HomeMy WebLinkAboutT12N R2W SEC 30 E2NE4NW4NE4SE4T12N R2W
Sec 30
E1/2 NEI/4 Nwl/4 NEI/4 SEI/4
#021-022-06
Municipality of Anchorage
Development Services Department } '
Building Safety Division
On -Site Water and Wastewater Program. 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page ) of 2
www ci.anchorage ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: Sk.*0 7 0062 PID Number: 02(=o2t-oG
Na�Les f Tc..o< Qtir-hr./
Wastewater System: ❑ New ❑ Upgrade
P- o, Cox I It 0Y1Al ,eAo 99S-1/
ABSORPTION FIELD
Play NumDar of aMOdn,
3 YS- lS 9E 3
D MW Dot
a D«p Trrrl o sn.upw Tra J o ea aA
LEGAL DESCRIPTION
SWRawa
TaalD.pnDanapnaiurap.
GPD61•
FI.
eioaLa SuDa"aron
r/I FAY
Depth w pp. Donau Iran Drg•W area.
&*a ai wroth Danean P.M
G57 N6 Nw'/v NE'/r SC
FL
FI
Tamsnip Rarga Swan
FA ooa.a spor. alma 7aae
GrarM Urgm
1 z t4 2 w 3a
FI
Ft.
Well: Extrr ❑ New ❑ Upgrade
GnrN w,an
NaMar a IMa
D�{lana OHwaan 7
Ft
Ft
CMsviubwmnvate A B CI
Total Dwin
Cow to
Tian: .Dsoixw,&*a
Papa Maio m
Ft.
I FI
Fit
D-30Sy
pwr
Dna Dmua
stew was L,r"
Imlalw /,aL e Y
Dal. Nst ai
Ft
D
S1201 /09
Y,ro
Pump s.l n
"as" Hegm ADor. G `a""
TANK
GPM
FL
Ft
SEPARATION DISTANCES
IR Septic ❑ Holding ❑ S.T.E P. ❑ Other.
To
Septic
Absorption
Lift
Holding
lubhUPtivale
aa"'•r
ap"'I''
1000
From
Tank
Field
Station
Tank
Sewer Line
V+ cQ/'
Gr
Ma1.rW
SF{c/
Nurma�rjd Canpanmama
wall
I�ZF
ZS'
G
LIFT STATION
�Z.
IUJM
La Una
IS'
GW
'Pump W. MrN at
'Pump Olr W.0 al
Hgn waiar nam n
Fouwxcn
6s' r
n
n
n
Pump Moxa a MoaN
Elwrrr nsp,clana paaamW DY
Cutsn Dn,n
BENCH MARK
Ore ,na'r ( SP IT n 4 T_a r• 1
LOGLM ara MraMlon
Qper 'foot e
Fripinf-arck 6., Coinor "A" 6+,r
Asswn.a wwuon
Ato ua r- t3- Fw i.
cn tif; on lan {�r ca:+J /oo,d Fi
Engineer's Stamp
Inspections performed by: Elam Tsch Sac Dates: 1" 6'17-Y/,09
2 n
x.41 UC1t1{:
A4
AT"
Development Services Department Approval
Development
�•�.,,�:=
Conditional Approval Date:
�............� ...:...i
........... .....
,' /
�.. a...
41 t11.1HE CE, F.MOOR :��
Reviewed and approved by: "�/ Date: ' - (- / O
Q
; ,;,�••1����?�' �Q
PERMIT NO: SW090062 "H; ° PAGE 2 OF 2
DBL. EXISTING SOIL
PID NO: 021-022-06 C.O. G" ABS. TRENCH
"F"
NEW 1000-GALLON
SWING TIES: "D" "C" SEPTIC TANK
DBL.
FROM: COR. "A" COR. "B" C.O.
