HomeMy WebLinkAboutKENO HILLS BLK 2 LT 1no Hills
Block 2
Lot I
#020-171-07
Municipality of Anchorage ...~ ~;e:;~ '%
Development Services Department ..~ ~.
Bu~ing Safety Division
On-Site Water and Wmstew~ter Pm~ram, 4700 S. Bragaw St. ~
P.O. Box 1-c66ti0 Anchorage, AK 99519-6650 Page of
www.ci.anc~orage.ak.us (907) 343-7S04
ON-SITE WASTEWATER DISPOSAL SYSTEM ANDIOR WELL INSPECTION REPORT
LEGAL DESCRIPTION
Well: [] New [] Upgrade
SEPARATION DISTANCES
Septic Absoq3tionUR
Tank Field Station
~' tod ~o' ~/~
PID Number. (~ ~--..~)--
WastewaterSystem: []New .J~Upgrade
ABSORPTION FIELD
TANK
J~$ep~ [] Holding [] S.T.E.P.
[] Other.
Holding put:rt..~Wate i~a¢~.~. -- '"'~'"-- ~l /'- c~-~ .
~ ~[p&~o~ BENCH MARK
Inspections performed by:J. G ~-~--et'~/C Dates: 1" 7-7--aJ'1 '/-~
Development Se~ices Depa~ment Approval ,
Engineer's Stamp
SW020154
AS BUILT PLAN
5' x 75' 4 Eff ~
See Profile
LOT 2
FROM
TO DIST.
A STCO2 51.4
B STCO2 52.7
B COl 99.3
C C01 103.3
B CO4 77,2
C CO4 83.2
JAMES SIZEMORE & ASSOCIATES
CIVIL ENGINEERS & SURVEYORS
SW020154
AS BUILT FIELD PLAN
C02 "->i ?%
~ C03
MT~
°'-~ MT2
~-5~
x 75' Trench
Zabel Flow Diverter
-<- C04
~< Reverse CO
~/~- 1500 GAL ST
JAMES SIZEMORE & ASSOCIATES
CIVIL ENGINEERS & SURVEYORS
SW020154
AS BUILT ELEVATIONS
JAMES
CIVIL
S I ZEMORE
ENGINEERS
& ASSOCIATES
& SURVEYORS
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Jun 07. 2002
Expiration Date: Jun 07, 2003
Permit Number: SW020154
Legal Description: KENO HILLS BLK 2 LT 1
Design Engineer: 0027 James Sizemore & Associates
Owner Name: George Senne
Owner Address: PO Box 110377
ANCHORAGE, AK 99511-0000
Parcel ID: 020-171-07
Site Address:
Lot Size: 91040 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well
[] 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ),
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Sou~ Bragaw St.
P.O. Box 196650 ~chorage, AK 99519-6650
~.ci.anchorage.ak.us
(907) ~3-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 020-' I~ I - O "7
Permit Number
Mailing address (1) ~'O '~o,¢ //O '5,-/"7
Mailing address (2)
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
LotSize ~ ('4"~.~C/'~.,~'Acr~
?loqo
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well []
Sewer Upgrade []
THIS PROPERTY CONTAINS:
Hot Tub []
Swimming Pool []
Therapy Pool []
Zip Code
Number of Bedrooms
Well Only []
Water Storage []
Jacuzzi []
Water Softening Unit []
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling a/[:~ is in accordance with applicable Municipal Codes.
Permit Fees:
Date of Payment:
Receipt Number:
(Rev. 12/00)
Waiver Fees:
Date of Payment:
Receipt Number:
5' x 75' 4
See
Eff.
Well
LOT 3
LOT1, BL2, KENO HILLS SUBD.
PROPOSED SEPTIC UPGRADE
SITE PLAN
JAMES
CIVIL
TEL.
SIZEMORE & ASSOCIATES
ENGINEERS & SURVEYORS
907-345-1572 FAX-345-9669
CKKD. BY US
MT<<~ CO
< 5' x 75' Trench
CO-~
1250 ST
LOT1, BL2, KENO HILLS SUBD.
PROPOSED SEPTIC UPG~E
DETAILS
JAMES
CIVIL
TEL.
SIZEMORE & ASSOCIATES
ENGINEERS & SURVEYORS
907-345-1572 FAX-345-9669
PROBABLE IMPACTS TO ADJACENT PROPERTIES
A) WELLS
The proposed wastewater disposal system is designed in accordance with current
Municipal Wastewater Disposal Regulations. The proposed 5'by 4' deep x 75' long
Absorption Trenches are greater than 100 fl. from wells on this and surrounding lots.
Therefore, there should be no adverse impacts on wells from this system. This upgrade
of the absorption system will not preclude construction ofsystems on adjoining lots.
