2. E'°r~"~'
Lot: Block: Subdiv~ion: ¢/ Depth to pipe bottom from original grade: Gravel depth beneath p~pe
Township: . Range: ~ction: Fill~l~added ,ab°ve~/~)~°riginal grade:~ Ft Gravel length: ,~'/~ Ft.
W~ d~ Number of lines: Distance between lines:
WELL: ~ Ne ~ Upgra Gravelwidth: ~. Z~ Ft. / ~ Ft.
Classification (Priwte, A,B,C):~ Total Depth:~Ft. ~ Cased To: Ft. Total absorption ~'~area: SQ. Ft Pipe~ materiah~ ~ ~ ~V~
~ GPM Ft. Ft
SEPARATION DISTANCES ~ Septic ~ Holding ~ S.T.E.P.
To Septic Absorption Lift Holding =ubiic/Private ~anufacturer: Capacity in gallons:
~ ~ Matodah ~um~er of Gompa~ments:
Sudace ' ' ' LIFT STATION
Water ~ ~ ¢~¢ ~ ~¢D ¢
Size in gallons Manufacturer:
Lot
~in~ /¢'~ m'~ /~'+ /2~ ~ A,¢~ /¢'~
_ ~ "Pure on" level at: "Pump off level at: ~ High water alarm at:
Foundation /0 '~ /¢ '~ ~Z Y/
Curtain .... ¢ Pump Make & Model ~lectrical Insgec~i~med by:z~
' ' I Assumed Elevation:
Inspections performed by: ~MD ~¢¢~/~¢ . Dates: 1st / ~2~;¢ ~"¢~d%~;~,~,0~"~'¢" ....
Department of Hea ~h and ~aa ~rvices ap¢~¢~%~ ¢; 4~ oo//~hZ
Reviewed and approved by~ %~tYl- '*~ Date. ~*/1'¢[~ / '~1~"""~'~'~"*'
72-013 (Rev 9/91) MOA 25
WASTEWATER DISPOSAL SYSTEM
Lot 16. Block 2, McKinley View Estates Subdivision
P.I.D. # 051-792-20
LOT 1 5
LOT 17
WATER LINE
NOT INSTALLED
TO DATE
B-~=l 2+/:
A-D=76+/,-
B-D=18+/,-
A E=81+/-
B-E=,56+/-
A-F=43+/-
B-F=61+/-
E-G=24+/-
COMMUNITY WATER ALL ADJACENT LOTS
PREPARED FOR:
CHARLES R. FERRIN
P.O. BOX 770927
EAOLE RIVER, AK 99577-0927
694-9825
KND ENGINEERING
20441 PTARMIGAN BLVD
EAGLE RIVER, AK, 99577
(907)696-6111/Fax (907)696-8111
DATE:12/51/95(mod.2/25/96) DR~WING #
< z~
~, <
250 GAL
AS-BUILT DETAILS
WASTEWATER ABSORPTION SYSTEM
Lot 16. Block 2, McKinley View Estetes Subdivision
TANK
P.I,D. # 051-792-20
FINISHED GRADE (ADD UNCLASSIFIED FILL)
FILTER FABRIC AN~
SEWER ROCK
57'-$.25' WIDE TRENCH
90.57'
88.87'
I 1/4" PVC FROM TANK TO FIELD
2.5'(typ)
DM'T'
M.T.O
57'
52 LF 1 1/4" PVC W/5/16" HOLES
@ 1.7' SPACINO
SOLID FROM HOUSE
PREPARED FOR;
CHARLES R. FERRIN
P.O. BOX 770927
EAGLE RIVER, AK 99577-0927
694-9825
KND ENGINEERING
20441 PTARMIGAN BLVD
EAGLE RIVER, AK, 99577
(907)696-6111/Fax (907)696-8111
Date: 12/51/95 DR~WINO #
Scale: NTS 9528-S2
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650~ 825 "L" STREET, ROOM 502
ANCHORAGEs ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PAGE 1 OF
PERMIT NUMBER:SW950288
DESIGN ENGINEER:KND ENGINEERING
OWNER NAME:KINTZ JAMES
OWNER ADDRESS:3605 ARKANSAS DR.
