HomeMy WebLinkAboutTUSTAMENA TERRACE LT 4Attt4intµA
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'r Municipality of Anchorage �°'
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Development Services Department
j Building Safety Division
On -Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page
www.cLanchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: Stu 03 01 y8 PID Number: 017 -381-S,3
2'
1 of 2
Nam. Id af) got /lie,-rh ¢e r-
Wastewater System:
New ❑ Upgrade
Address
7G5"1 Miranda lir, Roach 79S07
ABSORPTION FIELD
•
phone3 y N - 2 7 8 n� Numbs d Bedrooms 3
tit Deep Trench 0 Shallow Trends 0 Bed O Mound 0 Other
LEGAL DESCRIPTION
Soil Rating'
O•& once
Total Depth from original grade
7.O Ft.
Bwrx 1.01 Subdivision:
— `IA 114.riccmenen Te rract'
Depth to pipe bottom from original grade
2.5• FI.
Gravel depth beneath pipe
y•$ Ft
Township Range Section
Fil added above original grade,
i• C, FI.
Gravel Length:
5 e' 't les, s Po' Ft.
Well: Neat 11 ❑ New ❑ Upgrade
P9
G'v'I vndlh
2. S Ft.
Number of lines
2
Distance between lines
11 Ft
Classiaceton (Private. A B. C)
Total Depth
FI.
Cased to
Fl
Total absorption area
�j
U l 0 rit
Pipe Matenal. F.6(0 et Inc
p •3o rY Non. PC'll
Drawn
Date Dolled:
Static Water Level
Ft
Instal"r i•
Date Installed: to
/3 /03
Yield I Pump Sat at
GPM FI.
Casing Heide Above Ground:TAN
FL
K
SEPARATION DISTANCES
® Septic • Holding 0 S.T.E.P. ■ Other:
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
Public Private
Sewer Line
1Aara'faa" °r , -
iF"CrI z4C Ta n1
Capacity
%000 Gal
r
Well
71t=to'
> ICG'
..
-.
? 24 I
Matenat t/
SI -Pe/
Number of Compartments
2
Surface Wafer
> tvo'
(C0'
-
-
LIFT STATION 141.,4;
Lot Line
60 •
1 0 •
-•.
-
Size,
Gal
Manufacturer
funo on
> [' •
•7
v 1
.•
r
'Pump on' level at
in
'Pump or level at.
at
High water alarm at
in
Cuna.n Dram
..
—
ww
—
Pump Maks 8 Model
Eleclnwl Inspections performed by
1Remar.'
belt 4 bVI. .lrtsunaa/ttc�.a nal.
BENCH MARK
,n ocf/-snit otF septic ,nrf,all«Aon.
Location and oesatpuan p
Top CPA r>SQr• at /ira'�%esl-y PC
Ge'/ bc.nlp in ��uc/1urje line
FN3SYloge.:ion
pop /Go.°Ft
r/,n/ifin/ of "8" on��p
t7e/w een u/!pl•- g• /caw,er , rcnc4ar
Engineer's Stamp
Inspections performed by: Flakier Tec4 Ste[ Dates: 1dt 10 ( 2./03
r of
1%7,4.: V ,41,;`,.7f•, e7
j ' J 49TH ,v,
2nd lO/Z/c 3
it
2•..
Developmen
Reviewed and approved by:
Services Department Approval
Date: fill (J7
••••• ••• F. �, .THEODORE F. 1LSOORE
,0,4•,.e -•e CF - 3589 : ,r,;'!'
