HomeMy WebLinkAboutTHAYERMOORE HEIGHTS BLK 2 LT 2
Municipality of Anchorage Page I of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVIS'ION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: _.~"~I~J~;) (~)~z~-q PtD Number: 0(,~ 0~' (( ~
'~me;~C-- ~ ~ h ~¢~ ~ Wastewater System: ~New 'U Upgrade
Phone: ~ ~[+ No, of.~droom,: ~.epTren~h UShal,owTrench DBed ~Mound UOther
Total Depth from original grade:
LEGAL DESCRIPTION ~ SoilReting: O. ~ GPD/Sq. Ft. ~>,~
LOt: ~ Block= ~ ~~Subdiv'ion:~ ~ [~}~' Depth to pipe bottom~.from~odginal grade: FL Gr~vel ,e,th~e:~pe Ft.
Township: Range: Section: Fill added above original grade: Gravel length: ~,
WELL: ~New Q Upgrade ~rave~v,~dth: 2 . ~ F~. I ~- ~ F~.
~la~lfl~t[on,(P rivate,.A,B,C): Total Depth: Cased To: Total absorption area: Pipe mamriak ~t~;
Driller: Date Ddlled: StaticWater Level: Installer:
Yield: Pump Set at: Ft. Casing Height Above Ground:
SEPARATION DISTANCES ~s.pt~= ~ HoJdi"g a S;T.E.P.
TO Septic Ab~fion Li~t Holdh,g ~ubl[c/Private Manuf=cturec ~ Cap=ciW[n gallons:
From Tan~ Fle~d Station Tank Sewer Lines
Welk Material: ~ Number DE Compa~ments:
"Pump on" revel at: ~.~,ve~t~water alarm at:
Foundation
~emarks: ~T T~' ~ ~5~CT~ BENCH MARK _
Assumed Elevation: ~OO
~ ~ ENGINEER'S SEAL
e..,r,men, o, "eaton" ..ma. Se.,ce. a..rova ;&
72-013 (Rev. 9/91) MOA 25
+
TO LOT lB SFPTIC NEW ]000 GALLON SEPTIC TANK
TO LOT lB WELL /
+100' TO PROP. LINE L,J
/
j (S~58'00"E ~13.00') ~0' UT[L ESNT
A ~ ~89'58'00"E EI~ 74' ,
:~z~ /,C04 ~'MT ~o UTIL ESMT
,,2~s'' ~' LOT 3 ~AREALs
THAYER CIR.
Distances (feet) ST1 ST2 CO1 CO2 CO3 CO4 MT
LotA 71.5 75.5 77.5 78.5 138.5 82.0 117.0
LotB 119.5 125.0 128.0 128.5 173.5 132.5 158.0
LEOEND
~ WELl_
NOTES: e TEST HOLE
NO NEIOHBORINO WELLS +100' ~ NEW TRENCH BRAINFIELD
NO SURFACE WATER +100' o NEW CLEANOUT (CO)
NO KNOWN CURTAIN DRAINS PAGE 2 OF 5 · NEW MONITOR TUBE
S E P TI C SI TEA S B U I L T
LEGAL: LOT 2, BLOCK 2 THAYERMOORE SUB. ~ ............. .~.
~%'" ~ ~2:Y~
OWNER: ERIC AND JANA PERSSON F¢~49~~
DATE: 10/28/96 SCALE: 1" = 40' ',~01~ ~
~.¢A',. ,,E~LP. [A~0~ .'.~
BRENT P. EATON, P.E. ~*¢~'. c~-~, ."~
11855 SPYOLASS CIRCLE '~(~¢¢¢" ...........
ANCHORAGE, AK 99515 PH. 229-5777
NOTE: ASSUMED ELEV 500'
0.. (NAIL IN TREE NEAR N/W PROPERTY CORNER)
496.6'
496.5' \
/496.0'. X\
~ /496.7'--497.1'
· k'''''''-"'''''~= ...... 't-
SEPTIC TANK ~X493,0' / ~ .~ ; o~ o~
~4930' / o o ~ ~0~ ~°
489,0' 48g,O' ~ ,% ~ ~ ~ o~ ~NEW PERFORATED PIPE
484,5' 484.5' ~ 484.6'
PAG[ 3 OF 3
SEPTIC PROFILE ASBUILT
LEGAl..: LOT 2, BLOCK 2 THAYERMOORE SUB. ~.... .....