ANCHORAGE,ALASKA 99517
DATE ISSUED: 9/22/95
EXPIRATION DATE: 9/22/96
PARCEL ID:05179220
LEGAL DESCRIPTION:
MCKINLEY VIEW ESTATES BLK
2 LT 16
LOT SIZE: 30029 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
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 (iSAAC80) .
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED~ SEALED AND HEATED TO PREVENT FREEZING
5~ THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
INSTALL DRAINFIELD UPHILL FROM TEST HOLE #4 AS
SHOWN ON THE SITE PLAN.
DRAINFIELD DEPTH MUST NOT EXCEED 2.5 FT.
BELOW ORIGINAL GRADE. ADJUST DRAINFIELD LENGTH
TO ACHIEVE A TOTAL AT::_~R_:TIOp
AT ,~F 375 SF.
DATE:
DATE:
~ND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 9957%8736
(907)696-6111/FAX (907)696-8111
February 24,1996
Jim Cross, P.E., On-Site Services Manager
Municipality of Anchorage
Dept. of Health & Human Services
P. O. Box 196650
Anchorage, Alaska 99519
RECEIVED
FEB 2 6 1996
Municipality of Anchorage
Oept. Health & Human Services
Subject:
Lot 16, Block 2, McKinley View Estates S/D - Request for Permit
P.I.D. # 051-792-20
Dear Jim:
Based on our February 20th meeting regarding the subject inspection report, I am
attaching the requested as-built changes, as well as, the following statements
regarding the soils consistency;
The system has not been placed in service. As of this date there is no water
connected to the site and an electrical panel at the house is required. (Presently
there is only one standing wall w/no enclosures). As discussed, the final
electrical inspection and certification will accompany the future HAA.
The soils encountered were consistent with the soils in test holes #4 and #5. The
depth of installation was conducted in conformance with your request. The soils
encountered consisted primarily of sand with only slight traces of silt.
The trench was extended in accordance with the criteria specified by your
department on the permit. Total trench length exceeds the minimum criteria as
specified by ordinance.
I appreciate your assistance in this matter. If you have any questions please call me
at 696-6111/FAX 696-8111.
Sincerely,
~~'M. Duffus, P.E.
KND Engineering
attachments:
Inspection Report
As-built Design Details
As-built Site Plan
On-Site Service Transmittal Sheet
~ND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
Municipality of Anchorage
Dept. of Health & Human Services
On-Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519-6650
RECEIVED
Murlicipatity ot Anchorage
Dept, Health & Human Services
September 13, 1995
Subject: Lot 16, Block 2, McKinley View Estates S/D - Request for Permit
P.I.D. # 051-792-20
Gentlemen:
The builder has decided to move the house from its previous location. The move
encroached on the existing testholes, reserve sites and the proposed system. We
have therefore placed two additional testholes and conducted additional
percolation tests. The new site location for the system has no conflicts with any
area wells.
The new design we are submitting is based on a proposed three bedroom house
and a worst case percolation rate of approximately (4 min./inch). Based on
adjacent soils tests it is anticipated that the percolation rates for the area soils
should be better than 4 min/in. Although water was monitored at only 8.3' we
have chosen a shallow installation due to high water encountered in the area.
Water was encountered during the excavation at 8.3'. In order to place the system
behind the house we have to use a pressurized system.
Thank you for your consideration of this request. If there are any questions,
please contact me at 696-6111.
Sincerely__.
Kenneth M. Duffust/,~.E.
KND Engineering
attachments:
Wastewater Absorption System Details
Site Plan
Soils Log/Percolation Test
WASTEWATER DISPOSAL SYSTEM
Lot 16. Block 2, McKinley View Estates Subdivision
P.I.D. # 051-792-20
LOT 1 7
LOT 1 5
WATER
LESS HOUSE FOOTPRINT: 2,455
/ ~'.~ LESS PROPOSED SYSTEM: 1,125
TOTAL AREA LEFT: 26,499
COMMUNITY WATER ALL ADJACENT LOTS
PREPARED FOR:
CHARLES R. FERRIN
P.O. BOX 770927
EAGLE RIVER, AK 99577-0927
694-9825
KND ENGINEERING
20441 PTARMIGAN BLVD
EAGLE RIVER, AK, 99577
(907)696-6111/Fax (907)696-8111
DATE: 9/12/95 DRAWING #
DESIGN DETAILS
WASTEWATER ADSORPTION SYSTEM
Lot 16. Block 2, McKinley View Estates Subdivision
FINISHED GRADE (ADD UNCLASSIFIED FILL/
FILTER FABRIC AND INSUL~
SEWER ROCK
44 ' 5 WIDE TRENCH
P.I.D. // 051-792-20
PRESSURIZED DISTRIBUTION SYSTEM HOLE SPACING DESIGN
1. RESIDUAL HEAD = 5'
2. HOLE SIZE = 5/16" = 1.00 GAL. PER HOLE @ 50 PSI
5. 30 GALS (PUMP DELIVERY)/1.00 GALS./HOLE = 30 HOLES
4. 59 LF LATERAL/50 HOLES = 1.5' SPACING PER HOLE
5, ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS.
