HomeMy WebLinkAboutT11N R3W SEC 2 SE4SW4NE4NW4TllN, R3W,
.Section
5E4, 5W4, NE4,
NW4
#020-042-07
Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL'SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-0650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ,~'g~"OO~) I~t~ PIDNumber: ~D-- ~-~
N~: ~ ~] ~OO ~ Wastewater System: ~New D Upgrade
*~'~": q~.O. ~o¢.lt~l ~ ABSORPTION FIELD
Phone: I No. of"e~Oms: D DeepTrench ~ShallowTrench ~Bed ~Mound ~Other
Total Depth from original grade:
LEGAL DESCRIPTION 8oilRating; /~g GPD/Sq. FI.
Block: Subdiv~ion; Depth to pipe bottom from original grade: Gravel depth benealh pipe
Townshi,:.~,, ~ I ~Ra : ~ ~ Section:~ Z Fill added above original graOo:~ Ft. Gravel le~¢
Number of lines: I 0[stance between liaes:
WELL: ~ New D Upgrade a~avo~ width: ~ Ft. ~ I ~ Ft.
Classification (Private, A,B,C): Total Depth: Cased TO: Total absorption area: Pipe material:
Driller: Date Drilled: Static Water Level: Install r:,, Date installed:
Yield: Pump Set al: Casing Height Above Ground:
SEPARATION DISTANCES ~ Septic ~ Holding O S.T.E.P.
TO Sepdc Absorption LiS Ho{ding Public/Private Manufacturer:__ __ Capacity inagallons:
From Tank Fie~d Station Tank Sewer Lines ~.~ ~ ~ ~
Material: ~+~ Number of C~pa~ments:
Well' II G
SutfaCewater ~10 W~O LIFT STATION
LOt ~OO ~ Size in gall°ns: I Manufacturer:/
Line
"Pump on"leve, at: I "Pum%vel at: I High water a'arm at:
Foundation t ~
Cudain Drain ~110 ~/~ Pump Ma~e & M°del I ~lectri~al In'peoti°n~ Perf°rmod bY:
BENCH MARK
Remarks:
Location and Description:
Assumed Elevation:
Inspect OhS performed by' Dates. 1st 7t~/~ ~ .,,.
2nd 7 ~/~ , c~
Department of Health and Human Serwces approval : %'-.;.?/d~;;..,;:; ¢,;';~*
Reviewed and approved ~. ~Date:l¢'20-0~ ::. --
STANDARD 5- P/IDES
TOTAL LENDTH
TOTAL DEPTH 1 FOOT
TOTAL WIDTH 5 FT
EFFECTIVE GRAVEL 6
COVER J FEET
INSULATED TANK AND SEWER LINE
Z 200 FLOW SPLITTER
1500GAL SEP~C TANK
C
49%h
TOB~ SPURKLAND
No, CE 2225
REPLACEMENT FIELDS
Well
25 0 ?5 50
SCAL,
I
I
I
I
Ac18. o
BC 1,T. 5 . % *.
BO 49.4 ~
AE 56.5
DE 66.2
75
= 50 FT,
185 150
TOBB£N SPURKLAND P.E.
205 W 15TH. AVENUE
ANCH. AK. 9950!
(907) 279-39J6
II
SEC. 2 TI IN RSW
JAY BONK
JJSEPtiC SYSTEM AS BUILT
DATE: AUG. 1~ 2000
SHEEk 2/5 0R~.'5258
PERMIT # SF/OOO168 PIP # 0£0 042 07 I13OROO~D~/6
Cleon Dui.
