HomeMy WebLinkAboutUS SURVEY 3200 LT 9US Survey
3200
Lot 9
#090 - 041 -11
11 Municipality of Anchorage .,,
• Development Services Department :t►`3tirs'
- Building Safety Division �+• •
• •�
On-Site Water and Wastewater Program. 4700 Bragaw St.
P.O. Box 196650 Anchorage. AK 99519-6650 Page 1
www ci.anchorage ak us (907) 343.7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number gCO07009 ey . PID Number 090 - 019/ - 1/
of Z
HP'.
N m n Cy t-cc Don af,(
Wastewater System: ❑ New
r
Upgrade
AdYess WSJ /
11 to a /4“1-4 An R.( ,t 91i cc
ABSORPTION FIELD
nine Number of Bedroom,
6s-3 -7 2.11.
0 Deep Tro"ch fav Trarcr 0 BW 0 Morn . Own
LEGALDESCRIPTION
SW Sating
GP.
Depth lanai
TaD.aped
il.
Btxk Lo Swdmnon
, IA Sr 3ZOO
Depth to pipe bolos from original Wade
M Own Domain pipe
Ft
To nsnip Range Section
Fin added tOve pnpnal wade
Ft.
Well: Eli liter 0 New ■
Upgrade
Graveln Fn.
NumWr edict..
Dunce .n as
C,,L4.cahMntPri•ait A 8 Cl
Taal D.pth
FI.
Cased to
Fn
Taal ,ta.on alga
FI'
Pipe Material
0..3# ? y
Snag
Day DnI.d
Sum Waw Leven
Ft
unit
A- t.
Dau Instmed
6/x9/07
Yea I Pump Set at
GPIAI FI.
Casing Mort Above Gun
Ft
TANK
SEPARATION DISTANCES
13 Septic 0 Holding ■ S T E P. • Other
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
>ubhHPnvale
Sewer Line
"flock"'
MS elsO�Y� Tan k
Capacity
1oc.o Gal
Wen
l o y
love
-
-
7 t,s—
M.lalt&
S Fc c l
NumDal of Companmem,
2.
Suclace Wale.
7goo
7 toa
_
—
LIFT STATION
Lo Line
Eke
r. '
so
—
—
Sue
Gal
Muw(auwer
Fo.n-von
9li
chef
che
_
-
'Puny 0.1 u t t an
in
'Pomp of wee. at
n
Won water P m at
m
Clam Oran
—
—
—
Pump WOWS Moo&
electnc& mw.cnron$ penarrled by
Rumst_
IAA/ .1.ei74•c hes ie pesp..'y
BENCH MARK
a b cit., dos, Ccl per O. cot
al .
Location a Disainin/7v4
x3. !-1,.., o s to •-, e r l-ea siv Cid
_ . nwmea a..&.on
Corner 01- Aawir ;'
1 bad'
-, .
,r/, ,Engineer's
Inspections performed by: F(ce/3<op no, rid Dates: 1" 6 //9 /07-•
Stamp
trc:au/e4„
ett
e,?•i, ,...e,,G
0`; .. �' Y.,-''. '�e
Fe �. * 1
- F. MOORE
,*. CE 57.0Ff ••. . c
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Development Services Department Approval
Conditional Approval Date:
Reviewed and approved by: rW
2s�{. Date: H $
in. oil Get !
PERMIT NO: SW070094
PID NO: 090-041-11
SWING TIES
FROM: COR. "A" COR "B"
TO:
C.O. "C" 18.5' 30'
S.T. C.O. "D" 73.5' 78'
I S.T. C.O. "E" 79.5' 84'
DBL. C.O. "F" 82' 87'
PIT C.O. "G" 72' 81'
PAGE2OF2
C.O
TBM
R=100'
PLAN VIEW
SCALE: 1" = 30' --__
NEW 1000 -GALLON
SEPTIC TANK
v.,..
c. t
4" DIA.
D-3034
EXISTING
N
SEEPAGE PIT
•..a
onfrnet
•
: TiECJORE F. MOORE: 1'
• C[ 3529 /be
INV.