TO:
DBL. C.O. "C" 57' 71'
S.T. C.O. *D" 68' 83'
S.T. C.O."E" 73' 87'
DBL. C.O. "F" 74.5' 84' TBM
TR. C.O. "G" 78' 85.5'
TR. SUMP "H" 94' 93'
II: �•
'38DRM
;HOUSE
AV
WELL
..*'�' 49 m '�*�1
....................... /
lo :: THEODORE F. MOORE
•
�j'%,••.•�6�9..� �.'� PLAN VIEW
'` SCALE: 1" = 30'
FINAL GRADE-�
4.3 FEET
SOIL COVER
INV. 1000 GALLON INV. FROM
86.4" SEPTIC TANK 86.T HOUSE
TO
EXISTING
TRENCH
E 112, NE 114, NW 114, NE 114, SE 114, SEC. 30
T12N, R 2W - SEPTIC TANK REPLACEMENT
AS-BUILT INSPECTION REPORT
PROFILE VIEW FLATTOP TECI INICAL SERVICES SCALE: AS NOTED
NOT TO SCALE 14530ECIIOCANYON ROAD IDRAWN BYTFM
ANCIIORAGE, ALASKA 99516 JUNE, 2009
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519.6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Permit Number: SWO90062
Legal Description: T1 2N R2W SEC 30 E2NE4NW4NE4SE4
Design Engineer: 0019 FLATTOP TECHNICAL SERVICES
Owner Name: LES 8. JUDY BURTNER
Date Issued: May 18, 2009
Expiration Date: May 18, 2010
Parcel ID: 021-022-06
Site Address:
Lot Size: 0 SO. FT.
Owner Address: PO BOX 111041 Total Bedrooms: 3 Permit Bedrooms: 3
ANCHORAGE. AK 99511-1041
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 DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 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
Issued
BY ( Date: v ' x -/o
B:/7;17119'4111 /wt', Date:
Municipality of Anchorage
--� Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, Alaska 99507
www.muni.org/onsite
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 0 2/
Property owner(s) L, os ' `�J 1.of7 f3 Kr/rler Day phone 3 NS - 11' 9,V
Mailing address P•G. (3ox r r I G Y I Zip Code 99x-1/
Site address 10366 F1 emr,-&C'_' Roan Zip Code
Legal description (Sub'd., Block &Lot) L' V j
N /a _V'V
N w 'Ay, NE
91
Legal description (Township, Range & Section)
Sec
Z4S; 7 12 A/�
>Z 2-
Lot Size Sq. Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
❑
Septic Tank
91
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
Number of Bedrooms 3
THIS APPLICATION IS AN:
Initial
❑
Upgrade
19
Renewal
❑
I? l,oaie f=x/!o c!r {t
❑ — 60/iull7a/ 7,,,k —
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: S -3a e—a Waiver Fees:
Date of Payment: :S/ 16 /09 Date of Payment:
Receipt Number: /;2_0 7 30 Receipt Number.
(Rev. 11/05)
10
FLATTOP TECHNICAL SERVICES .
CML & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS
TED MOORE, P.E. 14530 ECHO CANYON ROAD
PHJFAX: (907)345-1355 ANCHORAGE, AK 99516
E -Mail: tgmoore@gci.net May 18, 2009
M.O.A. DSD
P.O. Box 19-6650
Anchorage, AK 99519
Dear Sirs:
The purpose of this letter is to provide the required design narrative in support of our application
for a permit to replace a collapsed septic tank on the E %:, NE 1/,, NW %., NE %., SE '/4, Section 30 T12N,
R2W, S.M., located at 10368 Meadow Road in Glen Alps. A site plan and specifications are enclosed
for your review.
Due to the collapsed condition of the existing tank an expedited review and approval would be
appreciated. Please give me a call at 345-1355 when the permit has been approved.
Sincerely,
*41-t
Ted Moore, P.E.
W 1/2, NE 1/4, NW 1/4, NE 1/4
SEC. 30, T12N, R2W, S.M.
/
/
/
i
/
INSTALL
DBL. C.O.
iSEPTIC SYSTEM 4
(NO HOUSE)
INSTALL NEW
1000 -GALLON
SEPTIC TANK
-i-- -
fII
' fl
1
V
0 ISF SEPTIC
SYSTEM
HOUSE 404W
Ar w
Ar 6r'
Aw *�' 49 m
MEADOW ROAD (UNPLATTED)
- - GASMPT
_ _ _ _ _ �` _ _ GAS EASEMENT
E112,NE114,NW114,NE1/4\ 0
SEC. 30, T12N, R2W, S.M. \\
\ 1"y
\ O
-o
\ P
EXISTING SOIL \
ABS. TRENCH \\
ABANDON - \
COLLAPSED
SEPTIC \
INSTALL TANK \
DBL. C.O. DRIVE t
R=100'
WELL
R = 101Y
/
__
�... .............
i THEODORE F. MOORE i
CE -3589 �;'�cj
0.
