HomeMy WebLinkAboutCAMPBELL POINT BLK 1 LT 7
· .~1 ', Municipality of Anchorage Page . I of ..~
.--?" DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL'SERVICE5 DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Name Permit Number: ~ PID Numbel:
C.A~.L,~HA~4, ~.11- WastewaterSystem: [~New n Upgrade
~. -/u~> - ¥~4e,'~9 %1~,~ ABSORPTION FIELD
· ' : ~ Deep Trench ~ Shallow Trench ~ Bed O Mound ~ Other
LEGAL DESCRIPTION so.....;: Tolal~ept h f rom ortg,na, gra.e~
WELL: D New ~ Upgrade O,~$~,mh:
Ylela: ~ Pum~ Set at: J Cas,rig He,g.I A~ Ground'
-- .. ~"" ;,. n. TANK
SEPARATION DISTANCES ~s~;,c ~ .o~,~ e S.T.E.P.
Well' II ~ l0 ~ >~S' Maleri,l: ~r ~NumberofCom~.meni,:
Sudace
Ware, ~ O H~ LIFT STATION
Lot
Line ~ ~ ID s,z~ ~. ~.,o.,,
Cu~ain
Dram ~ 0 ~ ~ Pump Make & M:~ el J Electnca~ Inspections performed by:
Remarks: BENCH MARK
ENGINEER'S SEAL
Inspections performed by: Dates: ls~
Department of Heal,and ~u~a~Se~ices approval
Rewewed and approved by: Date: ~ '~;.'- ;'-. ....... .. '"'..
,~ ~ KERI COURT
~ vrd, ~r .Pcq¢. ;. :._ _
st~nc rA~ WOO ~ ~ / A I
J I
et ..~ ~ - _ I I
RIO0. O0
£IMOND
25 §~ 75
SCALE: 1' = 50 F~
lDO 125 ~ 15o
TOBBEN SPURKLAND P.E.
205 W 15TH. AVENUE
ANCH. AK. 99501
PE£1dlT NO SV/970124
LOT 7, BLOCK I CAMPBELL POINT
KIT CALL4NAN
7~01 W. D/MONO DL1/D.
P. LN. 0II-252-21
SEPTIC SYSTEM AS BUILT
DATE: JUN£2$, 1997
SHEET: 2/3 GRID: 2322
CP TOI O T£.D~G
Stondord Trench
2' V;de
30' Long
12' Deep
7' Sewer rock
4.$' Cove,-
1000 go/ Sept;c ~ank
NO SCALE
' I Iq/'~l~ IIII=~L 11
1000 SEPTIC TANK
N~ SCALE
£ENCH HA£1C SE coe. P£DESr~L
ASSUMED ELEV. 10000
TDBBEN SPURKLAND P.L.
203 Wl5th Ave
Anchorage A~ 99501
PERt. tIT ]/ $1Y.,qTO124
LOT 7, BLOCK 1 CAMPBELL POINT
KIT CALLAHEN
700! ~. D1M£ND ~L VD.
PID $ 011-262-21
SEPTIC SYSTEN AS BUILT
DA?E, JUNE£~ 1997
SHEET, 3/3 GRID: B3~P
CPTOIOT$.DV/C
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW970124
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:MARSON JAMES G &
OWNER ADDRESS:7001 W DIMOND BLVD
ANCHORAGE, ALASKA 99515
DATE ISSUED: 6/09/97
EXPIRATION DATE: 6/09/98
PARCEL ID:01126221
LEGAL DESCRIPTION:
CAMPBELL POINT BLK
1 LT 7
LOT SIZE: 20400 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK 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 ) (NOT REQUIRED FOR WELL ONLY PERMIT)
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:
RECEIVED BY:
ISSUED BY:
203 W 15th. Avenue, Suite 203
ANCHORAGE, ALASKA 9950 I
(907) 279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
LOT 7 BLOCK I CAMPBELL POINT
KIT CALLAHAN
Municipality of Anchorage
Department of Health and Social Services
820 1 Street
Anchorage, Alaska 99501
May 14, 1997
We are submitting an application for the installation of a septic system for this lot. A well log for the existing well
is on file with the tlealth Department. This submittal consists ofthree (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 septic system is subject to this permit application, (sheet 2/3), and a schematic ofthe septic system, (sheet
3/3). Soil fogs and percolation tests of applicable testholes are also enclosed. The septic system design is based on
the following:
No Ground Water or Impervious Layer to 18 fi.