89.4'
A3' SOIL COVEIj.-
2" INSULATION
LIVIruln Fzrrrn7n
NEW 1000 -GALLON
SEPTIC TANK INV.
89.3'
PROFILE VIEW
SCALE: 1" = 5'
LOT 9, USS 3200, INDIAN, AK
SEPTIC TANK REPLACEMENT
AS -BUILT INSPECTION REPORT
FLATTOP TCCIINICAI. SERVICES
14530 ECI IO CANYON ROAD
ANCIIORAGE, ALASKA 99516
SCALE: AS NOTED
DRAWN BY TFM
j SEPTEMBER, 2007
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & 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: SW070094
Legal Description: US SURVEY 3200 LT 9
Design Engineer: 0019 FLATTOP TECHNICAL SERVICES
Owner Name: NANCY MCDONALD
Owner Address: 1120 E. HUFFMAN RD
ANCHORAGE , AK 99515-
l�
uo06‘
Date Issued: Jun 07, 2007
Expiration Date: Jun 06, 2008
Parcel ID: 090-041-11
Site Address:
Lot Size: SQ. FT.
Total Bedrooms: 1
Permit Bedrooms: 1
This permit is for the construction of:
❑ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well p 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 ).
g, 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.
5. The following special provisions.
- (EMERGENCY TANK REPLACEMENT) - SEPTIC TANK INSTALLATION MAYBE LOCATED NO LESS THAN
FIVE FEET FROM ANY PROPERTY LINE OR BUILDING FOUNDATION; TEN FEET FROM ANY WATER
SERVICE LINE; ONE HUNDRED FEET FROM ANY SURFACE WATER; AND ONE HUNDRED FEET FROM ANY
PRIVATE WELL; AND THE SEPARATION DISTANCES REQUIRED BY 18AAC72 FROM WATER SUPPLY
WELLS.
Received By: if -/e211"."‘ --
Date: 67 5/°7
Issued By: J �I �' Date: 011 tal
Parcel I.D.
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage. AK 99519-6650
www.muni.org/onsite
(907) 343-7904
ON-SITE SEPTIC/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
090 - O'O au
Property owner(s) �•
/'/c Donato'
Day phone 6S3-77.rt.
Mailing address It 20 E. H' »+an Re/ r'-' 8 62/ Zip Code 99C' IS'
Site address
Ch takwen, Lane, relcitan Zip Code
Legal description (Sub'd, Block & Lot) Lo f 9,
Gccf 3'too
Legal description (Township, Section & Range)
Lot Size Sq. Ft.
THIS APPLICATION IS FOR (®all that apply):
Absorption Field 0
Septic Tank
Holding Tank 0
Privy 0
Private Well 0
Water Storage ❑
Number of Bedrooms /
THIS APPLICATION 1S AN:
Initial
Upgrade
Renewal
P/.a.e E,yeoG/t
Co/lott;nry Tank
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:
Date of Payment:
Receipt Number:
(Rev. 11105)
if !o Sc
Waiver Fees:
Date of Payment:
9 s r z yrReceipt Number:
TED MOORE, P.E.
PHJFAX: (907)345-1355 ANCHORAGE, LK 99516
E Mail:
tgmoore@gcl.net
1. Icy-� -
iukr; 'OP-TEGHNICAL SERVICES •
CML & ENVIRONMENTAL ENGIN EERING • ENERGY CONSERVATION & ANALYSI;
14530 ECHO CANYON ROAD
M.O.A. DSD
P.O. Box 19-6650
Anchorage, AK 99519
Dear Sirs:
June 6, 2007
The purpose of this letter is to provide the required design narrative in support of our application
for a permit to replace a collapsing septic tank on Lot 9 of USS 3200, located on Chickweed Lane in
Indian, AK. A site plan and specifications are enclosed for your review.
Please give me a call at 345-1355 if you have any questions on this submittal.
Sincerely,
Ted Moore, P.E.
LOT 9, USS 3200
I
1
1
1 j
I
I ,
INSTALL NEW 1;
1000 -GALLON ,
SEPTIC TANK
15%
INSTALL
• I
INSTALL 1
DBL C.O.
CONNECT 1
INTO C.O.
