HomeMy WebLinkAboutT15N R1W SEC 19 LT 45
Municipality of Anchorage Page
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: SW940335 PIDNumber: 051.2414B
Name:
don Boone Wastewater System: ~New [] Upgrade
Address:
19015 K.~R Street Eagle River~AK ABSORPTION FIELD
Phone: NO. o~Bedrooms:
~9~r_~O~ O Deep Trench ~ Shallow Trench ~B~d ~Mound ~Other
LEGAL DESCRIPTION Soil Rating: Total Depth from original grade:
~ ~ GPD/Sq. Fh 4 f~et
Lot: Block: Subdiv~ion: )epth to pipe bottom from original grade: Gravel depth beneath pipe
45 1 , 5 Fh O , 5 Ft.
Township: J Range: ~ Section: Fill added above original grade: Gravel length:
15NJ 1WJ 19 varies 0.5 2.0 Ft, 51 Ft.
Number of lines: JDislance between lines:
WELL: ~ New ~ Upgrade Gravelwidth: 15 . 4 Ft. 3J
Classification (Private. A,B,C): Total Depth: Cased TO: Total absorption area: Pipe material: P ~ P ~- F 8 ] 0
Priv~f¢ 240 Ft. 200 Ft. 785.4 'SO. Ft. So1 id- D3034 '
Bri"er~Ul 1 ivan Dat¢~,~,~d: StaficWaterLeveb Installer: Dateinstaged:
16 Ft. An~rqnn 9/19194
GPM Pump Set at: Casiag Heigh~Ab0ve Ground~
Yield:. 75 Un kn Ft. Ft. TANK
SEPARATION DISTANCES :~ Septic ~ Holding ~ S.T.E.P.
To Septic Absorption LiS Holding ~ublic/Private Manufacturer: Capacity in gallons:
From Tank Field Station Tank Sewer Lines a ~ C h T a n k ~ 2 5 0
WeJU Material: Number of Compadments:
137,3 171 ......... SfPPI ?
Water +]00 +1 O0 ......... T
"Pu on" level at: ump off" level at:
Remarks: Hopse not constructed ~S Of BENCH kiARK
comp]et~on of septic system Location and Descriptlon:
- Top of Well
Final grading to be completed with
construction of house. 10/23/94 KMD J Assumed Elevation:
lO0. O
~ ~ ~/~ ENGINEER'S SEAL
Inspections performed by: KND Engineering Dates:lsf q,llq/q~ ~
final 2nd. 9/20/94
Department of Healt~andHuman Services approval ., ~ o
Reviewed and approvedby' ' . te:/2 -¢
72-013 (Rev 9/91) MOA 25
AS - 3UTLT
P,I,D, 051-~41-40
WASTEWATER DISPDSAL SYSTEM
LOT 45, SEC, 19, T15N, R1W, S,M,
o CLASS 'C' WELL
6~'85'~~~~A'', ~ELL>~m ~-SITE ~~~/ 3 ~9'87' ~
F~:,~,IL~ ' Y~~ A-B= 79,8'
', X X 3-D= 54,2
-~'"~ X . X C- D= 39,3' ,
lO0' SETBACK TO X ~ X C-F= 98,94
xSURF~C~ WX~'~ ~ ~ E-F= 11,47'
~ 3~9,87'
-~ --~ ~~~:;,J~'~',~' , ~ PREPARED FDR, KN? ENGINEERING
~; .c .... ,,., ,~ ~:~ ~0441 PTARMIGAN BLVD
~.~ . >~..~ '~'~ J.N ~..N~ EAGLE RIVER. AK, 99577
'~%% /~W "~,"~ 19015 K & R STREET
~ o,;4~Z,~'~ CHUGIA~ ALASKA 99567 907-696-6111
AS-3UILT DETAILS
WASTEWATER A3SORPTION SYSTEM
LOT 45, SEC, 19, T15N,
//
P,I,D, 051-841-40
SW 940335
SEWER ROCK
8' SAND FILTER
51' BED
BOTTOM OF BED 1,0'
~ ? Measured Ground
. V~er
51,0'
C,O, C,0,
?.~!~l") 0 ~,u, ~. M'T'o
~1 ,D' 0C'0' ~
( 91,B9'
® ®
1, WeLL top used as Bench Mark (Assumed Elev, 100' ),
8, House not constructed as o£ COMpletion OF system,
tank which should be Inspected and approved,
4, Final grading to be completed with construction o? house,
PREPARED FOR~
JDN I]DDNE
19015 K & R STREET
CHUGIAK, ALASKA 99567
KND ENGINEERING
80441 PTARMIGAN BLVD
EAGLE RIVER, AK, 99577
907-696-6111
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
October 18, 1995
Municipality of Anchorage
Dept. of Health & Human Services
On-Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519-6650
RECEIVED
JUN 19 1997
Mun o palJty ot AncJ~orao8
Dept. Health & Human Services
Subject: Lot 45, T15N, R1W, Sec. 19, S.M.