Aw
UNDEVELOPED
LOT
LOT 1
GLEN ALPS
ESTATES
1/2, NE 1/4, NW 1/4, NE 1/4, SE 1/4, S 30, T12N,
SEPTIC TANK REPLACEMENT
SITE PLAN
FLATTOP TECI INICAL SERVICES 1 INCH = 50 FEET
14530 EC110 CANYON ROAD DRAWN BY TFM
ANCIIORAGE, ALASKA 99516 MAY, 2009
NOTE: THIS IS NOT A SURVEYED PLAT.
ALL LOCATIONS SHOWN ARE APPROXIMATE.
TFfattop 7echnicafsen icu
14530 Echo Canyon R99.X nchomge, -AX 99516
"one (907) 345-1355
E %, NE Y., NW %., NE %., SE Y., Sec. 30, T12N, R2W, S.M.
10368 Meadow Road, Glen Alps
Septic Tank Replacement
Specifications
1.0 General:
1.1 The scope of the project consists of abandoning a collapsed 1000 -gallon steel septic tank and
replacing it with a new approved 1000 -gallon steel septic tank located as shown on the site plan.
1.2 Construction shall be as depicted on the approved site plan. Minor deviations from these
drawings may be allowed or required by the engineer conducting the inspections. All construction
procedures and material specifications shall conform to Municipal and State requirements.
1.3 The installer shall be responsible to obtain any necessary utility locates, and to work around
any buried utilities.
1.4 The installer shall provide adequate cover material and rough grading over the tank to ensure
that proper drainage is achieved after settlement and that there are no residual depressions.
1.5 The homeowner shall be responsible for finish grading after the soil is compacted, as well as
placement of topsoil and reseeding all areas disturbed by the construction.
2.0 Septic Tank:
2.1 The existing 1000 -gallon steel septic tank must be properly abandoned by thoroughly
pumping, removing the top and backfilling with soil.
2.2 The new 1000 -gallon steel, 2 compartment septic tank shall be Municipally approved and
shall be set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole
cover and a 4" cleanout. If the tank is buried less than 4 feet it shall be insulated with 2 inches of rigid
insulation plus 2 feet of soil cover. Particular care shall be taken to ensure that the new tank achieves
the required 100 -foot separation from the well.
2.3 The existing waste line from the residence shall have a double cleanout installed upstream
of the tank at the point of connection to the new line. A double cleanout shall also be installed in the
discharge line within 5 feet of the tank prior to the point of connection with the existing soil absorption
trench.
3.0 Inspections:
3.1 A total of 3 engineering inspections will be required during the course of the project: (1)
initial discussion with the contractor to finalize the location of the tank and construction procedures, (2)
after the tank is set level and piping connected but prior to backfill, and (3) after rough backfill and
grading is complete. The installer shall coordinate the timing of the inspections with the engineer
sufficiently far in advance to ensure the availability of the engineer.
A-, ` 1%
GRE,ER ER ANCHORAGE AREA BOk ,UGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPOR'r ON-SITE SEWAGE DISPOSAL SYSTEM
NAME - L MAILING ADDRESSe
PHONE
LOCATION
LEGAL DESCRIPTION
SEPTICTANK: `l��ui GLG
DISTANCEe7'50 I,� NUMBER OF
FROM WELL �- MANUFACTURER, MATERIAL�� _-COMPARTMENTS
INSIDE LENGTH-- _ INSIDE WIDTH LIQUID DEPTH - LIQUID CAPACITYMn.)GALLONS.
TILE DRAIN FIELD
I TOTAL LENGTH �� F
DISTANCE FROM WELL
/J�_FOUNDATION-._--NEAREST A��AV)
LOT LINE �CT ___OF LINES<
NUMBER OF LINES--. [_..- DISTANCE BETWEEN LINES /) t -TRENCH WIDTH N. TOTAL EFFECTIVE
J
4
_ r
ABSORPTION AREA -Lfr SQ. FT. LENGTH OF EACH LINE
DEPTH OF FILTER /
DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE_ kU..1ABOVE TILE �/_ IN.