RETAIN EXISTING
LOG CRIB SEEP PIT
ABANDON EXISTING
`--- 750 -GAL. SEPTIC TANK
••
• \p,
\ LOT 10B
WELL
HSE
15%
LOT 10A
rWELL
WELL--\
1
LOT 9, USS 3200, INDIAN: AK
SEPTIC TANK REPLACEN ENT
SITE PLAN
FLATTOP TECIIVICAL SERVICES 1 INCA =.".0 FRET
14530 ECI IO CANYON ROAD ' DRAWN BY TFM
ANCIIORAGE, ALASKA 99516 i JUNE, 2007
NOTE: THIS IS NOT A SURVEYED PLAT.
ALL LOCATIONS SHOWN ARE APPROXIMATE.
Thttop TechnicalServices
14530 Echo Canyon 4(paa Anchorage, )11C99516
(Phone (907) 345-1355
Lot 9, USS 3200
Chick -weed Lane, Indian, AK
Septic Tank Replacement
Specifications
1.0 General:
1.1 The scope of the project consists of abandoning a collapsing 750 -gallon steel septic tank and
replacing it with a new 1000 -gallon septic tank located as shown on the site plan.
1.2 Construction shall be as depicted on the approved site plan. Minor deviation; frorn these
drawings may be allowed or required by the engineer conducting the inspections. All ccnstructio
procedures and material specifications shall conform to Municipal and State requirements. All
separation distances shall be in conformance with Municipal requirements, unless specifically waived.
1.3 The installer shall be responsible to obtain any necessary utility locates, and to work Ground
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 septic tank must be properly abandoned by thoroughly pumping. removi rt; the
top and backfilling with soil.
2.2 The new 1000 -gallon, 2 compartment septic tank shall be Municipally approved aid shall be
set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and
a 4" cleanout. The tank shall be located a minimum of 100 feet from the existing well.
2.3 A cleanout shall be installed near the foundation at the point of connection to the existing
discharge line from the residence. A double cleanout shall be installed in the discharge line between the
new tank and the point of connection to the existing log crib seepage pit.
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 constructs on 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.
GREATER ANCHORAGE' AREA BOROUGH
Department of Environmental Qualitf,Rf ;TER ANCHORAGE AREA BO!! '%!I
3500 Tudor Road — Pouch 6-650 r its
Anc .orage, Alaska 99502 , "
N° 854
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME
/Ai /170(2,4,4,921)
MAILING ADDRESS E/ 3'71? /4r/
!.00ATION .--1-1401SWO ,17b
SEPTIC TANK:
LEGAL DESCRIPTION
PHONE
l 71 Y raz. VOCs
NUMBER OF
DISTANCE FROM WELL!� 6 -)E-` MATERIAL Sel=l COMPARTMENTS
,t
LIQUID CAPACITY GALLONS. INSIDE LENGTH INSIDE WIDTH
LIQUID
DEPTH
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS / / OUTSIDE DIAMETER OR WIDTH
� 6 r
I /' DISTANCE FROM WELL /to /etre- BUILDING FOUNDATION e�� r
LINING MATERIAL / ��X�'�
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) - ()��
LENGTH /3 DEPTH
NEAREST LOT LINE "C) 7/6
SQ FT
TILE DRAIN FIELD:
TOTAL LENGTH
DISTANCE FROM WELL FOUNDATION NEAREST LOT LINE OF LINES
NUMBER OF LINES // DISTANCE BETWEEN LINES TRENCH WIDTH IN TOTAL EF/
ABSORPTION AREA SQ FT LENGTH OF EACH LINE
DEPTH: TOP OF TILE TO FINISH GRADE
DEPTH OF FILTER MATERIAL BENEATH TILE IN ABOVE TILE
�/,,,, DISTANCE FROM WATER
•
WELL: TYPE I/�'��7GL1 DEPTH BUILDING FOUNDATION SAMPLE NEAREST
-- NEAREST _--" SEPTIC SEEPAGE
LOT LINE SEWER LINE TANK SYSTEM CESSPOOL SOURCES_
OTHER
DISTANCES:
DIAGRAM OF SYSTEM
40_x'
3 •
t
i.