2.5'(typ) CAP END OF PiPE
1 1/4" PVC FROM TANK TO FIELD
SOLID FROM HOUSE
0
44'
39 LF 1 1/4" PVC W/3/16" HOLES
@ 1.3' SPACING (TYP)
PERMIT
DESIGN CRITERIA
1. 3 BEDROOMS X 150 GAL/DAY/BEDROOM = 450 CPO
2, SOILS RATING: 4 MIN./INCH = 1.2 GPD/SF(trench)
3. 450 GPD/1.2 GPD PER SF - 375 SF
zL 375 SF /5' W * 0.58 = 43.75' L (use 44')
5. MINIMUM DESIGN SIZE = 5' W x 44' L x 5' D (trench)
6. 2" HD INSULATION REQUIRED OVER FIELD <3' OF COVER
7. 2" HD INSULATION REQUIRED OVER TANK (4' OF COVER
KND ENGINEERING
20441 PTARMIGAN BLVD
EAGLE RIVER, AK, 99577
(907)696-6111/Fax (907)696-8111
PREPARED FOR:
CHARLES R. FERRIN
P.O. BOX 770927
EAGLE RIVER, AK 99577-0927
694-9825
WATER MONITORED
8.5' BELOW GRADE
Date: 9-12-95 /DR~WINO #
Scale: NTS L 9528-S2
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
10
11
12.--
13
14
15-
16
17
18
19
20
~&-L~kf-(~.,~--.// "~E~"F~-:tA'- P,4. '--~['~J' ~' DATE PERFORMED
Dl';,,~.r2 ,'2, t~'', "Jm'~'~ Township, Range, Section:
2
5
6 ~
8
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth lo Water Alter
Monitoring? Dale:
COMMENTS
J I
Reading Date Gross Net Depth to Net
Time Time Water Drop
z '4"
PERCOLATION RATE ~,-~'~' ''~ (mmutesnnch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ ET AND '~ FT
PERFORMED BY: '/1'/(~..~ I /'~;L) ~"z:'~/:::~:2.~' ') CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~'?;2-/'~ ~'~-
72 008 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION:
(FEI:T)
1
2
4
5
6
7
8
9
10
11
12 --
13
14
15
16
17,
18
19
20
DATE PERFORME[
Township, Range, Section:
SLOPE SITE PLAN
WAS GROUND WATER /
ENCOUNTERED?
S
IF YES, AT WHAT ~
DEPTH? ~ p
E
Depth to Water Alter
Monitoring? Date:
Reading Date to
Gross
Net
Depth
Time Time Water
~ ~ /o / 3, ~ .~ ..
/
Net
I)rop
PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~--~ FT AND ,, FT
,? ,L~
.... ' "' CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ,
72-008 (Rev. 4/85)
(907)696-6111/FAX (907)696-8111
September 2, I995
Municipality of Anchorage
Dept. of Health & Human Services
On-Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519-6650
Subject: Lot 16, Block 2, McKinley View Estates S/D - Request for Pemxit
Gentlemen:
Attached is our request for an on-site sewer permit for the above lot. The
subdivision is served by public water and no on-site well will be provided.
As shown on the site plan, there are no conflicts with proposed water lines,
sewer systems or with potential reserve areas. In addition, there are no class "A"
public wells within 200' of the property, and sufficient distance ( 10'+ ) is
provided for all area water lines.
This lot is gently sloping from northwest to southeast at an approximate 3-4%
slope. There is adequate area directly north and west of the test hole location on
the lot to install both an original and a replacement system. The natural slope
will provide positive drainage away from the proposed installation site. There is
no surface water within 200 feet of any portion of the proposed installation.