1R. 1:00)
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PERMIT NO: SW030148
PID NO: 017-381-53
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„••, C� - 3589 •..:,,r7'
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LOT 4A
TUSTAMENA TERRACE S!D
1000 -GALLON
SEPTIC TANK
PAGE2OF2
PROP. WELL SITE
•
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IMO
MOO
•
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"D""C"
40'+50' OF SOIL ABS. TRENCH
w. 4.5' GRAVEL BELOW PIPE
PLAN VIEW
SCALE: 1" = 30'
SWING TIES
A
N
FROM: COR. "A" COR. "B"
TO:
S.T. C.O. "C" 111' 70'
S.T. C.O. "D" 106' 65'
DBL. C.O. "E" 103' 63'
TR. C.O. "F" 64' 61.5'
TR. M.T. "G" 66.5' 35.5'
TR. C.O. "H" 74' 13'
TR. C.O. "I" 52' 65.5'
TR. M.T. ".1" 51' 43.5'
TR. C.O. "K" 55' 28'
NAKNEK LANE
3' SOIL
COVER
BOT. 40' LON"*
TR ELEV. 92.7'
BOT. T.H. #1
ELEV. 82.7'
M.T. DRY 5/5/03
BOT. 50' LONG
TR. ELEV. 94.8'
CROSS-SECTION
NOT TO SCALE
INV.
106.9'
LOT 4A, TUSTAMINA TERRACE S!D
SEPTIC SYSTEM INSTALLATION
AS -BUILT INSPECTION REPORT
0
FLATTOP TECHNICAL SERVICES I SCALE: AS NOTED
14530 ECIIO STREET I DRAWN BY TFM
ANCIIORAGE, ALASKA 99516 I OCTOBER, 2003
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#026. 0 SPY,: 4
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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 / WATER SUPPLY PERMIT
Initial
Permit Number: SW030148
Legal Description: TUSTAMENA TERRACE LT 4A
Design Engineer. 0019 Flattop Technical Services
Owner Name: DAN VANDERMEER
Owner Address: 905 MULDOON RD LOT A-35
ANCHORAGE , AK 99504-2068
Date Issued: May 23, 2003
Expiration Date: May 22, 2004
Parcel ID: 017-381-53
Site Address:
Lot Size: 27896 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
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 By: z_ �`(� e��-����� Date: 51°%10?
�) �, ti � /23/03
Issued By: �U�'� Date:
v •
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 1 ` 73% 1
Permit Number SW 030/48
Property owner(s) p*r Mari Day phone 3 `/y-2768
Mailing address (1) 7atr Krran o(c. Dr'.
Mailing address (2) A-- cAof-c c A -k Zip Code 99A-07
Legal description (Lot, Block & Sub'd.) L.of 01, 1 s7 M ens 1t -
Legal description (Section,�]Township & Range)
Lot Size a1, O i tD Acres/Sq.Ft. Number of Bedrooms 3
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
❑ Well Only
® Water Storage
Jacuzzi
Water Softening Unit
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 Fees: 47.5-40
Waiver Fees:
Date of Payment: g'/ 09/ 03 Date of Payment:
Receipt Number: 35-6/9
(Rev. 12/00)
Receipt Number:
CIVIL & ENVIRONMENTAL ENCIIVEERING • ENERGY CONSERVATION & ANALYSIS
THEODORE F. MOORE, P.E.
PH: (907) 345.1355
May 18, 2003
M.O.A. DSD
P.O. Box 19-6650 .
Anchorage, AK 99519
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
Dear Sirs:
The purpose of this letter is to provide the required design narrative in support of our application for
a permit to construct wastewater disposal facilities on Lot 4A, Tustamena Terrace S/D, located on
Naknek Lane. Soils logs, pert test results, a site plan, design drawings and specifications are enclosed
for your review.
The proposed system will be constructed in the vicinity of test hole # 1. As can be seen from the soil
log, the native material between 3.5' and 7' below ground level is a somewhat silty sand with a
measured perc rate of 3 minutes per inch. The underlying silt is not impermeable as evidenced by the
lack of any observed groundwater seepage. Despite the relatively rapid measured perc rate, this design
is based on 0.8 gpd/sq. ft. Using this soil application rate, the proposed 3 -bedroom residence requires a
total absorption area of (3 x 150)/0.8 = 562.5 square feet. The proposed design consisting of two 45 -
foot long parallel trenches with 3.5' effective gravel (4.5' total beneath the distribution pipe) has a total
effective absorption area of 630 square feet.
The topography of the lot in the area of proposed construction slopes down towards the west at
approximately 20%.
The proposed project will have no significant impact on present or future water supply and
wastewater disposal systems serving adjacent properties, nor will it have any significant impact on
reserved space -surface and subsurface, or on drainage.