4-63
DATE
9H/
APPROVED
1
7•142
HEAL AUIHORIIY
GREt.: ER ANCHORAGE AREA BOROUGH
‘r: DEPARTMENT OF ENVIRONMENTAL QUALITY
eIVI 3500 TUDOR ROAD POUCH 6650
• T { V
)\ +
` * \ 2 ANCHORAGE. ALASKA 99502
J`{4�
TELEPHONE 279.6686
V � ;
/ .. C " SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT
PERMIT NO -----
NAME OF APPLICANT
77h me;Pfrnahe
INSTALLATION LOCATION �YLG I(1 /t.n ;e0 Q
MAILING ADDRESS 2# ✓ /72
441Un
PHONE
LEGAL DESCRIPTION L —I I%4Ahatikti v 200
I
INSTALLATION OF: SEPTIC TANK /\ SEEPAGE PIT
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH
('0sy'0 BE INSTALLED BY
SOIL TEST RESULTS �"•"-'
COMPLETION DATE ANTICIPATED
DRAIN FIELD� OTHER
req a t Y
) C�Lt -P2
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINIAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTI TANK SIZE
-1S-0
TYPE
MINIMUM DISTANCES, REQUIREMENTS
'
FOUNDATION TO SEPTIC TANK j
01
tviivitA
SEEPAGE AREA SIZE
FOUNDATION TO SEEPAGE PIT DRAIN FIELD
/
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK SEEPAGE7PIT Q DRAIN FIELD
'/'
WELL TO gEPTIC TANK ✓O / SEEPAGE PIT /00 I
TO NEAREST LOT LINE.
DRAIN FIELD ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TANK SEEPAGE PIT
DRAIN FIELD
SEPTIC TANK,
5-00 SEEPAGE PIT
/00'
, DRAIN FIELD
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO 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.
HEALTH AUTHORITY
OR
LICENSED DESIGNER
DIAGRAM OF SYSTEM
1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 25-68 AND THAT THE ABOVE
DESC- 8n S»^TEM IS IN ACCORDANCE WITH SAID CODE.
DAT - G ( [ APPLICANTS SIGNATUR
8 M1.Tr' n.,cpnr (;E iR1
M tl -N i nt1,7 5 _i 1 [ LASE
DF�i.,Ki" E�tT OF _ ,1.IR_., li �;�..
3500 TUDOR ROAD
ANCHORAGE, ALASKA 99502
1-$emII4e11% exc.
Performed For Tim 1&1 C0 en, alpt Date Performed_ $-28.7_
Legal Descrir.tion: Lot Cj 81och. Subdivision 0$3_3200
Percolation Test
This Form Reports Soils Logy
Depth
Feet
1
2
3
5
E.
7
8
9
10
%r
s•
-1/
i
4'
./
r1 s
.1*
Soil Characteristics
77.psed O–I'Gi - avera9e�
St Hy Sanely Gran/ rakes From 6"he+gee
Graft/fry Sawd to/s):/f.
sW -SM (in')
Was Ground Water Encountered? NO
If Yes, At what Depth?
F
Date
1
1
Net Time
ly5;L Fr
Depth to H2O
-Staple— -
: gam
rZt
1 r�
I
Net Drop'
L–
-----
:. s
G' .t
L
_=
/ 40
: 6'ra ver
�j�j,
144.tG.
g
I
15_011 descriA
y���
�v ; Crewe
14/J22‘
i
•
L ✓•max
••e
4
-{
H
i
r'
!
I 1,
i i I 1
i.
,
I
.
i
Reading
Date
Gross Time
me IweJ
Net Time
ly5;L Fr
Depth to H2O
-Staple— -
: gam
rZt
1 r�
I
Net Drop'
L–
-----
:. s
o
/ 40
: 6'ra ver
_1—
g
I
15_011 descriA
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14/J22‘
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Percolation Rate Minute
Proposed Installation: SE'q-tidcle Pit Prain Field
Depth of Inlet Depth To Bottom Of Pit; (ir Trench
CDMIr1ENTS: 187 s7 Wher,l eery{ --- — -
Test Performed By_y4
Data Certified Ry:
Date:
Cts