OWNER: ERIC AND JANA PERSSON
DATE: 10/28/96 NOT TO SCALE
BRENT P. EATON, P.E. ~¢~". c[~12~ ."~
11835 SPYGLASS CIRCLE u~..; .......... :~
ANCHORAGE, AK 99515 PH. 229-5777
LOCATION OF WELL
LOCATION/SKETCH:
DEPTHS MEASURED FROM.~sino top l'10round surface
BOREHOLE DATA: Depth
Material Type and Color From To
STATE OF ALASKA
DEPARTMENT OF NATURAL RESOURCES
DIVISION OF MINING & WATER MGMT
WATER WELL RECORD
[:is Ow
WELL OWNER:
WELL DEPTH: DATE OF COMPLETION
Depth of hole:
Depth of casing** ,//_~ ft ..~_._1 ~' ~/I ~.~_.
DEPT/!4_ ~T9 STATIC WATER LEVEU
~ ~*' ft below :1~ top of casing f'l ground su~ace
Date: /
METHOD OF DRILLING: ~*air rotary O cable lOOl
r-) other
USE DF ~L: ~domestic I-] krigation [-I monitor
['] public supply ]-1 other
Diam: ~'
~' im to --
WEU, INTAKE OPENING TYPE:,~open end i-~ screened
(-~ perforated I-~ open hole
Depths of openings:
to ~ ft
SCREEN TYPE: Diam:
SloblVle sh Size:
GRAVEL PACK TYPE:
Volume used: Depth to top:
GROUT TYPE: Volume:
Depth: from ft to
DEVEt. OPMENT METHOD:
Duration:
PuyPj~, revEL A~O Yle. D:
~ ft after ~
PUMP INTAKE DEPTH: __ ft Horsepower. __
WELL DISINFECTED UPON COMPLETION? ~YES
in.
Reg~tet~i Bu~ness Namea J a/..~
/~.L,/c~,/~-~t__ ~--lu-q7 P~SE MAIL ~1~ COPY OF LOG TO:
~R~NISI~ OF M~G & WAT~ M~T
~g~;~e ~ A~rized fles~sentative Date 3601 C St. ~te 800
ANCHO~GE AK 99503-593S
Phons I907)26g-8639oF~x Ig07)562-1384
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 1
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW960344
DESIGN ENGINEER:BRENT EATON, P.E.
OWNER NAME:FORTNER JOHN L & IVA I
OWNER ADDRESS:7231 THAYER CIR
ANCHORAGE, AK 99515
DATE ISSUED:10/09/96
EXPIRATION DATE:10/09/97
PARCEL ID:01508118
LEGAL DESCRIPTION:
THAYERMOORE HEIGHTS BLK 2 LT 2
LOT SIZE: 23200 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTEUCTION 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 (iSAACS0).
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:
ISSUED BY :~b~//~
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
Township, Range, Section:
1
2
3
4
5-
6
7
8
9
10
G,4. ,4 '~/b L
SLOPE
WAS GROUND WATER
ENCOUNTERED?
11
12
13
14
15
16-
17
18
19-
IF YES, AT WHAT
DEPTH?
Dopkh to Water After
Monitoring?
Reading Date
20-
PERCOLATION RATE --
TEST RUN BETWEEN --
(ENGINEER'S SEAL)
DATE PER.ORM'
SI H~ PLAN
P
E
Gross Net Depth to
Time Time Water
~0
(minutes/inch) PERC HOLE DIAMETER
FTAND g
Drop
COMMENTS
' 17~"J4 I~"gJe RJYer Lo~P R~°~, ,~.cN, t;.~O~, r:..FCT ON THIS DATE DATE:
ACCORDANCE W~TH ~1~[~,~lk~t~l~ ................ '
72-008 (Rev, 4/85)
WAS PERFORMED IN
BRENT P. EATON, P.E.
1185~ Spyglass (;ir~:le * Anchorage, Alaska !)!)~,/~ * Phone ?2g 5777
October 2, 1996
Jim Cross, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Subject: Lot 2, Block 2 Thayermoore Subdivision
Dear Mr, Cross:
The proposed septic system will have very limited impact on adjacent properties
for the following reasons:
1. The surrounding lots are large, allowing sufficient room for septic
sites.
2, Immediate neighboring septic systems are all +100 feet distance.
3. Drainage will not be affected and is not a major consideration in my
design.
I will be on site several times throughout construction of the proposed
improvements should there be any change in below ground conditions that would
require a design modification.
If you have any questions please call me at 229-3777.
Brent P. Eaton, P.E.
C:~BPE~DOCUM EN~P E RSSONINARR DOC
BRENT P. EATON, P.E.