Stondord Tmenches:
,~' Wide
65' Lon9
,S' Sex/er rod~
INSULATE TANK ~N~ LINES
0 0
9ol Sepi.ic tank
200 FLZ7~./ SPLITTEP,
98'
ND SCALE
FLOW SPLfffER
98~
95,5
SCALE
INSUL, I
1500 SEPTIC TANK
EENCH ALARM ToP FOUNaArlON
ASSUMED ELEV. lO0, O0
TOBBEN SPURKLAND P,E,
803 \415th Ave
Anchopcge Ak 99501
S WI/4, NEI_/4, AIW]?4
SEC, 2, H1N ,23W
JAY DDNKL
SEPTIC SYSTEN SCHEMATIC
DATE: AUG, ]~ coO00
SHEET, 3/3 GRID, 3~38
PERMIT # SW000168 PID 020 04~v-07 ilSOPOOS, DW6
Ft-om : RLPINE DRILL 907 345 0202
Ru9.07.2000 07:16 RH P01
Municipality ,fAnch_o.rage
Department of Health and Human ervices
825 %" Street~
Pi(), Box 196650 Aachorage, Alaska 99519-6650
Rick Mystrom hit p:/~,vww.cl,a nchomge.ak.ue
Meyer
Permit Number: #SW 000f68 Date of Issue: 6-15-00 Parcel ldeutification Number:~
Date Stark~l: 7-14-00 Date Completed: 7-14-00 Is well Iocak~i at approved permit loeatio~i'? [] Yes [] No
TI 1N R 3W SEC 2 se4sw4ne 4nw4
Legal Description:
Property Owner Name & Address:
Jay Bonk
PO Box ~2149
Anchorage, Ak 99511 ....... ~
1)epth (fl)' Method of 1)tilling [] ah' rotary Fq cable tool
From To
Borehole Data:
Soil T.,,q~¢, Thickness & Water Strata
stick-up 0 2
silty cobbly gravel 2 23
7mvelly silt 23 34
bedrock 34 107
75 85
RECEIVED
AU6 *10 2000
Municipality of Anoh_oral~g
Dept. Health &Human ~ert~
H20
Casing type: steel
Wall Thickness: :025 inches
1)iameler: 6 h~ches Depth: ./O 7 feet
Liner Type: .-
Diameter: ~ inches Depth:
Casing sticknp above ground: _2 feet
£cet
Static water I~vel (from ground level): 8_.feet
Pumping level: ~07 feet alter
_2 hmirs pumph~g -6 gpm
ReeovcD' Rate: _6 gpm
Method of Tcstiug: a#'#ft
Well Intake Opening Type:
[] Open End [] Open ltole
[] Screened Start ~__ feet Stopped
[] Perforations Start feet Stopped
feel
l'c~t
Grout Type: Bentonite # ~ Volume: Ibg
Depth: Start 0 feet Stopped + feet
Pump; Intake Depth ........... feet
Pump size hp Brand Name
Well Disinfected Upon Corn pletion ? [] Yes [] No
Method of Disinfection; .¢lofine
Conl men ts:
Well Driller:
Alpine Drilling & Ente/prises
P 0 Box '1~0496
Anchorage AK g95'11
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Sen/ices Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 995'19-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Date Issued: Jun 15, 2000
Expiration Date: Jun 15, 2001
Permit Number: SW000168
Legal Description: TllN R3W SEC 2 SE4SW4NE4NW4
Design Engineer: 0007 Tobben Spurkland, PE
Owner Name: Jay Bonk
Owner Address: PO Box 112149
Anchorage, AK 99511-
Parcel ID: 020-042-07
Site Address:
Lot Size: ~108900 SQ. FT.
Total Bedrooms: 5 Permit Bedrooms: 5
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 DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 ( 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.
Received By: ~'~-~ '~"~
Date:
203 W 15th. Avenue, Suite 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276~6013
SEPTIC SYSTEM DESIGN
SE4, SW4, NE4, NW4, SEC. 2 TllN R3W
JAY BONK
Municipality of Anchorage
Department of Health and Social Services
820 1 Street
Anchorage, Alaska 99501
April 25, 2000
We are submitting an application for the installation of a well and septic system for this lot. The
submittal consists of three (3) drawings showing the present improvements on the lot and the
adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the well and
septic system is subject to this permit application, (sheet 2/3), and a schematic of the septic system,
(sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. The septic
system design is based on the following:
Ground Water @ 7 fl.
Design for GW ~ 6 fi
Use Standard 5-Wide Trench
Soil Rating. From Testhole 09/30/98
<l rain/in = 1.2 gal per sq.fl/day
No. of Bedrooms 5
Required Area per Bedroom: 150/1.2 - 125 sq.ft.
Total area required: 125 x 5 = 625 sqft
Bottom Rock At I foot
Top Rock At .5 feet
Rock Depth .5 feet
Total Trench Length 625 / 5 = 125 ft.
SYSTEM CONFIGURATION
STANDARD 5 WIDE TRENCH
TOTAL LENGTH 2 x 65 FT
TOTAL WIDTH 5 FT
TOTAL DEPTH I FT
ROCK DEPTH .5 FT
COVER 3 FT
SEPTIC TANK 1500 GAL
Insulate tank and line
The installation of this well and septic system will not prevent wells and septic systems from being installed on the
adjacent lots.
There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots.
The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface
runoff will not result fi'om this installation.
~DL~EN WflOD LANE
VACANT
5C
S=LEVEL
® #2
d
I
/
~el]
?A
100 150 £00 ?50 300
SCALE: l~ = lO0 FT,
TOBBEN SPURKLAND P.£
203 W 15TH. AVENUE
ANCH. AK. 9950!
(907) 279-5916
SEC. 2 T1 IN RSY/
JAY BONK
SEPTIC SYSTEM DESIGN
DATE: APRIL 5, 2000
SHEET: ~/$ GRID: $258
PE£NIT # S~OOXXX
PI9 # XX
STANDA£D %- W/DES
TOTAL LENOTN 150
TOTAL DEPTH I FOOT
TOTAL WIDTH $ ET
EFFECTIVE GNA VEL 6"
COVER ~ FEET
INSU~TE TANK AND SEWER LINE
Z 200
1500 GAL
SPURKLA~
o. CE-2225
I
I
I
REP~CEMENT FIELOS I
I
I
I
25 $0 7~ 100 125 150
=5OFT,
TOBBEN SPURKLAND P.E.
