HomeMy WebLinkAboutT15N R2W SEC 25 LT 47
Municipality of Anchorage §l~a~ 01~ ~o~f 2
On-Site Water and Wastewater Program · (907) 343-7904 ·
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP151235 PID Number: 051-281-J'~;~iiNBn
Dwelling: ~ Single Family(SF) ~ Duplex(D) ~ Multiple(SFand/er D) Project: ~ New ~ Upgrade
Name:
Kenneth Barber ABSORPTION FIELD
Address ~ Deep Trench ~ Shallow Trench ~
P.O. Box 670322, Chugiak, AK, 99567 ~ Other
Phone907_696_3329 3 To~l dept~odginar grade
Number of Bedrooms Soil Rating
Existing GPD/SF ~ Ft.
LEGAL DESCRIPTION Depth to pipe inve~ from original gr~ Gravel depth beneath pipe
SubdMsion Block Lot ~ Ft Ft.
Fill added above original gr~ ~ravel length
Fo~ship Range Se~ion~ Ft Ft.
~15N, RIW, Section 25, Lot 47 Beds: Number of Lines Distance be~een lines
Gravel
'8~TIO~ ~ST~fi~ ~t ~t.
Te Soptic Abso~tion U~ 8~tion Holdino Sowor ro~l~rption aroa ~umb~r of tronchos Dist. ge~eon
Fro~ Tank Field T~nk Uno~ F~ Ft.
~ Other
WO, ~00'+ oxistin~ - 25'+ T~KManufacturer~ soptic ~ s.l.fi.~. ~ Hol0ino ~paci¢
Suffa~Water ~00'+ oxistino Anchorage Tank ~250
Matorial ~umbor o~ mmpa~onts
Cot Une ~'+ Oxistin~ - 8tool 2
LIFT STATION
Foundation 5'+ existing -
Manufac~rer
Cu~ain Drain N/A Gal
Remarks No cu~ain drain known. Pump on level at High water alarm at
Old tank was removed and disposed off site. ~ in. in.
Tank insulated w/4" R-Tech. ~~de~ Ele~rical Inspections pe~ormed by
Tank to
Ins~ller PIPE MATERIAL House to tank D3034 dminfield D3034
JR's Septic Pumping Drainfieid existing CO/MT D3034
Inspe~or AK Rim Engineering BENCH MARK (Assum~ elevation) 100.00 ff
InspectiOndates: 1~ 8/4/1 5 2~ - Lo~tion and descrip~on
3~ _ 4· _ Bottom of ve~ical trim, NE corner of house,
COMMUNI~ DEVELOPMENT DEPARTMENT APPROVAL Engineer's S~mp
Conditional Approval: Date ~~2~
Approved ~//~ Date ~-/- ~ ' ~%:'"' "~,.' -.~o,,ss,o.~*"' '":
Inspection Re[
CO CO
RNAL GRADE = 99.00-99.09
TOP OF TANK AT TOP OF TANK AT
INLET ~ 96.92 4' INSULATION OUTLET - 96.95
INLET = 96.29 NEW 1250 GALLON AT OUST = 99.oe
SEPTIC TANK
(10' BURIAL RATED)
GAR " A DBLI 52.7 52.7
~~n~;8~F/~ 1~ *:' ~.9~SEPTIC TANK REPLACEMENT RECORD DWG
;~ PHONE: (907)745-0222
*~e;~_t ~ZZ~[~ FAX: (907)746-0222
~aska R~ Eng~ee~g, ~c. n~ 8/5/2015 2 OF 2
Permit Number: OSP151235
Tax Code Number: 05128148000
Work Type: Septic
Permit Effective Dates: July 29, 2015
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
Upgrade
to July 28, 2016
Design Engineer: ALASKA RIM ENGINEERING
Subdivision: T15N R2W SEC 25
Site Legal Address: T15N R2W SEC 25 LT 47 G:0752
Owner/Address: BARBER KENNETH N & MARGARET F
PO BOX 670322 CHUGIAK AK 995670322
Site Mailing Address: 17643 PIONEER DR, Eagle River
Lot Size in Sq Ft: 108900
Total Bedrooms: 3
This permit is for the construction of:
N 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.
Special Provisions: The existing septic tank shall be decommissioned in accordance with the
code.