CIVIL ENOINEER
/1855SpygsssOrce,Anchorage, Alaska 995!5, Phone 229 3777
BPE Project No:
Calculated By:
Date:
Legal:
Test Hole No. 2
96-01
BPE
Oct. 02, 1996
Lot 2, Block 2 Thayermoore Subdivision
Single Family, 3 Bedroom Dwelling
Deep Trench Subsurface Wastewater Disposal Field
Water use at 150 gallons per bedroom = 450 gallons
Percolation Rate = 25 minutes per inch
Wastewater application rate = 0.6 gallons per day per square foot
Required absorption area = 750 square feet
Gravel
depth =.9/feet ' ..-
Required length '= ~,~. feet ~;~/
Total Excavation Depth = 14 feet
C:~BPEIDOCUMEN~PERSSON~CALC.DOC
lB W ~ INSTALL NEW 1000 GAL
-m - ELL / SEPTIC TANK, INSTALl. DOUBLE
,,, +~oo, TO ~.o~..,~ C"~A.O.~. A~ O.~.E~
-/~
%.~ S 89~B'OO"E 812.74' 10, UTIL E~7--~
o , , ~ c o i
~ ~' %-- - .~,~ ~ES~tVE AREA '- '
O ~ ~ [ / ................... / % k W~ / .-m 7~ST HOLE] ' ~ ~
I
I
THAYER CIR.
LEGEND
+ WELL
NOTES: a TEST HOLE
NO NEIGHBORING WELLS +100' ~PROP. TRENCH DRAINFIEt. D
NO SURFACE WATER +100' o PROPOSED CLEANOUT (CO)
NO KNOWN CURTAIN DRAINS · PROPOSED MONITOR TUBE
SEPTIC SITE PLAN
LEGAL: LOT 2, BLOCK 2 THAYERMOORE SUB.
~.."' _
OWNER: ERIC PERSSON ~[~49
~..- ~..,. ~ ~ M ~1./.:....~ )
DATE: 10/02/96 SCALE: 1" = 40' F~® '~/'
~'k BRENTP. EATON .',~(~
BRENT P. EATON, P.E. ,*¢~'. o~-~, ."~
11855 SPYGLASS CIRCLE ,~ ¢~ ...........
ANCHORAGE, AK 99515 PH. 229-5777
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
6
7
11
13-
14-,
15
16-
17-
18-
19-
20-
COMMENTS
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
a
WAS GROUND WATER
ENCOUNT.[R ED? J~.~
1 ~749 '"5
~'., BRENT P. EATON ,:~9:
~ ),-, '., CE-9126 ..'._~
--
DATEPER~OR ED:~ '~%~:~OFE~O~¢~~..~_
SLOPE SITE PLAN
S
IF YES, AT WHAT ~,,,~/.~ OL
DEPTH? p
E
Oeplh lo Waler After~ ~/~
Monllorin§? r'~[¢, . Dale:
PERCOLATION RATE ~'~ {mmuteshnch} PERC HOLE DIAMETER
TEST RUN SETWEEN ~ FTAND ?
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
72-008 (Rev, 4~85)
CERTIFY THAT THIS TEST WAS PEREORMED IN
DATE: I~ ~'~ ~'~::"
BRENT 13. EATON, P.E.
CIVIl_ E N G I N IE E
11855 Spyglass Circle * Anchorage, Alaskci 99515 * Phone 229 5'/?7
BPE Project No:
Calculated By:
Date:
Legal:
96-01
BPE
Oct. 02, 1996
Lot 2, Block 2 Thayermoore Subdivision
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
A. GENERAL
The well and septic plan are for a single family residence only.
The drawing and or site plan shall be a part of this specification.
All materials and workmanship shall meet the Municipality of
Anchorage Department of Health & Human Services requirements.
All soil tests are advisory to the design and are to be verified in the
field by the Engineer.
All excavations and depths are advisory and are to be verified in
the field by the Installer to meet Municipality of Anchorage
requirements.
It is the responsibility of the owner to obtain all necessary permits
or easements and to locate all adjacent wells.
The excavation is to be exactly in the area shown on the site plan,
any deviation requires Engineer approval.
It is always recommended that a surveyor locate the nearest lot
line position and the location of any easements.
B. DEEP TRENCFI
2.
3.
4.
5.
The bottom of the trench shall be level, plus or minus 0.1 feet.
The total depth of the trench excavation shall not exceed 14 feet,
The sewer line shall be level, plus or minus 0.03 feet.
The trench gravel is to be covered with geo-textile rnaterial.
Insulation board (2" Thick) shall be placed over the drain tile, over
which a minimum of 2 feet of soil shall be placed.
The area over the trench is to be finish graded to prevent ponding
of surface water runoff.
The septic tank and leach-field must not be closer than 100 feet to
any existing private well, t50 feet to any Class "C" well, or 200 feet
to any community well.
Note: Twenty-four (24) hours notice required for all inspections.
C:~BPE~ DOCUM E NT~PE RSSONISPEC,DOC