B) WASTEWATER SYSTEMS
The system is designed in accordance with current Municipal Regulations, and
construction will comply with current regulations. There should be no adverse impact of
adjacent disposal systems.
C) RESERVED SPACE/SURFACE AND SUBSURFACE
There is adequate space on the lot for a replacement disposal system, and still maintain
the protective radiuses around wells. The placement ofthe septic system on this lot
should not preclude building replacement systems on adjacent lots.
D) DRAINAGE
The topography on this lot and the surrounding lots is sloping varying from level to15 %.
The area disturbed during construction ofthe system will be graded to prevent ponding of
water. Construction of this system should not adversely affect drainage.
Development Services Department
8 uilCmg Safel7 Divi$1cn
On-Site Water a~d W3stevrater Program
47C0 ~th Brag'aw SL
P,O. Box lg6650.A,nc,horage. A~ 99519-~650
Performed For:.
Legal De$cdp~on:
Soils Log - Percolation Test
Depth
1-
4-
E~COUNTERED?
11-
12-
13-
14- Reading Date I Gmss"l'ime
45- P~ -~¢~r- ~
,,-
19-
20-
Net Time J Depth lo Water Net Drop
Soils Log - Percolation Test ~?~.,_~, ~;~ .....
S~ ~n
Municipality of Anchorage
Development Se~ices Department
I~uflCmg Safety Division
On-Site Water and Was~*ater Program
4700 South B rag'~w SL
P.O. Box 1~650 N~chora;e. A~ 90519-~650
www.d.enchoc~3e.aLus
(~7)
Depth
3-
12-
13-
14-
15-
16-
17-
1~,-
19-
Deplh to W~er After
Monitoring?
20-
COMMENTS
Re2~ing Date Gross Time Net Time Depth to Water Net Drop
PERC~TE ~"~ (~) FERCH~ED~tETER , ~ ~
PERFORMED IN ACCORDI~NCE V~TH ALL STATE A~D MUNI I~A~ GUIDELINES ~N EFFE~T ON THIS DATE. . DATE:
WASTEWATER DISPOSAL SYSTEM
LOT I, BLOCK 2 KENO tlILLS SUBDIVISION
0.0 GENERAL
0.1 The scope of this project consists of installation ora new1250 gallon Septic
Tank and a two five foot wide by 75.0 feet long absorption trenches
containing 2.0 feet of filter sand & 1.0 ft. of sewer rock.
0.2 Construction shall be in accordance with the approved site plan and design
drawings, Municipality of Anchorage permit with any special provisions or
conditions. Deviations from the approved design drawings shall be
coordinated and approved by the engineer conducting the inspections.
0.3 All construction procedures and material used to construct the system shall
comply with Municipal and State regulations.
0.4 Unless specifically agreed otherwise, the homeowner shall be responsible for
finish grading areas after the system is constructed and soil is compacted and
mounded over the wide trench disposal field and the Septic Tank.
1.0 SEPTIC TANK
I. I The 1250 gallon septic tank shall have two compartments and shall comply
with Municipality of Anchorage Requirements. The tank shall include two 4"
cleanouts for pumping access.
1.2 The septic tank shall be set level and shall be bedded as necessary to prevent
settling or shifting ofthe tank.
1.3 All pipe connections to the septic tank shall be made with waterproof
mechanical couplings. A cleanout shall be installed upstream ofthe tank
within 5 feet ofthe house foundation. A double cleanout shall be installed
downstream, within 5 feet ofthe septic tank. The first cleanout downstream
of the septic tank shall clean toward the drainfield. The second cleanout shall
be to clean toward the septic tank.
1,4 The contractor shall insure that the new tank is at least 100 ft. from the well.
2.0 SOIL ABSORPTION DRAINFIELD
2.1 The soil absorption drainfield shall consist of two 5 x 75.0 x 4.0 deep trench
with a total of 2.0 feet of filter sand, and 1,0 ft. of sewer rock with 6" beneath
the perforated drain pipe
2.2 The bottom of the excavated trench shall be level within +/- 2". And
compacted or smeared surfaces shall be raked to allow for proper infiltration
of effluent. This includes both the sides and bottom of the trenc
2.3 Sewer rock shall be 0.5 - 2.5", screened gravel with less than 3% passing the
ti 200 sieve.
2.4 Cleanout pipes and monitor tubes shall be 4" diameter and installed as shown
on the plans. The portion of the monitor tube extending through the sewer
Rock shall be perforated. All monitor tubes and cleanout pipes shall have
Waterproof caps conforming to Municipality of Anchorage Specifications.
2.5 Two inches of"blue board" insulation shall be placed over the sewer rock.
A minimum of 2 feet of unclassified fill shall be placed over the insulation.