Several testholes were excavated on this property in an attempt to locate a
suitable site for the installation. Testholes #2 & #3 were excavated just east of the
proposed dwelling; percolation and water monitoring results indicate this site is
an appropriate location for the septic system with sufficient room for a future
upgrade. The design we are submitting is based on a proposed three bedroom
house and a worst case percolation rate of approximately (40 min./inch). Based
on adjacent soils tests it is anticipated that the percolation rates for the area soils
should be better than 40 min/in. Although water was monitored at only 8.3' we
have chosen a shallow installation due to high water encountered in the area.
Water was encountered during the excavation at 8.5'.
I have chosen a pressurized system in order to extend the life of system and to
prevent premature failure.
Subject:
Lot 16, Block 2, McKinley View Estates S/D - Request for Permit
September 2, 1995
Page 2 of 2
Tl~ank you for your consideration of this request. If there are any questions,
please contact me at 696-6111.
Sincerely,
KND Engineering
attachments:
On-Site Well and Sewer Application
Wastewater Absorption System Details
Site Plan
Soils Log/Percolation Test
WASTEWATER DISPOSAL SYSTEM
Lot 16. Block 2, McKinley View Estotes Subdivision
P.I.D. //
/
/
WATER LINE
LOT 1 5
LOT 17
?
LESS PROPOSED SYSTEM: 1,125
TOTAL AREA LEFT: 28,104
COMMUNITY WATER
PREPARED FOR:
CHARLES R. FERRIN
P.O. BOX 770927
EAOLE RIVER, AK 99577-0927
694-9825
KND ENGINEERING
2_0441 PTARMIGAN BLVD
EAGLE RIVER, AK, 99577
(907)696-6111/Fax (907)696-8111
DATE: 8/30/95 J ORA'WING #
Scele: I" ~ 50' ~ 9528-S1
DESIGN DETAILS P.I.D.
WASTEWATER ABSORPTION SYSTEM PERNIT
Lot 16. Block 2, McKinley View Estates Subdivision
FINISHED GRADE ('ADD UNCLASSIFIED FILL)
FILTER FABRIC AND INSUL~
SEWER ROCK
100 ' BED
PRESSURIZED DISTRIBUTION SYSTEM HOLE SPACING DESIGN
1. RESIDUAL HEAD = 5'
2. HOLE SIZE - .3/16" = 1.00 CAL, PER HOLE @ 50 PSI ~OH Ia.o'
5. 30 GALS (PUMP DELIVERY)/1.00 GALS./HOLE = 30 HOLES
4-. 285 LF LATERAL/50 HOLES = 9.5' SPACING PER HOLE
5. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS,
2.5'(typ) 2.5'(typ) X~AP ENDS OF PIPE(TYP) x~ C
1 1/4-" PVC FROM TANK TO FIELD
1/4-" PVC FOR MANIFOLD
1250 GAL
| S.T.E.P. 1
-04o o0I
c.o./o.o.C.G, j
Lift Stotlon
4-" SOLID FROM HOUSE
_N_- -I 95 LF 1 1/4" PVC
tn @ 9.5' SPACING
0
' 73/16'' NOLES
TYP)
00'
DESION CRITERIA
1. 3 BEDROOMS X 150 GAL/DAY/BEDROOM = 4-50 GPD
2. SOILS RATING: 4.0 MIN./INCH = 0.3 GPD/SF(BED)
,5, 4-50 gPD/O.3 gPD PER SF = 1,500 SF
¢. 1,500 SF /15' W = 100' L
5. MINIMUM DESIGN SIZE = 15' W x 100' L BED
6. 2" HD INSULATION REQUIRED OVER FIELD <3' OF COVER
7. 2" HD INSULATION REQUIRED OVER TANK <,4' OF COVER
PREPARED FOR:
CHARLES R. FERRIN
P.O. BOX 770927
EAGLE RIVER, AK 99577-0927
694-9825
KND ENGINEERING
20441 PTARMIGAN BLVD
EAGLE RIVER, AK, 99577
(907)696-6111/Fax (907)696-8111
Date: 8-25-95 DRAWING #
Scale: NTS 952B-S2
PERFORMEB FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Munlclpdity of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street. Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