Gentlemen:
On October 18, 1994, I submitted an inspection report for the above property. This
report shows a stubbed off line connection just post-tank. It was the owner's intent
that the stubbed off line would allow him to add a toilet and lavatory to a future
accessory building. The effluent from this accessory building would then connect to
the original system just beyond the first tank.
The line connection was moved to tie in before the existing septic tank, thus
eliminating the need for a second tank. Since the only addition to the tank is from a
single toilet/lavatory, this modification does not require any additional capacity in
either the septic tank or the field. This dwelling remains single family.
I am enclosing a revised stamped drawing which shows the change that was made.
If you have any questions, please contact me at 696-6111 or FAX 696-8111.
Respectfully submitted,
Kenneth M. Duffus~ P. E.
attachments: Revised Site Plan
Revised As-Built Details
.. ( (
W
AS-BUILT DETAILS
WA~TEWATER A~ORPTION SYSTEM
LOT 45, SEC. 19, T15N, RlV, S.M.
P.I.D. 051-241-40
SW 940335
FINISHE]) GRAI)E (AI]I) UNCLASSIFI r~ ~ v~ ~
SEWER ROCK II ~
2, SAN~D FILTER ~
51' .:BED
]30TTOM OF BEll 1.0'
t
~Measured Grounol
51.0'
C.D. C.O.
LaP ) I h ~,u. .I
~. M.T.0
;.0. M.T. ~
91,a9' ' C,O,
® @
1. Well top used as )]ench Mark (Assumed Elev, 100' ),
2, House not con~cr'ucte~ as oF completion oP ~ys~em,
4, Final gr(z0fing to be complete~ wl~h construc~clon o$' house.
PREPARE~ FOR,
JON ~UONE
~015 K & R STREET
CHUGIAK~ ALASKA 99567
KND ENGINEERING
20441 PTARMIGAN BLVI~
EAGLE RIVER, AK, 99577
907-6~6-6111
DATE, Rev. 10/17/95 IDRAVmG #
NOT TO SCALE ] AS-~UILT
AS - ]gUILT
P,I,D, 051-a41-40
NFASTE~ATER DISPDSAL SYSTEM s~/ 94o3s5
LDT ~5, SEC, ~9, T]SN, R~W, S,M,
6~,85' ~
~ 3~9,87
~, WELL SITE
ZOO' S~BACK TB ~ ~ N E--E= ~8,94
~ 3E9,87'
~ B M R EMENT
~.~ OF 4& -~, UNSUBDIVIDED/UNDEVEL~PE~
~'/ ~ %:~,x AREA aF ~EAVER PON~
~.~E;~.~%~.:...~ PREPARED F~R, KND ENSINEERIN5
~.~ % ~.~ ~,D~ /,~ a0441 PTARMIGAN BLVB
~. % CE 7~16 ' ~ ~ JUN ~DDNE EAGLE RIVER, AK, 99577
OOT- 3-94 iION 9:58 NOk .3TPtR ELEOTRIO 00, FTYS: NO. 9076S 33 P, O1
SULLIVAN 'WATER
. P.O, BOX 670272, CHUGIAK, ALASKA 9~fi67 ~ TELEPHONE ~8-:~?~8
OF
RIND Of FORMA~ON: : '- ~''
, ' i ' :,,~ '
,... ~H., , . ;:':
, .~., ~ ~ .
.','..:'..'.2 ' ',: , - ' ~G~gd': .
~t, , .... :.:,
~r ~Fl. tp ,. . . .., , . . ,~ .... ~,..,.
. , ,. ..... .. ,
. .. ~.'..-',.,,
(907)696-6111/FAX (907)696-8111
October 24, 1994
On-Site Services
DHHS
825 L Street
Anchorage, AK 99501
Dear Sirs:
REF.: Lot 45, Section 19, T15N, R1W, S.M.
Attached are the Engineer's inspection report and as-built information for the on-site septic
and well located on the referenced property. At this time there has been no construction on the
proposed house. The owners are not financing the construction through a financial institution,
therefore, no Health Authority Approval has been requested. This information has been given
to the owners so they may use it in the future, if so desired.
This information should complete your file on permit # SW940335. Thank you for your
consideration. If there are any questions, please call me at 696-6111 or leave a message at 694-
2359.
