HomeMy WebLinkAboutGINAMI HILLS LT 4Ginami Hills
#1
Lot 4
#015-461-25
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: ~; t/.,' P-e ~ o~..I ~, PID Number:
N,~*~~Ot- ~ ~ ~~ Wastewater System: ~ew D Upgrade
~1~ ~ ~y ~ ABSORPTION FIELD
LEGAL DESCRIPTION s°""'""~:
WELL: ~ New D Upgrade ~,~.~m:
SEPARATION DISTANCES as.,c a Ho~,,, ~S.T.E.P.
Sudaca
w,,,, "/o ~/r ~/~ LIFT STATION
SIzeln gallofli: Manufsctu~,
Lot
nemarks: BENOH MARK
~ENGINEER'S SEAL
Inspections performed by: _ : Dates: 1st
Department of Health and Human Se~ices approval '
Reviewed and approved by: ~,. ate;
SCALD 1' = 188 Fl'.
HILL 3~ ~ J
~ Well
LOT 4
DENAL I MEADD~/S
EL_rY. IOO.00 Iq'
I OBBEN SPURKI.4ND P.E.
205 IV ISTX. AVENUE
ANON. AK. ~S01
po7)
PERNzr ~ svoooe~6
II
GINAMI HILLS LOT 4
ROBERT PROSSER
Piti # 015-461-P5
SEPTIC SYSTEM DESIGN
DATE: DEC. 1,9, 2000
SHEET.. !/2 GRID: 2741
6NHoOo4LD~6
6'-2'
_!
~.~:__._~ 4-INCH INSULATION
STANDARD DRAIN FIELD
) TOTAL LENGTH ,12 FT
TOTAL ROCK DEPTH 76 INCHES
EFFECTIVE ROCK DEPTH 72 INCHES
~- ~co~l~'sso~ 96~ TOTAL COVER 3 FT,
wd I r ~ NO SCALE
· ' 's6c;c;'r ; i "%- INS 'LATION
TESTHOLE
I?.$ FI'. DEEP
LEGEND:
1. PRII~ARY TREATHEN~ SEPTIC TANK
2. AERATION TANK
3. CLARIFICATION TANK
4. DISCHARGE TANK
5. SOIL ABSORPTION
BENCH IffARK
BOFfOlff SIDING
ASSUIsIED ELEV. I00.00 FT.
TOBBEN SPURKLAND P.E. ] ]
203 WlSth Ave
PERIfflT / SV/000216
GINA]tlI Hll, hq LOT 4
WASTEWATER SYSTEIff SCHEI, tATIC
ROBERT PROSSER
SEPTIC SYSTEI, f SCHEIffATIC ]
DAIE: DEC. IS, £000
SHEET: 3/3 GRID: 274I
GNHOOOAJ. DWG
PlO NO 015-461-25
4-INCH INSULATION
STANDARO ORAIN £1ELO
TOTAL LENCTH 42 FT
TOTAL DEPTH 8 FT
TOTAL ROCK DEPTH 76 INCHES
EFFECTIVE ROCK DEPTH 72 INCHES
TOTAL COVER 3 FT.
0 0 0 0
0 0 0 0 0 ,
86.9
INSULATION
~-~ SILT ~ARRI£R
NO SCALE
TESTHOLE
12 FT. DEEP
TOBBEN SPURKLAND P.E.
205 1~lSth Ave
Anchoraae Ak 99501
279-$9~6
LEGEND:
I. PR/MARY TREATMENT, SEPTIC TANK
2. AERATION TANK
$. CLARIFICATION TANK
4. DISCHARGE TANK
5. SOIL ABSORPTION
GINAMI HILLq LOT 4
WASTEWATER SYSTEM SCHEMATIC
ROBERT PRO$SER
BENCH 1~4RK
BOTTOM S/O/NC
ASSUMED ELEV.