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. 051-281-48
Property owner(s) Kenneth Barber
Mailing address P.O. Box 670322, Chugiak, AK, 99567
Day phone 907-696-3329
Site address 17643 Pioneer Drive, Chugiak, AK, 99567
Legal description (Sub'd., Block & Lot) j
Legal description (Township, Range & Section) T.-I.,2N, R2W, Section 25: Lot 47
LotSize 108900 .Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
([~] all that apply)
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
APPLICATION IS AN:
TYPE OF DWELLING:
Initial [] Single Family (SF)
(w/wo ADU)
Upgrade []
Duplex (D)
Renewal []
Multiple Dwellings
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE ! WAIVER REQUEST FOR:
N/A Distance: -
I certify that the above information is correct. I further certify that this is in accordance with
a_p.~ ~n J~~
('8-i~Sature of property owner or authorized agent)
Permit/Rush Fees: ~.~'"
Date of Payment:
Receipt Number:
Permit No. ~[.~
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit App_~'- :. ~£.~]c .;
ALASKA RIM ENGINEERING, INC.
ENGINEERS - PLANNERS - SURVEYORS
9742 E. Frontage Road
Pahner, Alaska 99645
Tdephone (907) 745-0222
Fax (907) 746-0222
Online at: www.alaskarim.com
July 21, 2015
Jay Crewdson, P.E.
Municipality of Anchorage, D.S.D.,
On-Site Water and Wastewater Department
4700 Elmore Road, Anchorage, AK, 99519
Re: T15N, R2W, Section 25; Lot 47. 17643 Pioneer Drive, Chugiak, AK, 99567.
Subject: Septic Tank Replacement Request
AK Rim Engineering Project #: 15-00613
Mr. Crewdson,
The subject property is served by a private well and a septic system consisting of a 1000 gallon
septic tank and a trench type drainfield. The septic tank integrity is compromised and it needs to
be replaced immediately. The tank will be replaced with an equivalent approved septic tank in
the same location. All applicable separation distances will be met.
If you have any questions, please contact me at 907-745-0222 or at chuck~alaskarim.com or
Attachments:
· Site plan drawing
~IONEE~
PROPOSED SEPTIC TANK REP~CEMENT
~ P.O. BOX 2749
PHONE: (907)745-0222
~aska ~m E~ineer~, Inc. ~ 7/21/2015 PAGE 1 0F 1 1"=60'
Municipality of Anchorage page / of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~/ ~P~'~'~ PIDNumber: 0~'/ ,~/
Name:
~'~-~'F.. Wastewater System: ~New D Upgrade
Address:
F~ ~0~ ~3~, ~u~ ~PS~ ABSORPTION FIELD
Phone: { NO. of Sedrooms:
~-~/~ ~I ~ ~ Deep Trench ~ShallowTrench ~Bed ~Mound ~Other
Total Depth from original grade:
Lot: Block: Subdivision: Depth to pipe bottom 1rom original grade: Gravel depth beneath p~pe
~ Fill added above original grade: Gravel length:
Township: /~W Range: ~I Section: ~ O' ~ Ft. ~/ Ft.
WELL: ~New ~ Upgrade Gravel dcpth;~/~ ~ Ft. Number of lines:/
C~assification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material:
Date installS:
Driller: Date Drilled: SteticWater Level: Installer:
Pump Set at: ~ Casing Hei ~ ~ov. ~.u.,= TANK
SEPARATION DISTANCES ~eptic C Holding ~ S.T.E.P.
To septic Absorption Lift Holding ~Pdvate Manufacturer: Capaci~ in gallons:
:rom Tank Field Station Tank Sewer Lin. ~W~ ~4~
Well +lO0' ¢/~' fl/~ N/~. ~' Material~ NumberofCompaHment':
Sudace LIFT STATION
Line ~/~ P/~ ~/01 Size in gallons: Manufacturer:
FouRdation ~ ~1 ~/~ / ~lH,ghwateralarmat
Remarks: BENCH MARK
Location and Description:
I .Assumed Elevation:
uepar~mem of He e~ices approval ~",,, ..,"~
72-O13 (1/91) MOA 25
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description;
L
SWING TIES:
A - C = 44,9
B - C = 38,3
A - D = 94.3
]8 - D = 103,7
SCALE
-
-
N 89°57'43,
z
WELL
LOT
47
¢>-- I 5'x41'TRENCH
EXISTING r~
CABIN
$0' ROW & U ILI~-I'-~S~-,~VATIDN
~\ ~'~'~ 328.02
000 GALLON TANK
TEST HOLE
MONITOR TUBE
SEWER CLEANOUT
WELL
PROPOSED LEACHFIELD
EASEMENT
CARLISLE/PIONEER DR~VE
ELEVATIONS
(NOT TO SCALE)
TEST HDLE 9 ~ 82.0
by
SULLIVAN WATER WELLS
OWNER OF LAND /~.~
LEGAL DESCRIPTION "'~/.~-AJ ~ ~ ~
DATE - Sta~ed Ended
PE~IT NUMBER
P.O. BOX 670272, CHUGIAK, ALASKA 99567 * TELEPHONE 688-2759
c ~ j~ ,~L sTATIc LEVEL OF wATER
~ ~ <~rawDownet.