3.0 ENGINEERING INSPECTIONS
3. I A minimum of four engineering inspections will be required during
construction of the system. One after the septic tank is set prior to its backfill,
one after excavation of the absorption trench prior to placement of sewer rock,
one after placement of the sewer rock and the distribution piping, cleanouts
and monitoring tubes are in place. The final inspection shall be after filter
fabric is placed; the trench and the final grading are complete.
3.2 The contractor shall coordinate with the engineer at least 24 hours prior to
start of construction. If the contractor desires, a site visit with the engineer prior
to start ofconstruction can be arranged.
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME ~.-~
MAILING ADDRESS~
LEGAL DESCRIPTION
Absorption area
DISTANCE TO: ~
Manufacturer
DISTANCE TO:
IF HOMEMADE:
Well
Inside length
Dwelling
Manufacturer
DISTANCE TO:
Well
Length of each line
Foundation
Total length of lines
PHONE
IDwelling,~--.~
Mater,aS
IWidth
Material
Nearestlotline
Trench wdth
NO. OF BEDROOMS
No. of compartments
Liquid depth~'
PERMIT NO.
[] NEW
~ ~D~.mADE
Liquid capacity in gallons
PERMIT NO.
Distance between lines
No. of lines
inches
Top of tile to finish grade Material beneath tile Total effective absorption area
inches
Length ¥idth Depth PERMIT NO'.
Type of crib Crib diameter Crib depth Total effective absorption area
Well Building foundation Nearest lot line
DISTANCE TO:
Class Depth Driller Distance to lot line PERMIT NO,
DISTANCE TO:
Building foundation
SeWer line
Septic tank
Absorption area(s)
OTHER
PIPE MATERIALS
SOl L TEST RATI N G
INSTALLER
.~vlAR K¢¢
DATE
LEGAL
~7 DEPARTM?~T ~ ~HEALTH AND ENVIRONMENTAL ~ OTECTION u
.
., ~ O~--S I ~E SEI.~ER UPuF<HE~E PEF~M I l
PERMIT '~0. ( 800Z14 )
BPPLIC~NT GEORGE J. SENNE PO 80X 10}~ SO. STN
LOCBTION BLUEBELL DRIVE
LEGRL ~~ LOT
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
98000 /SQLIARE ,~EET
MAXIMUM NUMBER OF BEDROOMS = 4
SOIL RATING (SQ FT?BR)= ~00
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
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 THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
RED SEPT I C Tt::ir-lI~-~. $ I ~E~-~ ~-'~'50 GALLOr-I_S
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.
TI~IO (2> I~ISP ~F. CT ION$ 8RE REC~LIIRED~
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
t00 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.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
F'ERIhl I T E.~: P I' RES [:.EC.EblBER ~:L.. 1980
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 THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS.
.....
SENNE
July 14, 1980 R&M No. 051001-51
George J. Senne
P.O. Box 10-377
Anchorage, Alaska 99511
Re: Adequacy Test on Existing Multi-FIo Waste Treatment System; Lot 1
Block 2, Keno Hills Subdivision, Anchorage, Alaska '
Dear Mr. Senne:
At your request of July 10, 1980, Dan Cooper conducted a test of the Multi-
FIo Waste Treatment System on the above described property.
Dur'ng the test the liquid levels in the Multi-FIo unit were monitored as
water was added to the IVlulti-FIo unit.
For a 4 bedroom residence the average load on the system can be expected
to be 600 gallons per day or .42 gallons per minute. During the test, the
system accepted 150 gallons in 146 minutes. This indicates an average efflu-
ent acceptance rate of approximately 1 03 gallons per minute at the time of
the test. '
Because the house on the lot is occupied, we assume that the drainfield was
at its normal degree of saturation. We can therefore conclude that the
denceSyStem, is disposing of effluent at an adequate rate for a 4 bedroom resi-
We appreciate this opportunity to be of service to you. Please contact us if
you have any questions concerning this test or if we can be of additional
services.
Very truly yours,
R&M CONSULTANTS~ INC.
Richard S. Giessel
Staff Engineer
RG/kad/ATSI-M
GREAk' R ANCHORAGE AREA BORt" GH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE
FROM WELL /D~
INSIDE LENGTH
/
MANUFACTURER ,~'~'~/~/z~ MATE R I AL
INSIDE WIDTH
LIQUID DEPTH
NUMBER OF /
COMPARTMENTS
LIQUID CAPACITY ~--O~-2GALLONS.
TILE DRAIN FIELD:
DISTANCE FROM WELL
FOUNDATION
NUMBER OF LINEs DISTANCE BETWEEN LINES
ABSORPTION AREA /C~t/~ ~ SQ. FT.
/,/_ TOTAL LENGTH
NEAREST LOT LINE_ ~ OF LINES
!