~/~ ¢-~,'/~,~/~t.~. Township, Range, Section:
SITE PLAN
WAS GROUND WATER
ENCOUNTERED:? - 7
IF YES. AT WHAT
DEPTH/
Depth Io Water kfler~
~ni~ring? ~' ~ /'Dale:
PERCOLATION RATE. (mmulL~/mch} PERC itOLE DIAME
TEST RUN BETWEEN ~'~ FT AND g/~ F (
Gross Net Depth to Net
Reading Date Time Time Water Drop
~ ///~ ~ Y '/~ ~/~
COMMENTS t/-'~/"~
PERFORMED BY.__ .~),/~C~)Z~) I _ /~ ,~? ...... C[FtIffY IltA1. 1HI4 H f) l W/xf, f2ffdOHMLDIN
ACCORI)ANCEWIlltALLSIAIEANOMUNICIPAI OUiO[llt4Eglt'4 I~l'l [iCl ON THI[~ DA'Il [)A[[ ~'~':"~'
Munic(pality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
6
7
8
9
10-
11
12
13-
14
15
16
17
18
19
2O
Township, Range, Section:
SLOPE
SiTE PLAN
WAS GROUND WATER
ENCOUNTERED;' V
/
IF YES. AT WHAT / ~ / OL
DEPTH? P
E
Depth I~ Waler After.
Ilonib~rinO? 6 .~.?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
_ (m,nuleszmchJ PERC HOLE DIAMETER
FT AND '~ FI'
ACCOI~DANC[ Wlllfl ALI S!AIE AI~[J MUNICIPAL GIJIO[LIN(:,¢3114 ([[[(.1 ON ]HI!3 DAli [)Ali '('
PERFORMED FOR:
LEGAL DESCRIPTION:
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20-
Municipality of Anchorage
~ePa~t~eNt ge HEALTH a HuMan se~wces
825 'L Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
Township, Range, Section:
~/~ ~ ~--~),,... SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED;' ~'/
S
DEPTH? P
E
Depth to Water Afler~ ~/., .' ~- _ _ ..,_.
IdoflitorinD? D - '-~'T" Date: v-~ ~ ..~,-%
Gross Net Depth to Net
Reading Date Time Time Water Drop
TEST RUN BETWEEN --
COmmeNTS t-~t.~ ~~?,-
PERCOLATION RATE ~--~ (mmuteszmch} PERG HOLE DIAMETER
~ FT AND ~:' F 'l'
72-008 (f{ov. 4185}
ANQ~ORAG~, ALAS~<~A 9950~-'0650
DEPARTMENT OF HEALTH & HUMAN SERVICES
January 10, 1986
TO: Permit Applicant
Subject: Permit # 850341
Lot 16 Block 2 Mc Kinley View Estate Subdivision
A permit issued by this Department for an individual well and/or on-site
sewer system has expired as of December 31, 1985.
Permits are issued on a calendar year basis by authority of Municipal
Ordinance. A new permit must be obtained from this Department for any
well and/or on-site sewer system not installed by the expiration date.
If you have drilled the well, a well log needs to be sent to this
Department for documentation of the installation and to close the permit.
If a private engineer inspected the installation of the on-site sewer system
the original as-built inspection report(three part form) must be sent to
this office for review and approval,and for documentation.
If there are any further questions, please call this office at 264-4720.
Sincerely,
Susan E. Oswalt
Program Manager
On-site Services
SEO/ljw
eric: Copy of Permit
DEPAR]"FtENT' E) ~.W22::d.... H...! ANI} ENVIF<[)NFI[:i},I'f'AL.. I yFECT:[ON
82'.5 L ST'F;,'EET', ANCHOF;,'AGE~ AK 995()II.
2.64-4720
MAX BEDF~Ed]M,'-i;f ;:
SUBI:)IV:[S:[ON:: MCI<INLEY VIEW ES'TATE I..O"F:
StZC'T I ON: 4 'I"OWNSH I t:::': :t.'.":];N RANGli!!: :',
3C~02Y7 (SQ,, F'F,, OR ACRlii!:S)
BARON
3
L i .s'tt. ed,..~' :.' J.' c::,w a r' (.:.:.~ .l ..... h (.'.:, opt i on s a'va :[ 1 al::) 1 e 'L o yoLt i I"l d (.:.}?~ :[ C I'] :i. rig yOL.U" Sf. Dp'L i C:
system,, E, li;:o'se the optior'i tha'L bes'L f':i.'Ls yoLtr' site.