Please give me a call at 345-1355 if you have any questions on this submittal.
Sincerely,
Ted Moore, P.E.
•
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LOT 6 `, ` •
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TRACT A-1
•
— T. ,
• • ACANT `
WELL ,
. •• R 100' ; `•
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:
,
LOT 15A
TUSTAMENA
TERRACE
i •
•
•R 100' WELL SITE
V C
LOT 4A
INSTALL TUSTAMENA TERRACE S1D
1000 -GALLON �
SEPTIC TANK
31'
er#2 s•
T.H. REPLACEMENT TRENCHES
#1 CONSTRUCT
2 PARALLEL 45 -FOOT LONG
----------- _SOIL ABS. TRENCHES WITH
3.5' EFFECTIVE GRAVEL
(5.0' TOTAL GRAVEL)
(NO WELLS \
WITHIN 100 FEET),
ss
r
NAJ(NEK I LANE
LOT 1
LA FORET S/D
SEPTIC
OFA A�
�.. 1.
l __ 7 ,L. �'
gR -�'.' • t. "--
•...--`‘ T
te
xf
•,• -LTtiEODORt F. LIOORE j :—
,i)4
, .'. •. CE - 3589 G3
LOT 8
LA FORET SID
LOT 4A, TUSTAMENA TERRACE SID
WELL AND SEPTIC SYSTEM
SITE PLAN
FLATTOP TECHNICAL SERVICES
14530 ECHO STREET
ANCHORAGE, ALASKA 99516
1 INCH = 50 FEET
DRAWN BY TFM
MAY, 2003
NOTE: THIS IS NOT A SURVEYED PLAT.
ALL LOCATIONS SHOWN ARE APPROXIMATE.
4" D-3034 FROM HOUSE
1000 -GALLON
SEPTIC TANK
DOUBLE C.O.
-} 14
4" DIA. F-810 PERF. PIPE
45
„ A „
CLEANOUT
MONITOR TUBE
MOUND BACKFILL 6"
ORIGINAL GROUND
5
4.5
Ns
FILTER FABRIC
" DIA. PERF. PIP
1/2" - 2 1/2" GRAVEL
BOTTOM OF EXC.
CROSS-SECTION "A - A"
SCALE: 1" = 5'
PLAN VIEW
SCALE: 1" = 10'
45 -FOOT LONG
SOIL ABS. TRENCH
W. 4.5' GRAVEL
BELOW DIST. PIPE
•.•••••i'i
••,.�'•,',
+!;;' V j• 1. ••i• _
•• 'y1.
'' . THEODORE F. MOORE
le •• CE -3589
LOT 4A, TUSTAMENA TERRACE S/D
SEPTIC SYSTEM INSTALLATION
PLAN AND CROSS-SECTION
FLATTOP TECIINICAL SERVICES
14530 ECHO STREET
ANCHORAGE. AK, 99516
SCALE: AS SHOWN
DRAWN BY: TEM
MAY, 2003
. +•
TEST HOLE # 1
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG — PERCOLATION TEST
LEGAL DESCRIPTION: _Lot4A,..Iustamena.Terrace S/D
DATE PERFORMED: _April.28,.2003
PERFORMED FOR: _Dart Vandermeer
DEPTH
(feet)
1—
OL Organic fill material
Pt. Original ground surface
SM Somewhat silty sand
ML Gray silt
Dense, cohesive
Gradually looser w. depth
SP/SM Fine sand
Clean, brown
B.H.
SLOPE
0%
Depth to Groundwater
Date
_No groundwater
Monitor tube dry
�,.OF 114":it
,<,� .taut
.1:. meq{•......• ,
• �yi
A Y."
7 .. "d :T •
0
t''"%•� KITH
f' 1`I • ttrI�a V • 'iC
7: �i� v '-';--
•
THEODORE F. MOORE j?
.•'•,• CE - 3589 •. "r
•
SITE PLAN
April 28, 2003
May 5,_2003 SLOPE
...... .. 20%.....