100.00 Fr.
SEPTIC SYSTEM SCHEMATIC
DATE: DEC. 18, 2000
SHEET: $/$ GRID: 2741
PERMIT t~1 SW000216 PlO NO 015-461-25 GNHOOO4$.DWG
Municipality of Anchorage
Department of Health and Human Services
825 'L' Street
P,O. Box 196650 Anchorage, Alaska 99519-6650
Rick Mystrom htt p:l/www, cLanchorage.ak us
Mayor
Permit Number: #SW 000216 Date of Issue: 6-6-00 Parcel Identification Number: 015-465-25
Date Started: 9-9-00 Date Completed: 9-I0-00 ls well located at approved permit location? [] Yes [] No
Legal Description: G/nam/Hills Lt 4
Property Owner Name & Address: Carol S. & Robert Presser
11841 Toy Drive
Anchorage, Ak 99515 ,
Borehole Data: Depth (ft)
Soil Type, Thickness & Water Strata From To
stick-up 0 2
Organic & silt 2 7
gravelly silt 7 22
silty gravel 22 31
gravelly silt 31 77
bedrock 77 207
RECEIVED
IOV 07 2000
Municipality of Anchorage
0ept. Health & Human Services
Method of Drilling [] air rotary [] cable tool
Casing type: steel
Wall Thickness: .025 inches
Diameter: _~ inches Depth: 81 feet
Liner Type:
Diameter: ~ inches Depth: __
Caslng stickup above ground: -2 feet
feet
Static water level (Eom ground level): 47 feet
Pumping level:.207 feet after
_2 hours pumping -4 gpm
Recover}, Rate: _4 gpm
Method of Testing: airlift
Well Intake Opening Type:
[] Open End [] Open Hole
[] Screened Start __ feet
[] Perforations Start feet
Stopped feet
Stopped .~ feet
Grout Type: Bentonite # 8 Volume: ] be
Depth: Start _0 feet Stopped _.+ feet
Pump: Intake Depth ~ feet
Pump size hp Brand Name
Well Disinfected Upon Completion9. [] Yes [] No
Method of Disinfection: CIorfne Tablets
Comments:
Well Driller:
Alpine Drilling & Enterprises
P 0 Box 110496
Anchorage AK 99511
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Services Program
825 L Street, Room 602
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Jul 06, 2000
Expiration Date: Jul 06, 2001
Permit Number: SW000216
Legal Description: GINAMI HILLS LT 4
Design Engineer: 0007 Tobben Spurkland, PE
Owner Name: Carol S. Prosser
Owner Address: 11841 Toy Dr.
Anchorage, AK 99515-
Parcel ID: 015-461-25
Site Address: 012031 GIN,OMI ST
Lot Size: 201600 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 Aiaska
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: ~L · Date:
T.$?IIR i ID P.E.
203 W 15th. Avenue, Suite 203
ANCtlORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
LOT 4 GINAM! HILLS
ROBERT PROSSER
Municipality of Anchorage
Department of Health and Social Services
820 1 Street
Anchorage, Alaska 99501
June 19, 2000
We are submitting an application for the installation ora well and septic system for this lot. The
submittal consists of two (2) drawings showing the proposed improvements on the lot, and the
adjoining properties, (sheet 1/2), and a schematic ofthe septic system, (sheet 2/2). Soil logs and
percolation tests of applicable testholes are also enclosed. The septic system design is based on the
following:
Ground Water (~ 12 ft.
Use BioCycle with Standard Trench
Soil Rating. From Testhole 06/19/00
18 mia/in = 1.2 gal persq.ft/day
No. of Bedrooms 4
Required Area per Bedroom: 150/1.2 = 125 sq.ft.
Total area required: 125 x 4 = 500 sqtt
Groundwater ~ 12 ft
Bottom Rock At 8 feet
Top Rock At 2 feet
Rock Depth 6 feet
Total Trench Length 500 / 12 = 42 ft.
SYSTEM CONFIGURATION
BIOCYCLE
STANDARD TRENCtl
TOTALLENGT~I ~ FT .5'~ /~-
TOTAL WIDTII 2 FT
TOTAL DEPTtl 7 & FT
ROCK DEPTil 6 FT
COVER 3 let
The installation of this septic system will not prevent wells and septic systems to be installed on thc 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
runoffwill not result from this installation.
,/
.DEIVA L [
MEA£Dh/S
L£r 4
II
II
Jl'OBBEN SPU£KLAND P.E.