:[)IEI:::'TH 'f'O t::"']:l:::'liii:' BOT]"OM(I:::'"t".)
E;RAVE:I.... DEi]="H'"I (F']',,
'T'O'T'AL :OEF"r'H (?;:"r,.)
GRAVEl.... W I DT'H (I:::' 'F ,,
(:})I::?.AVI~d_. L. IENG'TH (I:::T',,)
[.':'}F::AVIEL. VOi...UMIE (CU ,, YDS,, )
f'ANK SIZE; (G~L..S)
SO;IL RATING (SQ.F:'T,,/BR)
.... .... GI::;¥::~VEI... I..EF.IG]'I.I > 75 t:::'T, REE,!U ]: I:~ES I*'tL.IL ....... 1 .I. t"' L,~ ....: F;~UIq,S (NOT Iii[ X [:]tEtii!:D :[ I'..tE~ '7'"". ;'.'.'~ I:::'"1". lEACH)
.x..4~. ]'AI',IK 'll.,,'~t I'~;~'v[: A"F LEAST' 'T'I,',JO CC]MI::'AI::~'/'H"II.~i]'TT'S
]: ,'::: c.,r' t :L i: y .I:. h a i:.:
:I.,, ;l: am l"amil:i, ar' with the r'oquir'emen'Ls ~',,:::,r' or'r...s:i, te sewers and wells
t:orth l::)y Lhe tdunicil::lal:i.ty c:)i:' Anchorage (tdOA) and the State c::,l:' Alaska,,
2. I w:i. 11 ins'La.!.l the ~f~ys'[..~>::,m :i.n ac:(::(::)l-dar'H:::e ~,~i't:.h 2~].]. F'I06':i coc:h.:~.)s and r'egulat:i, ons,
ar'ici :i.o (::;c)mp].:i.~?~r'ic:(.:,? w:i.'t:.h 'Lhe design cr'iter'ia of' this permit,,
3,, :[ (.,~:i.:l. 1 a,:::lher'c~ 'Lo alI t'"lChg and State ol' Alasl.::a r'equ:i.r'ements ~.of 'Lhe set back
ct:[E;;:.ar~c:e~s fl'om ¢:~tlr'~y ex:i. sC:i. ng we:,l:l., wastewa't:.er' d:i. sposaI ~E~ystf(r::'/~l (;]P
%(.'::.(,9(+:.H"&'~([:j~:::~ si~ySis'[.['..:.)['li (::)1] '(.hJ.f~ oI' any acljacer'rL or' near'by lot.
,:l-:,]; Lzr'ic!t::.'(,r'~taFid that:, this per'mi't:. :i.~i~ vat:i.d ['or' a maximum of' 3 bedr'ooms ar'id
any ct"itar, 9~..::,nlenL wi].i r'equir'(.:.~, an add:i.'l:.:i.c, nal perm:i.t,,
:i:i:::' AL.. :I: I:::']' S"I"AT:I:ON :IS INST'AI..LIED :[lq AN AREA COVERED BY MOA BUILD:lNG
'T'I'IE~]xl (:!) AN I!/LECTF~i[CAI.... I:::'E~:RMZT AND ZNSI:::'IEC"f'ICtN MUS]' BE [)BTAIIxIIED~ (2) AS"'"BLIiL..'T'S
(,'.J I I....L. NOT .(6~:S API;;:'I;:~OVED W ]: TH[]U'I" AN E[I....[~[CTR :1: CAi.... :[ NSF'EC'I" :[ ON RIEPOI::(I" ~ AND (3) 'f'HE:
Et..IEC]"R:t:CA[. WORK MUST BE DONI~[ BY A I....:t:CENStED IELEC;]'RtCIAN,,
MUNIClPAUTY 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: "~'/V~ ~¢/'~'¢~ ~'/-'~'~/~ DATE PERFORMED:
SLOPE SITE PLAN
2
10
11
12
13
14
15
16
17
18
19
2O
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Reading
Cross [ Net Depth to Net
Date 'Time / Time Water Drop
COMMENTS _~ ¢~ ~-:~:
PERFORMED BY: :: t~: L CERTIFIED BY::" ~ DATE:
72-008 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
1. GENERAL INFORMATION
LoCation (site address or directions)
Property owner
Mailing address
Lending agency
Mai!lng address
Day phone
Day phone
Agent
Address
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS:
TYPE OF WATER SUPPLY:
Individual well
Community well
NOTE:
Public water ~
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
TYPE OF WASTEWATER DIS POSAL:
Individual on-site
Holding tank
Community on-site
NOTE:
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MOA #21
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 of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is 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 in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm KNDEngineer/ng Phone Gfi(o- ~ll I
20441 Ptarm~an Blvd.
Address Eagle River, AK ~.~ .