Date
Reading
Clock
Time
Net Time
(minutes)
Percometer
Reading
Net Drop
(inches)
4/28_,_12"Presoak
_3t
12" resoak
31
Add water & start
12:11:45
12:21:4510
27
#1
22 3/8
4 518
Add water
12:22:10
27
#2
12:32:10 10
221 /2
41/2
Add water
12:32:45 271/4
#3
12:42:35 10 22._13/16
47/16
PERCOLATION RATE 3 (minutes/inch) PERC HOLE DIAMETER _§
TEST RUN BETWEEN 4.5 FT AND 5.0 FT
COMMENTS: Despite rapid measuredperc rate recommend sizing trench based on 0,8_gpd/sq. ft.
PERFORMED BY FLATTOP TECHNICAL SERVICES. Iti /� Ltc,,� CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: S / 1 s r 0_2
TEST HOLE # 2
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: _Lot4A,lustamenaTerrace S/D
DATE PERFORMED: _ Aprii 28.2003
PERFORMED FOR: __DarLVandermeer
DEPTH
(feet)
1-
4-
5
6
19
20'j
Pt.
SM Sandy loam
ML Gray silt
Dense, cohesive
MUSM Sandy silt
Sandier than above
B.H.
SLOPE
fit.gt
1.11
Irw •• "h
gy
7 `'4
THEODORE F. AMORE
CE - 3539
Depth to Groundwater
_No.groundwater
Monitor tube dry
Date
April 28, 2003
May 5, 2003 LOPE
• 20%
Date
Reading
Clock
Time
Net Time
(minutes)
Percometer i Net Drop
Reading (inches)
—.�
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
COMMENTS: Noperc_testconducted. SMstratum appears less suitable here than in TH#1.
PERFORMED BY FLATTOP TECHNICAL SERVICES. I �s�
.•t_ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: -r / /14 / O32
.•
gfattop (Technical Services
14530 Echo Street, Anchorage, )11C 99516
(Phone (907) 345-1355
Lot 4A, Tustamena Terrace S/D
Naknek Lane
Wastewater disposal system installation
Specifications
1.0 General:
1.1 The scope of the project consists of installation of a 1000 -gallon septic tank that discharges into
two parallel soil absorption trenches containing a total of 5 feet of sewer gravel.
1.2 Construction shall be as depicted on the approved site plan and design drawings. 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. All separation distances shall be in conformance with Municipal requirements, unless
specifically waived.
1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around
any buried utilities.
1.4 The contractor shall provide adequate cover material and rough grading over all system
components to ensure that proper drainage is achieved after settlement and that there are no residual
depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas.
1.5 Unless specifically agreed otherwise, 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 new 1000 -gallon, 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 approved burial
type, rigid insulation.
2.2 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The
waste line from the residence to the septic tank shall have a minimum slope of 1/4"' per foot, and the
waste line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot.
A cleanout shall be installed 1 - 4 feet from the building foundation, and a double cleanout shall be
installed within 5 feet downstream of the septic tank.
.,•
3.0 Soil absorption system:
3.1 The soil absorption system shall be constructed by excavating 2 parallel 45 -foot long trenches to
a depth of approximately 8 feet (as measured in the vicinity of T.H. #1). The long axis of the excavation
shall parallel an existing contour. Since varying amounts of fill have been placed on the lot, the
contractor should first excavate to determine the fill depths at the ends of the trenches, and then align
the trench axes to achieve a final depth of Sfeet below the original ground surface.
3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked
to allow proper infiltration. Sand for leveling or serving as filter material shall comply with Municipal
specifications.
3.3 A total of 5.0 feet of approved sewer gravel shall be placed in the bottom of the excavation with
the perforated distribution pipes laid level such that the pipe inverts are no less than 4.5 feet above the
bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing
the #200 sieve.
3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on
the design drawings. The portion of the monitor tube extending through the sewer gravel shall be
perforated.
3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. A
minimum of 2 feet of soil cover is to be placed over the filter fabric. If the soil cover thickness is Tess
than 3 feet, two inches of rigid, burial type insulation is to be placed over the entire top surface of the
gravel, in addition to the filter fabric.