Sincerely,
KND Engineering
Attachments:
On-Site Well and Sewer Inspection Report
Wastewater Absorption System Details
As-Built Site Plan
Well Drill Log
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPONENT OF HEALTH SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHOP~AGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT ~ER:SW940335
DESIGN ENGINEER:KND ENGINEERING
OWNER NAME:BOONE JON W & LIA!DA C
OWNER ADDRESS:19015 K AND R ST
EAGLE RIVER, ALASKA 99577
DATE ISSUED: 6/09/94
EXPIRATION DATE: 6/09/95
PARCEL ID:05124140
LEGAL DESCRIPTION: T15N R1W SEC 19 LT 45
LOT SIZE: 108900 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
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 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 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 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:
THE SAND USED IN THE FILTER LAYER MUST BE A CLEAN COURSE
SAND WITH 4% OR LESS PASSING THE ~100 SIEVE AND 2% OR LESS
PASSING THE #200 SIEVE. A SIEVE ANALYSIS MUST BE PROVIDED
ON THE SAND USED OR OBTAINED FROM A PRE-APPROVED SOURCE.
ECEIVED BY:
DATE:
DATE:
KND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
August 22, 1994
On-Site Services
DHHS
825 L Street
Anchorage, AK99501
Dear Sirs:
REF: Lot 45, Section 19, T15N, R1W, S.M.
Attached is our request for an on-site well and sewer permit for the above lot.
As shown on the site plan, there are no conflicts with existing on-site well, sewer systems or
with potential reserve areas. In addition, there are no class "A" public wells within 200' of the
property, and sufficient distance ( 150' ) is provided for two (2) class "C" wells located on lots
46 and 38.
This lot is generally flat east to west with a 2%- 4% slope running north and south. There is
adequate area directly east of the test hole locations 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 as well as existing or potential wells. Although a beaver pond is located on the
other side of K&R Road, there is no surface water within 100 feet of any portion of the
proposed installation.
We performed three soils tests in the proposed absorption area, and conducted two
percolation tests on this property. The design we are submitting is based on poorest soils
conditions encountered(4 min./indl). In addition, grain size analysis was conducted to verify
soils data and is attached for your reference.
Thank you for your consideration of this request. If there are any questions, please call me at
696-6111 or leave a message at 694-2359.
Sincerely,
Kenneth M. Duffus, P.E.
KND Engineering
Attachments:
On-Site Well and Sewer Application
Wastewater Absorption System Details
Site Plan
Soils Log/Percolation Test(s)
Grain Size Classification
W
AS BUILT DETAILS
VASTEWATER ABSORPTION SYSTEM
LOT 45, SEC, 19, TiSN, RlW, S,M,
P,I,D, 051-~41-40
r llNiankU U~i~C (ADD UNCLASSIFIED FILL) =° E1NAL SLOPE NO
/ORIGINAL GRADE ~FILTER FABRIC AND [NBUL~ ~
SEWER ROCK ~ ~
2' SAND FILTER b
BOTTOM OF BED lrO'
O, O S T O O O O
50'
iC,O, C,O,
DESIGN DETAILS
4 BEDROOM DWELLING NClTH DAILY FLO\,/ OF 150 GPD = 600 GPO
SOIL RATE 4 MIN/INCH~ USE APPLICATION RATE OF 0.8 GPO/OF
600 GPO / 0.8 GPD/SF = 750 SF TOTAL ADSORPTION
USE BED 15' WIDE, 50' LONG, INSTALL 2.B' SAND FILTER.
INSTALL 3 LATERALS, 5' APART BN CENTERS, 2,5' OFF SIDE¥/ALLS.
ENTIRE SYSTEM \FILL DE COVERED WITH FABRIC AND
2' HD INSULATION BOARD,
USE 1250 GALLON STEEL SEPTIC TANK.
ALL PIPE MUST MEET M,O.A. SPECIFICATIONS.
INSTALL ~' HD INSULATION OVER SOLID PIPE BENEATH BRIVE¥/AY.
PREPARED FOR:
JON BOONE
19015 K & R STREET
CHUGIAK, ALASKA 99567
KNB ENGINEERING
2044i PTARMIGAN BLVD
EAGLE RIVER, AK, 99577
907-694-a359
SlaTE PLAN
WASTEVATER ]}]'SPEISAL SYSTEM
LIT 45, SEC. ].9, T15N, RiW, S.H.
P.I.]). 05]. a4].-40
,~ ~EB W70 PRa?aSED~g~,~S~i WELL SITE 329'97' / 4 ~) ~
~ ~, o
__ 329,87'
~ ~EHENT
/
UNSUS3IVI3EO/ 3EVELB?E3
PREPARED FBR: KND ENGINEERING
~0441 PTARMIGAN BLV9
JUN SOONE EAGLE RIVER, AK, 99577
19015 K a R STREET
CHUGIAK, ALASKA 99567 907 694-~359
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2.