WELL: �1
TYPE _C../! -.CONSTRUCTION--
BUILDING NEAREST NEAREST
FOUNDATION LOT LINE , SEWER LINE__—,
CESSPOOL OTHER SOURCES
APPROVED- --DISAPPROVED --. REMARKS ---
DISTANCES: --
INSTALLED BY:_,�--
r
SEWER LINE DEPTH: ��---
PIPE MATERIAL: -—
LOT SLOPE:
REMARKS.
F -.,m EQ -032
DEPTH
SEPTIC SEEPAGE:
TANK__ SYSTEM_
DIAGRAM
YSTEM-DIAGRAM OF SYSTEM
DATE _"-4— APPROV
G.A.A.B.
DISTANCE FROM:
r,
I.
v4��
wµ..4 GREATER ANCHORAGE AREA BOROUGH
a�u DEPARTMENT OF ENVIRONMENTAL QUALITY ` �I n PERMIT N
13330 "C" STREET ANCHORAGE, ALASKA 99503 V
y�r IIIJJJJ ��<(k TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT
NAME OF APPLICANT�� -'f`'/ MAILING ADDRESS
INSTALLATION LOCATION r
-11
LEGAL DESCRIPTION L'-9 �L
INSTALLATION OF: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVED
SEEPAGE PIT
C c 3 U A
Li 7G:;
i NJ
PHONE"_`
DRAIN FIELD OTHER .J-1LL�ii,
FINANCED THROUGH– -' TO BE INSTALLED BY –
SOIL TEST RESULTS 7z NOTE. THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
COMPLETION DATE ANTICIPATED Cl LJ P hY'NI S -�/ S C, /L�'
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL_ QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE
TYPE
MINIMUM DISTANCES. REOUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE PIT WAL
SEPTIC TANK ——. SEEPAGE PIT
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD .—
WATER MAIN TO SEPTIC TANK
DRAIN FIELD ---
SEPTIC TANK, . SEEPAGE PIT
TO RIVER. LAKE, STREAM.
SEEPAGE AREA SIZE
DRAIN FIELD
DRAIN FIELD
SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
SEEPAGE PIT
DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INFO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC 'TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
G.A.A.B.
OR
LICENSED DESIGNER
.e
TYPE
DIAGRAM OF SYSTEM
1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN
ACCORDANCE WITH SAID CODE.
DATE �� ^' APPLICANT'S SIGNATURE
�:-w,
In
o
i
)1
!
I
I-
j—I
I
1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN
ACCORDANCE WITH SAID CODE.
DATE �� ^' APPLICANT'S SIGNATURE
F41 & M C0NHULTANT9, 11VC.
August 16, 1976
Bob Bell
1.82 S. Klevin
Anchorage, Alaska
040 EA9T B'19T. AVE. - 00% 00-7
DIONTIL1
ANCHORAGE, AK.B BUM R.H. 807 £7B-0403 TL%. 0B0'£D3SO
R & M No. 656286
RE: Test Hole and Soil Log Report for Sanitary System
Glen Alps Subdivision; T12N, R2W, Sec. 30, E-2, NE -4,
NW -4, NE -4, SE -4.
Dear Mr. Bell:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This in-
vestigation was performed in accordance with your request of August 10,
1976, and those procedures outlined in a letter dated July 1.5, 1975, by
Mr. Rolf Strickland of the Muncipality of Anchorage Department of
Environmental Quality.
A single test hole was put down within the subject site area for the
purpose of defining general subsurface soil conditions for the proposed
sanitary system. Excavation was accomplished with an auger type drilling
rig and the test hole was extended to a total depth of 14.5 feet below
ground surface. Auger refusal on a boulder was encountered at total
depth. The final log prepared for the test hole has been included in
Drawing A-01.
Groundwater was not encountered in the test hole while drilling.
A percolation test was performed from a depth indicated and reflects
average infiltration from that depth to the bottom of the hole.
We appreciate being given this opportunity to be of service to you.