203 W 15TH. AVENUE
ANCH. AK. 99501
(907) 279-$916
SEC. 2 T11N
JAY BONK
SEPTIC SYSTE/v/ DESIGN
DATE: APRIL 5, 2000
SHEET: 2/5 GRID: 5238
PERMIT # S~/OOXXX PIP # XX U30200£.D~/6
Monil:om
Cteon Du
Cleon
Stondord ?renches,
5' Wide
65' Long
]' Deep
,5' Sewer rock
3' Cover
INSULATE TANK AND LINES
) C~0 0 0
1500 go[ Septic tank
~- Z 205 FLOW SPLITTE~
ND SCALE
FLOW SPLITTER
ND SCALE
SEPTIC TANK
BENCH MAR/<
ASSUMED ELEV, 100,00
TDBBEN SPURKLAND P,E,
203 WlSth Ave
Anchoroge Ak 99501
SEL~ ~ ~]N
JAY BDNKL
SEPTIC SYSTEN SCHEMATIC
])aTE: MAY 26, 2000
SHEET: 3/3 6RID, 3~38
PEf~MIT # SWOOXXX PID YY
Municil:'ality of Anchorage
DEPARTMENT O? -iEALTH & HUMAN SERVICES
825 "L" Street, Auchorage, Alaska 99502-0650
SOILS LOG - PERCOLATION TEST
3
10
11
12
13
14
15
16
17
18
19
20
WAS GROUND WATER
ENCOUNTERED?
DATE PERFORMED:
Township. Range, Section:
SLOPE SITE PLAN
<7
HOL ~.
IF YES, AT WHAT O
Feading Date Gross Net Depth to Net
Time Time Water Drop
DISRLAIMFR:
Past and future presence
'trom ~nese observations.
PERCOLATION RATE ~ ~ ,m~nules/mch) PERG HOLE DIAMETER ~
TEST RUN BETWEEN ~ FTAND ~/~ FT
GrDUndwatRr c~nditions indicatRd ar~ for the dates shown only,
~d/or de~th of groundwater can not be predicted
ACCORDANCE WITH ALL STATE AND MUNICIPAL GL'[ ELINES IN EFFECT ON THIS DATF
72-008 (Rev.
CERTIFY THAT THIS TEST WAS PERFORMED JN
DA~E: _ ~' q~
Municipality of Anchorage
DEPARTMENT OF '~EALTH & HUMAN SERVICES
825 "L" Street, Am:horage, Alaska 99502-0650
SOILS LOG- PERCOLATION TEST
PERFORMED FOR: ~1'~ '~l~l ~. DATE PERFORMED:
LEGAL DESCRIPTION: .~-- 7~4 .~J~/~ }~,~.Y~ NI~ Y~ Townsh,p, Range, Section: ~.¢. ~
1
10-
11
13-
14-
15-
16-
17-
18-
19-
20-
DISCLAINFR: C~roundwater
Past and future presence
· from these observations...-
SLOPE
SITE PLAN
W3. S GROUND WATER
ENCOUNTERED?
IF '(ES, AT WHAT -
DEPTH? lO pO
E
,ogiloring? ~ Oale:
-- ' '~' (~r/os~ l -¢'~t Net Depth to Net
Reading Date Time Time Water Drop
_.. ~ ~ ~ ~ ~/q
P ~'iCOLATION RATE ~ (min,.res/inch) PERC HOLE DIAMETER --
TESTRUNBETWEEN //I FTAND ///,¢~-' FT
conditions indicated are for the dates shown only.
and/or depth of groundwater: can not be predicted
PERFORMED
BY:
I /. "~ __ CERTI:FY THAT THIS TEST WAS PERFORMED IN
ACOORDANCEWJT. ALL STATE AND MUNICIPAL GUIDELiNES iN EPFECT ON THiS DAT~. DATE; O~ % ~/'~qO(~''~
72-008 (Rev. 4/85)
STANDARD $- WIDES
TOTAL ZENGTN 150 FL
TOTAZ DE??H ! FOOT
TOTAL WIDTH 5 FT
EFFECHVE GRAVEL 6
COVER 5 FEET
INSULATE TANK AND SEWER LINE
Z 200 FLOW
[ ]
I I
S=LEVEL
L~
REPLACEMENT FIELDS
Well
25 5W_ 75 100
SCAL 50 FL
125 150
TOBBEN SPURI(LAND P.£ J J
205 W 15TH. AVENUE
II
ANCH. A~ 99501
(9072 279-5916
SEC. 2 TIlfl RSW
JAY BONK
] SEPtiC SYSTEM DES/CH
DA?E: APR/L 5, 2000
SHEEr: 2/5 OR/D: $255
PE£MI? # SVOOXXX
PID # XX
1130£00£,Db/6