Use Standard Trench
Soil Rating. 5 rain/in = 1.2 gal per sq.ft/day
No. of Bedrooms 3
Required Area per Bedroom: 150/I.2 - 125
Total area required: 3 x 125 = 375 sq.fi.
Proposed Finished Floor Elevation: 105
Ground Elevation at Trench: 105 +-
Testhole depth 18 feet
Bottom Rock At 12 feet
Top Rock At 5 feet
Rock Depth 7 feet
Total Trench Length 375 / 2x7 - 26.8 fi.
SYSTEM CONFIGURATION
STANDARD TRENCH
TOTAL LENGTti 30 FT
TOTAL WIDTH 2 FT
TOTAL DEPTtl 12 FT
ROCK DEPTH 7 Fl'
COVER 5 FT
SEPTIC TANK 1000 GAL
I~UNIcIPA, L~Fy OF ANC-J'iOgAGi:
Eh[VIRoNRz~NTAL SERVICEs DIVIsIoN
MAY 15 1997
RECEIVED
The installation ofthis septic system will not prevent wells from being installed on the adjacent lots. ' '
There are no developed or na~ura[ 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 concentratioo of surface
mnoffw[II not result from this installation,
PERFORMED FOR,
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street. Anchorage. Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
'EGA OESCRIPT,O.=_LoT 7,
1
2
3
4-
'10
12
14-
Township. Range. Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
SITE PLAN
15-
16-
17-
18- t='
Ho
20-
PERCOLATION RATE ~ '7~'"(m,nL eum ~ t
' ch) PERC HOLE DIAMETER . ~__ '
:'" D~SCLA! TEST RUN eETWEEN -~.~ FT,~,',~ '~ ~ ~T *
Past and presence and/or depth of groundwater can not be predicted
ly.future
· CERTIFy THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: __ ~'/~/~///~'~ 7 .
72qX)8 (Rev. 4/85)
LOT ~
VACANT
5
\ / 6
1
7
~rell
$0 0 §0 lO0 150 ~00 ~§0 300
SCALE: 1' = lO0 FT.
II
I
5
KERI COURT
49~h
TOBBEN SPURKLAND P.E.
203 W 15TH. AVENUE
ANCH. AK. 99501
P£RYlT NO: XXX
LOT 7, I~LOCK I C.~JIP£ELL POINT
K#' ~4LL4HAN
7001 Fl. DIMONo OLVD.
P, LN. XX
SEPTIC SYSTEM DESIGN
DATE: MAY I4,
SHEET: 1/3' GRID: 2522
CpIOIOTI. DV6
105.4 *.***.*.
SCALE: 1' = $0 FT.
~,/~ SEPTIC SYSTEM DESIGN
?£/~/r NO xxx P.I.N. XX CPTOZO78.~VG
Sfanclard Trench
2' ~'~de
38' Long
12' Deep
7' Se~er rock
4.5' Cover
0
1000 9o! Septic lank
NO SCALE
NO SCALE
lOOa SEPTIC TANK
TOBBEN SPURKLAND P.E.
203 tdl5th Ave
Anchorage Ak 99501
LOF 7, BLOCK 1 CAMPBELL
KIT CALLAHEN
7001 I,/. D/HaND BL VD,
POINT
BENCH HARK.
ASSUMED ELEV, 100.00
SEPTIC SYSTEM DESIGN
DATE, HAY 14 1997
SHEET, 3/3 GR[D~ 2322
GREATER A~;CHORAGE ~REA BOROUGH
Dep~'~tment of Environmental Quality~.-~
...... i . 2330 "C" Street
~" " 'Anchorage, Alaska 99503
'Performe~ for M.~ & M,s~ Ri Moon~ Date performed ~£PT~10-11~1975
Legal Oescript'~on: ).?
9 RLnCK I ~ ~AM~LL POINT SUBOIVI$10N
This form reports: Soils l~g. v ~ Percolation test x
Depth
Feet v,~,,,,
! ' 0v£NmuRorm: 1.5'
2-
3
4
-- SILTY SAN0$
(aSo)
.o~.^sis or T, is~5'
7 ~PI:RC T£$Te
8-
Was'ground w~Ler encountered?
SP-S~
SOME S~NDS t FINE
AND SOME SILT*
SUT PERN£ABL£
I. /
If yes, at what depth?
Reading
~OUND
:e, minute. :
proposed installation: Seepage Pit ......... Drain Field'~ .....
Depth of Inlet ~mOUT ~' Depth to bottom of pit or t~ench 5-6,
Performed By. t~. ~_ ~.~,~ .e~P~fled Bye/_ ~1 y~. Date: q-l~-~