205 W I5TtL AVENUE
ANCN. AK. 99501
(~07) 2~-,~1~
PERMIt ~ SVOOOOXX
CINA~H tlILLS LOT 4
ROBER[ PROSSER
PID # xx
j j SEP[IC SYSTEM DES/ON
DA[E: JUNE 20, 2000
SHEET: 1/2 GRID: 2741
GNHOOO41.D WG
~ 4-INCH INSULATION
STANDARD DRAIN FIELD
TOTAL LENGTH 42 FT
TOTAL DEPTH 8 FT
TOTAL ROCK DEPTH 76 INCHES
EFFECTIVE ROCK DEPTH 72 INCHES
TOTAL COVER $ FT.
>0000~
0 0 0 0 0 0 0 0 0 ~ ~
0 0 0 0 0 0 0 0 0 0 0 0 0 ~
INSULATION
NO SCALE
TESTHOLE
12 FT. DEEP
LEGEND:
I. PRIIdARY TREATI~ENT, SEPTIC TANK
2. AERATION TANK
$. CLARIFICATION TANK
4. DISCHARGE TANK
.5. SOIL ABSORPTION
J TOBBEN SPURKLAND P.E. j J
205 Wl$1h Ave
Anchorooe Ak 99501
PERMIT // SV/OOXXX
GINAMI IIlLLS LOT 4
WASTEWATER SYSTEM SCHEMATIC
ROBERT PROSSER
PID NO
SEPTIC SYSTEI~ SCHEMATIC
DATE: JUNE 22, 2000
SHEET: 3/$ GRID: 2741
GNHOOO4$.DWG
149.7
/
174.2 /
239,4'
LOT 4 /
PERFORMED FOR:
Munl=ll:aflty of Anchorage
DEPARTMENT O~: '~EALTH & HUMAN SERVICES
825 "L" Street, Am:horage, Alaska 99502-0650
SOILS LOG - PERCOLATION TEST
~.EGA,. DESCR,PT,ON: LO T' q: ~- INA~ (
1
2.
3
4
5
6
?
8
g
10
11
13-
14-
17-
1~-
20-
I~ I LL~Township. Range. Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
SITE PLAN
~F ',es. AT W.AT 1 71 ,o
DEr, TH?
1,2, ~" 6/,~,1~,E
~D'~?'~ G,oss N.t Oeplh to Net
PERCOLATION RATE ,/~) Im,nuleS~nch} PERC HOLE DIAMETER
TLE. T RUN BETWEEN '~ FT AND *.~YZ.. FT
DISCLAIMK~ Grn,ndwater c~nditinn~ indicated ar~ ~=nr the dates ~hown only.
Past and future presence ~.nd/or depth of groundwater can not be predicted
trom these ooserva[lons. ~j~,
CERTIFY THAT THIS TEST WA~ PERFORMED IN
'ACCORDANCEWITHALLSTATEANDMUNICIPALGL,ICELiNESiNEFFECTONTHiSOATF. DATE: ~/~a/~ ~
PROPERTY OWNER AGRF. EMENT
FOR THE ~NANCE OF AN
ON-SITE WASTEWATER DISPOSAL
TI,.J3 agreement, dated. 199_.. is made between the M'tmkipaliry of
Anchorage Department of .qcalth and Hnman Services (DHHS) and the propen~
owner(s) of:
_ LoT',q.. tgi qoD, t lkt_s w/g,
This a~eement is made for the purpose of maintaln;ng an on-site wastewater disposal
system on the subject property. .':'
The property owners ns'et to tli. e following:
Submit to the Municipaliv/of Anchorage. on an annual basis, an inspection au~
operation statement from a registered professional enghteer. This inspetfion anti
operation statement shall verify that the engineer has inspected all effluent and air
pumps, timers, and alarms, md that any defi¢ien¢!es have bees repaired and that the
system is functioning as designed.
(Signamre)
(Signamte)
(Printed Name) ('Primed Name)
~ .............................. li ::arize Here ....................................
pe'sonally appeared bef~e
~ho is pe~soaally kno~ ~o me
~hose tdenti':r I proved on the bath/afft~atlon
, a credible vltness
to be the signer ~f,uth~,.2bove document, and he/she acknowledged that
~-~: ~0~ Notary ~c __ _.
~llllllllllt~%~~