TRENCH WIDTH IN. TOTAL EFFECTIVE
DEPTH: TOP OF TILE TO FINISH GRADE
LENGTH OF EACH LINE
/j/~/~'.DEPTH OF FILTER g %.~_~..~ j/
MATERIAL BENEATH TILE___U" IN. ABOVE TILE
IN.
WELL:
TYPE _
CONSTRUCTION
.DEPTH
DISTANCE FROM:
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION LOT LINE-- SEWER LINE ., TANK__ SYSTEM
CESSPOOL.
OTHER SOURCES
APPROVED
DISAPPROVED
DISTANCES:
INSTALL~D BY:~
SEWER LINE DEPTH:
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
REMARKS
~ 3¢_~/ DIAGRAMOFSYSTEM
Form £Q-032
PERMIT iq(:).
FIPPL I CFtt'.,FI' ,!:i[~(]l:~:l::~iE ~.";EI'.,tNE
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OF THE I.,.IE"LL. COI"'II:'""LET:[ON.
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I CERTI F"r' THF'IT
:!..: :[ t':Ii"1 F'FIi"I I L ]: FIR [,.I I TH THE' REQIJ I REMEI'.~"['S I:..':O1:~:10N-S I TE SE:IqEFi:S FIND WE:L.L.S F:IS SET
F'[)F..:TH E','-r' THE: PIlJN l C I F'FtI_ I 'T'"r' OF:' F:Ii",!C:HOF-'~FIQE.
~Z: .~ W l LL. ]: I",t'.i!:Ih:iL..L THE .?J"?S'T'Ei"I I N I::IC:C:OtRE:'F:INCE !,.I ]:. T'H THE CODES.
:_:.:: t UF,IDERSTI::IN[':' THFIT '1"HE ON-':-": 1' 'I"E: SEI.,.I[.:-'I:?. S"r'STEP1 I"lFi"r' I:E:IE[:!LI I RE EI'-,IM::IR:[:~Et"IENT I F THE
~ MUNICIPALITY OF ANCHORAGE ~
Department of Health and Environmenlal Protection
SOILS LOG
PERCOLATION TEST
Performed for__
Legal Descrzption
0
I2
14,
16
George Senne_Date Performed
Lot 1, Bloc~--%~-l~n.~~mu~bd~ivlsi°n
9/2/76
0- 2' - Muskeg and organics
2- 5I
- Sandy, silty gravel, boulders to 2 feet
GM
225 square feet per bedroom
-14' - Sandy, silty clay with some pebbles
ML-CH
300 square feet Der bedroom
~otal Depth = 14 feet
No groundwater encountered.
AVERAGE SQUARE FEET PER BEDROOM = 281 visual
Date
9/3/76
Net Time
-0-
30 min.
Depth
-3
-3.4
60 min. -3.7
85
minutes per inch
Net Drop
-0-
0.4
0.7
Percolation Rate
~ I/ ~' ~pmuw~ EXPLORATION SERVICES, INC.
kOT' I
It is the responsibility of the owner or
bu{Iderl prior to const,~r~ction, to v%rify the
~ Y conn,.ctions and to deter-
mine the existence of any ezsements, cove-
nanl's, ov resir~clh)~:s w}fic'~ do not appear on
the recorded subdivision plat.
NO'rE: ~ATA AK~UIv~EO 74?'
I::I&M CONSULTANTS, INC.
,,LSON WELL DRILLI G
ANCHORAGE. ALASKA
PHONE 272-g343 (~
DRILLING LOG
': ;.~'~ Location (address of: Township, ~a~e, Section, if ~own; or distance main road
Size of easing~Depth of Hole~eet
Cased
· ~[atic water level -~ ft. (above)
~:~i,~' . ;-. Screen ( i ); Perforat,ed (
",<q Describe screen or perforation
Well pumping test at /D gallons per (hour)
~].;~. of drawdown from static level.
,< Date of 6omplefio~
landsurface. Finish of well (check one) end (
open
).
for
WELL LOG
hours with
.:;.:.i Depth in feet from
!'<?~.iground surface
I '- II
TO.
~gO
.TO
:TO.
TO.
TO.
TO
Give details of formations penetrated, size of material, color and hardnes.~
[ ~J
· - ~ :c~.....:.
~TO.
SA LES~AN r
Address ~ ' ~'if /
t, [xpl~lves and ,acc~l~ ~old by us ore Intended f~ ~ .
~ : . :~ :~'~
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~t or contra lhe many' , ot~
makes no w.:~rtar~ty Of any ~ind. expressed or implied.
bY ~r~>ns b~ing t~hn1~l skill at Iheir own di~retJo~
~uds, ~ be J~abl* for ~r~s~entlol domog~ ~ e~_
- -~ .....
b~ r~d and concur ~~'
i
"' VIA