10~9~ GALS. Per HR ~a
KIND OF FORMATION:
From 0 Et. to. 7
From 4 Ft. to--Ft.
~om ~-L Vt. to 2 q
From__Ft. to
From. q ~'~ Ft. to.__Ft.
From__Et. to Ft.
From Ft. to Ft.
From__FL to Ft.
From.__Ft. to Ft.
From FI. to Ft.
From FI. to FI,
From__Ft. to Et,
From__Ft. to Ft.
From Ft. to Ft.
From Ft. tO Ft,
Ft. Odd ..ct 7y-_-/2.
From
From __
From
From __
Frown
From
From
From __
From
From__
From__
From
Et. to Ft.__
Fcto Ft.
Ft. to Ft.
Fi. to Ft,
Ft. to Ft
Ft. to Ft.
FI. to Ft.
FI. to Ft.
Et. to Ft.
FI. to Ft.
Ft. to.__F!
Ft. to___Ft.
.Ft. to___Ft.
,F&to Ft.
Et. to Ft.
Et, to Ft.
MISCL. INFORMATION:
2 7-0 <1 F ;- o/--'~ /20
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PERMIT NUMBER:SW940377
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:BARBER KENNETH N & MARGARET F
OWNER ADDRESS:P.O. BOX 670322
CHUGIAK, ALASKA 99567
iOZ /.-
PAGE 1 OF
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT ~
DATE ISSUED: 9/30/94
EXPIRATION DATE: 9/30/95
PARCEL ID:05128148
LEGAL DESCRIPTION: T15N R2W SEC 25 LT 47
LOT SIZE: 108900 (SQ. FT.)
~ER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MLrNICIPAL CODE CHAPTERS
15.55 AND 15.65 ~ THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 (24 HOURS)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM I/NDER 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:
RECEIVED BY: ~~ ~? ~,.,,~->.-'-:~::~:~' ·
Louis Butera, P.E.
Registered Civil Engineer
September 21, 1994
Jim Cross, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Lot 47, T15N l~W Section 25
Narrative & Permit Application
Dear Mr. Cross:
The proposed septic installation will have very limited impact on adjacent properties for the
following reasons:
1. The surrounding lots are large, allowing sufficient room for septic sites.
2. Immediate neighboring septic systems are all +30' distance.
3. Reserve space is adequate, due to absorption capacity.
4. Surface drainage will not be affected and is not a major consideration in our
design.
We have designed our leachfield based on a sieve analysis that shows the soil to be graded SP.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\C:\WPWIN60\WPDOCS\1994\94~060A.NAR
P.O. Box 773294 · Eagle River, Alaska 99577 · Telephone (907} 694-5195 · Fax (907) 694-3297
Z
NO SURFACE WATER
NO KNOWN CURTAIN DRAINS
RECEIVED
UNDEVELBPED
327,76
N 89~57'43'' ~/
PROP. WELL
AUG ;~ I
Mu,~:G~pality of Anchoraq¢
Dept. Health & Human
LOT 47
REPL. TRENCH
EXISTING
CABIN --
50' ROW & UTILITY ~ATI~
328,02~
W
1000 GALLON
TAN K
W
N 89°59'33' W
CARLISLE/PIONEER
DRIVE
[] -
TEST HOLE
MONITOR TUBE
SEWER CLEANOUT
WELL
PROPOSED LEACHFIELD
EASEMENT
SEPTIC SITE PLAN
LEGAL: LOT 47 T15N R2W S25
OWNER: BARBER
CONTRACTOR: RASMUSSON
JOB # 94-0601 DATE: 0~/95[ SCALE 1" = 60'
EAGLE RIVER ENGINEERING SERVfCES
A P.O. Box 773294
EAGLE RIVER, AIC 99577
(907) 694-5195 FAX: (907) 694-3297
EAGLE RIVER
ENGINEERING SERVICES
P,O. Box 773294
EAGLE RIVER, AK 99577
(907) 694-5~195
SHEET NO, OF
SCALE
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: Lot 47, T15N R~W Section 25
1. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of Health
requirements.
4. All soil tests are advisory to the design and are to be verified or modified in the
field by the engineer.
5. All excavations and depths are advisory and are to be verified in the field by the
contractor to meet Municipality of Anchorage requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements
and to locate any adjacent multi-family wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation
requires engineer approval.
8. It is always recommended that a surveyor locate the nearest lot line position and
the location of any easements.
1. The trench is to follow the natural land contour to maintain uniform total depth of
the trench bottom.
2. The bottom of the trench shall be level, plus or minus 1.5".
3. The total depth of the trench excavation is not to exceed 7' at any point.
4. The leach line is to be laid level.
5. The trench gravel is to be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth of 3' or
equivalent is to be placed over the leachfield.
7. The area over the trench is to be fnfish graded to prevent ponding of surface water
runoff.