Should you have any questions with regard to the above, please do not
hesitate to contact us.
Very truly yours,
R & M CONSULTANTS,
James W. Rooney
Vice President
JWR/sc
INC.
xc: Municipality of Anchorage
ANCHORAGE FAIRBANKS JUNEAU
O T.H.1
I
1 I
I I
Existing
Septic
Tank
Test Hole locations are approximate
and have not been located by any
survey methods.
DWN� t'W off_
CKD: R&M C0N3ULTAIVTS' IIVC.
DAT E: 8-16-76
..
.v ..... ......�....,......... � ..
SCALE
T. H. 1
8-16-76
e'o
6
yotd
r.6
Gj
SANDY SILT
— — — --2.0'
SAND W/9.'RACE GRAVEL
TRACE TO SOME SILT
Loose, Dry, Brown
— — — — — 10.0'
SAND W/SOME GRAVEL
TRACE TO SOME SILT
Loose, Dry, Brown
T.D.
Auger Refusal (Boulder)
No Water Table
This log represents subsurface
soil conditions -within T12N,_
R2W, Sec. 30, E-2, NE -4, NW -4,
NE -4, SE -4
Robert Bell
Log of Test Hole
Anchorage, Alaska
P.B.
GRID
PROJ.N0.656286
DWG.NO. A-01
PERCOLATION TEST
•BOB BELL
R & M NO. 656286
0
T. H. 1
8-17-76
DROP IN INCHES
0
2.0
1.0
0.5
0.5
1.0
1.0
0.5
0.5
0.5
0.5
3.0
2.0
2.0
2.0
3.5'
3.0
3.0
26.5" Total Drop
= 2.3 min/inch
ELAPSED
TIME
TIME
INCHES
10:00
0
16.0
10:01
1
18.0
10:02
2
19.0
10:03
3
19.5
10:04
4
20.0
10:05
5
21.0
10:06
6
22.0
10:07
7
22.5
10:08
8
23.0
10:09
9
23.5
10:10
10
24.0
10:15
15
27.0
10:2.0
20
29.0
10:25
25
31.0
10:30
30
33.0
10:40
40
36.5
10:50
50
39.5
11:00
60
42.5
0
T. H. 1
8-17-76
DROP IN INCHES
0
2.0
1.0
0.5
0.5
1.0
1.0
0.5
0.5
0.5
0.5
3.0
2.0
2.0
2.0
3.5'
3.0
3.0
26.5" Total Drop
= 2.3 min/inch
6'e'; M'A
D6 C, S
DL Form 241
WATER WELL DRILLER LOG DO NOT FILL IN
s'T
8/66
LA
Drilling Co. __—
M -W Drilling, Inc._ Well No.
—
Permit No.
Driller
Jordan/Thompson --- Certificate No.
Area _
�-
N
Well Owner_ Mr. &
ilhrxu 7trd�t¢
Mrs.Les Burtner,, Use of Well Dom
------
Location (address of: Township, Range, Section, if known; or distance main
road Upper
HuffmanGvY4 /Vc
_ J.,;2 A/
Size of casing_ 6
__-�
Depth of Hold i zG /feet/feet Cased to 20 _feet
--
p
/S' 7 /
Static water level
� (a'bdiie)'(below) land surface. Finish of well (cheek one)
-.
open end ( X
—ft.
); Screen ( ); Perforated( ).
Describe screen
or perforation_— None
i
Well pumping test
at per. (tiouti) (minute) for hours with ft.
'
of drawdown from static level.
Was casing collar
sealed with cement grout— No --�
WELL LOG
_
Depth in feet from
Give details of formations penetrated, size of material, color,
ground surface
and hardness. _ ----_
O—TO 1�_-0
—
Weathered Bedrock: fractured -- —�
12 TO_6i
Bedrock: siltstone argillite —_--�
To 70 v
A/As fractured, viat<r flowing in fracture qone ---
70TO 1-5—
A/A --
---
_—TO e_
1.1CHORAGE_---_
UNICIPALIT :�n11,_11.1�1t'
ECP16W-'_.�`_
ENV 'ONM' NThL PR'J
IRO
TO
--TO---
----___ --
To
To
TO
TO
TO
TO
6'e'; M'A
D6 C, S