Engineer's signature ~~. ~/~ Date
//
DHHS SIGNATURE
· ~',Z~, Approved for -T~//~-~(~ bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
Additional Comments
~_~lii[e~i .
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the 8tats of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72-025 (Rev. 1/91) Back MOA
LIFT STATION
Date installed
Manhole/Access (Y/N)
High water alarm level at*
Cycles tested ~
E. SEPARATION DISTANCES
Size in gallons
"Pump on" level at* ~ 2" "Pump off" level at*
*Datum
SEPARATION DISTANCES FROM WELL ON LOT TO:
Sep'~rtc-/holdi~nk on lot
Absorption field on lot
Public sewer main
Sewer/septic service line
On adjacentlots
On adjacent lots
Public
Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation Do' + Property line Io' + Absorption field lo
Water main/service line '~¢~'+ Sudace water/drainage ~o~' + Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
Property line
Surface water
Curtain drain:¢ ~ t ~-
ENGINEER'S CERTIFICATION
Building foundation ~ -+ Water main/service line
Driveway, parking/vehicle storage area Z~,
Wells on adjacent lots
I certify that I have determined thru field inspections and review of Municipal records
in conformance with MOA HAA guidelines in effect on this date.
Signature ~~. ~
Engineer's Name ,¢~.
Date ~,,//~,~/¢ ?
are
HAA Fee $ C~ ~ 72
Date of Payment /./'5~/?)/f
Receipt Number ~'./;'
72-026 (Rev. 3/96)*
Waiver Fee $
Date of Payment
Receipt Number
MUNi~if'ALI
Municipality of Anchorage ENViP, ONU~NTAL
DEPARTMENT OF HEALTH & HUMAN SERVICES ,JAN
Environmental Services Division
825 L Street, Room 502. Anchorage, Alaska 99501-(907) 341i~7(!:4~'~ J U ~
Health Authority Approval Checklist
Legal Description: ¢~-%'~q~c_~.~J t~-~ %s~'c
A. WELL DATA
Well type
Date of test
Static water level
Well production
WATER SAMPLE RESULTS:
Coliform
Parcel I.D.:
If A, B, or C, attach ADEC letter. ADEC water system number .~"~/~ ~ ?'7
L o"'6'g--I;~s e n t (Y/N) completed
Date
Total depth '""'"---% Cased to Casing height (above ground)
Sanitary seal (Y/N) "'"'"~~ Wires properly protected (Y/N)
OG AT INSPECTION
g.p.m.
Nitrate ~
Date of sample: Collected by:
B. SEPTIC/HOLDING TANK DATA %'~P L,~ sT~T[¢~.
Date installed ~o~ ~%/~ ~'
Foundation cleanout (Y/N)
Date of Pumping ¢./~
g.p.m.
Tank size ~:z%o Number of Compartments 2. Cleanouts (Y/N)
7 Depression (Y/N) ~ High water alarm (Y/N)
Pumper
C. ABSORPTION FIELD DATA
Date installed
Length '% ~ ' Width
Soil rating (g.p.d./ft2 ~) [. ~ System type
'-;,z,'~~ Gravel thickness below pipe ~ Total depth
Effective absorption area 7_.'7. % Monitoring Tube present (Y/N) "/ _ Depression over field (Y/N)
Date of adequacy test ~'-~J Results (Pass/Fail) ,4/,~.r For ~ ~ bedrooms
Fluid depth in absorption field before test (in.); Immediately after ~gal. water added (in.): ~
Fluid depth ~ (ins) Minutes later: ~ Absorption rate = ~ g.p.d.
Peroxide treatment (past 12 months) (Y/N)
If yes, give date
72-026 (Rev. 3/96)*