8. The septic tank and leachfield must not be closer than 100' to any existing private
well, 150' to any Class "C" well, or 200 feet to any community well.
I~ECOMMENDED LEACHFIELD DIMENSIONS:
TOTAL DEPTH = 7' GRAVEL DEPTH = 3.5' under pipe, 2"over pipe, 4' total
TRENCH LENGTH = 41' TRENCH WIDTH = 5'
SOIL RATING = 1.2 GPD/ft2 BEDROOM CAPACITY = 3
SEPTIC TANK = 1,000 gallons
Twenty-four (24) hours notice required for all inspections.
C:\WPWIN60\WPDOCS\ 1994\94-060A.SPC
UN])EVELDPE])
327,76
I N 89°57'43'' W
I
I
I ~ PROP. WELL
I ,
,
I
~ I 1000 GALLON ~Z
A a:: I -- TANK J
~ ~ ~1 LET 47
~> al~ ~1 ~ ~ ~+
~ ~ I 5'x41 'TRENCH ~ Z
I % EX~S~
I __~ CABIN
I
50' RBW & UTILIT
3~8,0~ ~
N 89~59'33~ W
CARLISLE/PIONEER DRIVE
~ - TEST HOLE
* - ~ON~TOR TUBE
o - SEWER CL~NOUT
~ - WELL
NO SURFACE WATER :',',',:',',:~',',- PROPOSED LEACHFIELD
NO KNOWN CURTAIN DRAINS ~SEMENT
SEPTIC S TE PLAN
LEGAL: LOT 47 T15N R2W S25~x~"
OWNER:BARBER
CONTRACTOR: RASMUSSON -~9TH
JOB ~ 94-0601 DATE: 09/20/941 SCALE 1" = 60' ~.~
~s A.,U~A '.g~
A ~ ~[V~ ~/~[~¢ ~WC~ ~ ',, CE-6736 ." ~
EAGLE RIVER, A~. 99577
(907) 694-5195 FAX: (907) 694-3297
~00
GRAIN .SIZE
DISTRIBUTION
TEST
REPORT
gO
80
70
z~ 60
LL
~: 50
u
~ 40
3O
2O
lO
0
200 ~00 lO.O i.O 0.~ 0.0~
GRAIN SIZE - mm
0.00:[
· 0 ~;75 mm
% GRAVEL
43.4
SAND
56.2
% SILT I % CLAY
0.4
t LL PI D85 D60 D50 D30 0 Di5 Dio Cc Cu
N/A NP i5.08 5.60 3.26 0.765 .4498 0.3733 0.28
MATERIAL DESCRIPTION USCS AASHTO
· SAND POORLY GRADED SP A-l-a
Project No.: 94-060
Pro)ect: LOT 47
Location: TH2
ate: 9-i6-94
GRAIN SIZE DISTRIBUTION TEST REPORT
EAGLE RIVER ENGINEERING Figure NO.
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
7-
8-
9-
10-
11
13-
14-
15-
16-
17
18
19
20
COMMENTS
LOT ~'7
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PER OR ED:
151'J ~ ~ ~
Township, Range, Section: s~ PLaN
SLOPE
WAS GROUND WATER ~
ENCOUNTERED?
iF YES, AT WHAT
O
DEPTH? p
E
Oepth to Water Alter
I
N
Gross Net Depth to Net
Reading Date Time Time Water Drop
I I' 161 ;'HI 1'-ol oI ~',,~' ' 'Z~ ~1~,~'
PERCOLATION RATE (~'~ (minutes/inch) PERC HOLE DIAMETER ~ll
TEST RUN BETWEEN /'~ FT AND ~ FT
INST/~I4~ HT'F, Zll' otq
PERFORMEOB¥: ,
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~- '~/~ ~'¢f
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
q~H-Z
1
7
8
9
10-
11-
12-
13-
14-
15-
17-
18-
19-
w~s GROUND WA~ER
ENCOUNTERED?
Township, Range, Section:
SLOPE SITE PL;AN
s
DEPTH? p
E
Doplh to Waler Aller ~ ~ -7_O-~ ~
Moniloring? I 'Y,.~:) Dar=
YES. AT WRAT I/~.5 'O
I
N
-,=¢F' 5,1'~ ~-
Reading
Time
~'~ / I0 H iii
Net
Time
Depth to
Water
Net
Drop
o:HI
20-
COMMENTS
INS'[/~ll ~OHT ~-o trT~
PERCOLATION RATE __
TEST RUN BETWEEN __
~'~'~ Im~nutes/~nch) PERC HOLE DIAMETER ~11
~- . FT AND ~: FT
PmO.MED.*: Ctt/I ' S : CE.T:. THAT THlS TEST WA PE.FO.MEO .N
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~ ~.2 / ~ ~
72-008 (Rev. 4/85)