3
4
5.
6 --
7
8.
9
~2
'13
'15
'19
20-
COMMENTS
Municipality ol Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street. Anchorage, Alaska 99502-06§0
SOILS LOG -- PERCOLATION TEST
DATE PERFORMED
Township, Range. Seclion: T[~ t~[~: ~.~.
SLOPE
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth lo Water After
Monitoring? .
Reading
/
SITE PLAN
Date
PERCOLATION RATE
Gross
Time
Time
?
Net
Drop
TEST RUN BETWEEN __ ~- - FT AND I~ Fl'
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELiNEIS IN EFFECT ON"THIS DATE
CERIIFYYHAT IHISTES] WAS PERFORMED IN
o^I'E
Municipalily of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Streel, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTIoN:L O t
1
2-
45, Sec
;Organic ~at
ty Sand
4
Sandy
5.
Gravel (GW)
6 Water 9 6.0'
10
11
13
14
15.
17
19
20
COMMENTS Hole Pre-soaked
DATE PERFORME
1 9 ~ T1 5 N, Township. Range, Seclion:
SLOPE
WASGROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth to Waler After
Mo~ilerinD? ,~ _ 13 '
SITE PLAN
Yes
.oa~e;8/19/g4 / / I I I I I I | | J
Reading
0
z
3
q.
5
Time
8/4 6:30
6:35
5:z~u
- O:4b
b:bU~
/:gu
!
Net
Time
5 "in
10
15
20
30
3U mi.n
Depth to
Water
4 1/2
6 15/1
9 1/2
3 - 5
8
Drop
2 1/2
PERCOLATION RATE 2
2
TEST RUN BETWEEN
Prior to tes_t
(minutes/tach) PERC HOLE DIAMETER
3
FT AND __ FT
PERFORMED BY; KM D
~ Ken Duffus
ACCORDANCE WITIr AIL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON YHIS DATE
72-008 (Rev 4/85}
CERTIFY TltAl THIS TES¥ WAS PERFORMED IN
'' AUG-19-94 FR! 15:32
F~X NO. 5614483
?. 02
PERCENT COARSER BY WEIGHT
, . : : ,,, : ':'',.:,,,,
. : ..... ~ . . . ~ . . . : :.. .-~
,: ~ . , :.., ;:. , ·
.-',, :!~- '"' '"' '~I: :ii: ' '.~" '"
· :-I ;..,,,.~- .~ ,~I, . :,
:: ;:I ~':' :';' :' ' i' t: .'.,I " ,'"--.
' ~: ~ ,,,, ., ~ ',, , , ;,,
PERCENT FINER BY WEIGHT
August, 1994 A-1003-80
Bill
KND Engineering
Eagle River, Alaska
GRAIN SIZE CLASSIFICATION
W
AS-BUILT DETAILS
~/ASTE~ATER ABSORPTION SYSTEM
LOT 45~ SEC. 19, T15N, RlW, S.M.
FINISHED GRADE (ADD UNCLASSIFIED FILL)
ORIGINAL GRADE FILTER FABRIC aND [NSU5
SEWER ROCK
P,I,D, 05i-84i 40
50' BED BOTTOM OF BED 1,0' I
~ ~0 S.T. O~ 0
c,a, [ j c,o,
50'
U(~C.o. C.B.
'
C,0, C
DESIGN DETAILS
4 BEDROOM DWELLING WITH DAILY FLOW OF 150 GPO = 600 GPO
SOIL RATE 4 MIN/INCH, USE APPLICATION RATE OF 0.8 GPD/SF
600 GPO / 0.8 GPD/SF = 750 SF TOTAL ABSORPTION
USE BED 15' WIDE, 50' LONG, INSTALL 3 LATERALS 5' APART
DN CENTERS, 8,5' OFF SIDEWALLS,
ENTIRE SYSTEM WILL BE COVERED WITH FABRIC AND
R~ HD INSULATION BOARD,
USE 1RSO GALLON STEEL SEPTIC TANK.
ALL PIPE MUST MEET M.O.A, SPECIFICATIONS.
INSTALL 2' HI] INSULATION OVER SOLID PIPE BENEATH DRIVEWAY.
PREPARED
JDN BOONE
19015 K ~ R STREET
CHUGIAK, ALASKA 99567
KND ENGINEERING
P0441 PTARMIGAN BLVD
EAGLE RIVER, AK, 99577
907-694-2359