3.6 The top surface of the cover material shall be raised a minimum of 6 inches higher than the
surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill
slopes shall be no steeper than 3:1.
3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have
the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and
seed to promote rapid revegetation of all areas disturbed by the construction.
4.0 Inspections:
4.1 A minimum of 4 engineering inspections will be required during the course of the project: (1)
initial stakeout with the contractor to establish the location of the system and to discuss the plans,
specifications and construction procedures, (2) after the native material has been excavated to expose the
infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test
information, (3) after the sewer gravel is in place and the distribution pipes have been laid and connected
up to the septic tank, but prior to placement of insulation or filter fabric, and (4) after rough backfill and
grading is complete. The septic tank requires one inspection after it is set level and the piping
connected, but prior to backfill. This inspection may be incorporated with any of the above inspections.
4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in
advance to ensure the availability of the engineer.
OF ANCHORAGE
OF HEALTH & ENVIRONMENTAL PROTECTION
Environmental Health Division
CASE REVIEW WORKSHEET
-Th.MUNICIPALITY
DEPARTMENT
•(Ill
CASE NUMBER:
S-8114
DATE RECEIVED:
April 16, 1985
COMMENTS DUE BY:
May 10,
1985
SUBDIVISION OR PROJECT TITLE:
Lot 4A Tustamena Terrace Subdivision
aeAt cot- 37, r, I, 4-3141
JOT; 4.-5 %Lt5r e./y ferztentc
( ) PUBLIC WATER AVAILABLE ( ) PUBLIC SEWER AVAILABLE
( ) COMMUNITY WATER AVAILABLE 1i,gle
�NT' „tiltO.A_-eq '71-6.__V tat ZP
COMMENTS:
�2_ � _4:6
/(IJ-e—ea) ez—e /QO.CGLc Y/ yCU `
a vtz / _t_ AL-t-w
,, '-�2-'Cp_L p
s o
-c.-- ✓u -i-te, ,. p
ygps,�(.�e_c
9116 f 8 s ,a,„.,J2 orP fEa-4--.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG — PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
8
9
10
11
12
13
14
15
1G
17
18
— 19
20
Lor
ORyANtCS <0 L,
0 SOILS LOG •
❑ PERCOLATION
TEST
DATE PERFORMED: k- v3 -
most g•nEta
3-
ostArEta. Tn2+2t to
SLOPE
SA,.,°q s. . 3Re. s.l1 Ltt E
Y1. r•+.: iZ C TZA•IaS , U'W? (Mt,_)
E>19
COMMENTS c Q //<O(.
PERFORMED BY
72-008 (6/79)
-13
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?•
SITE PLAN
S
L
0
P
E
T
3
i
v-
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IP
Reading
VIO,t
Date
Gross
Time
Ne
Time( -t.,_11
Depth to
Water
Net
Drop V1-)
I— '3
1z:Lke
12'.Sb
1 e
Q0
•10
oe
Z
17 :53
1:03
. o
• t l
•8V
'CI
3
v0'1
t.t4
to
•92
..81
.os
y
t:ts
t:lc
t..
,.ot
.`S
,Olo
5-
�Tht'-3S
1 .25
to
.15-
95S
-Co
•b5
CO
PERCOLATION R
TEST RUN BETWE
t
1.41 tb
(minutes/inch)
5'J FT AND 7 • FT
Pi/AN j IVoiClZCc,1'T3-ti( CERTIFIED BY:
S8114MAY 131985
DATE:a
( c
(0 f c. 1.
S 8114 MAY 1 3 1985
ACCEPTANCE OF DEDICATION
24
The Municipality of Anchorage hereby accepts for public uses and
for public purposes the real property dedicated on this plat
including, but not limited to the easements, rights-of-way, alleys,
roadways, thoroughfares and parks shown hereon.
rin tor/ at d nrhnrann dlacka thic day of 19
NOTES:
!. Properly Zoned_
Purpose' cr ,o/al
fG Ctcr"ea✓, e.r
3 We// s srpfic /c be
ca si/e )n comp/fat;
TAX CERTIFICATION
All real property taxes levied 1
Anchorage on the area shown
paid.
Date Authc