HomeMy WebLinkAboutSAND LAKE #1 LT 13i
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Municipality of Anchorage Page I of a
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: sw g goatos PID Number: 01111104
Name:
eA2ff"g '1" AITHKVL- Wastewater System: ❑ New Il Upgrade
Address:
N73 (<" sem. Ame_goeA6E- Ak. l;9 -50t ABSORPTION FIELD
Phone:No. of Bedrooms: u
X19 - S-3 Sl 1 Ja Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other
LEGAL DESCRIPTION Soil Rating: Total Depth from original grade:
0•(�' GPD/So. Ft. 13"
Lot: I Block: Subdivision: I Depth to pipe bottom from original grade: Gravel depth beneath pipe
SAND LAKE# t i 1 Ft. &1
Ft.
Township: Range: Section: Fill added above original grade: Gravel length: �. (°' `t a '
cv I I Ft.
IOTA t '64 ' Ft.
WELL:EXIs-tINd 11 New ❑ Upgrade
Gravel width: I
Number of lines: Distance between lines:
Classification (Private, A, B,C): Total Depth: Cased To:
a' S Ft.
Total absorption area:
a I b ' Ft.
Pipe material: AS'rvv,
�{ QIVATE Ft. Ft.
loos SQ. Ft.
r,910 -D303
Driller: Date D ' Static Water Level:Installer:
Date installed:
Ft.
"TW' >FEV M-xe..
t0-t3-6kS
Yield:mp
Set at:
Casing Height Above Ground:
GPM
I Ft.
Ft.
TANK
SEPARATION
DISTANCES
IWSeptic ❑ Holding ❑ S.T.E.P.
To
Septic
Absorption
Lift
Holding
Public/Private
Manufacturer:
Capacity in gallons:
From
Tank
Field
Station
Tank
Sewer Lines
{�nlClivQAl-i�"'I%tNIS
la5o
Well-
loot
10-11
1
Material:
Number of Compartments:
Surface
Water
1
too a-
'+---
oo t
.�
--
LIFT STATION
Lot
Line
a S "
t0 t
'--
—
_
Size in gallons: Manufacturer:
Foundation
go I
0 "
`
"Pump on" level at:
"Pump off" level at: High water alarm at:
Curtain
Drain
NON
KtN
<J
Pump Make & M lectrical Inspections performed by:
Remarks: AM2
BENCH MARK
7
Location and Description:
20 s Tv 2.5- j44
sl>-"- v�Tsl o� RoNr
O LL
N�Atz �otr.I<r
Assumed Elevation:
100.0
Ft
ENGINEER'S SEAL
S & S ENGINEERING
Inspections performedgP34Eagle River Loop Road, No.�ObateS:lSt Io`Ia-9s
Eagle River, Alaska 995
2nd I�-13-Rs
Department of Healthya Hum ��rvllces approval
Reviewed and approved by, ���� - - Date
»_ma rao„ 0/041 eenn nC
:.�
Permit No. SW950265
Page
of 2
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 + Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Legal Description:
LOT 13, SAND LAKE #1
PID No01111104
2-013 A (Rev. 9/91) MOA 25
STI 99.5'
T2
FINAL G
E FINAL
G ADE
100.1'
99.5'
C04 MT
1 C06
MT
NEW
92.8
1250 GAL
92.6'
S.T.
91.9' SR
91.9'
5.9' 85.9'
♦ 81.0'
NO WATER FO
ND
EXISTI
G 4
8-18-95
HOUSE
A
B'
WELL IN
CRAWLSPACE
FCO
UNDER HOUS
FCO
--
—
C01
50'
55'
61 A
B
ABS 5
ERLINE
STI
81'
86'
D3034
ERLINE
>
RRI
P f
CO2
87'
93'
`n,
CO3
88'
94'
C04
95'
104'
COS
90'
91'
C06
107'
115'
C07
107'
107'
EW 1250
3 kL 001
LINE INSULATED
SEPTIC TA
FOU
FROM
DATION EXIT TO
MT2
106'
1105'
N
THIS
POINT.
c
rn
ST
co CO2 sT1
_
ENGINEEfl-S;S_
04_—
MTI_
C05
C06 _
MT2
C07
NEW ABSO
PTION
SCALE 1" = 40'
T
2-013 A (Rev. 9/91) MOA 25
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE Spm
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502 �3P
ANCHORAGE, ALASKA 99519-6650
v
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW950265 DATE ISSUED: 9/08/95
DESIGN ENGINEER:S & S ENGINEERING EXPIRATION DATE: 9/08/96
OWNER NAME:FAITHFUL CARLENE WELFELT
OWNER ADDRESS:4813 W 80TH AVE
ANCHORAGE, AK 99516
PARCEL ID:01111104
LEGAL DESCRIPTION:
SAND LAKE #1 LT 13
LOT SIZE: 22050 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
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:
CAUTION MUST BE EXERCISED NOT TO EXCEED THE MANUFACTURERS
MAXIMUM ALLOWED BURTAT. nFpmu ni- mv�mf o mn , a ,.
RECEIVED E
ISSUED BY:
DATE: Id qS-
DATE:
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOIL TEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ONSITE
WASTEWATER
DISPOSALSYSTEM
DESIGN
ROBERT C. COWAN, P.E.
ROBERTA. SHAFER, P.E.
August 24, 1995 CIVILENGINEERS
(907) 694-2979
FAX (907) 694-1211
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
P.O. Box 196650
Anchorage, AK. 99519
REFERENCE: Lot 13, Sand Lake #1
Request you issue a permit to upgrade the septic system
serving the tihre
5su bedroom house on the referenced property.
Also reques you issue a waiver for a separation distance
of 10 feet b ween the well and the sewer service line.
A test hole was excavated and a percolation test performed
in the area of the proposed upgrade. The approximate
location of the test hole is located on the attached site
plan.
At the time of excavation no water was encountered in the
test hole and after seven day ground water monitoring, the
monitoring tube was found to be dry.
Attached is the proposed upgrade design.
We do not anticipate any adverse effects on neighboring
wells, septic systems or drainage patterns by the
installation of the proposed septic system.
If you require additional information, please contact us.
Sincerely,
2iiz�
Robert C> Cowan, P.E.
RCC/gk
Enclosure
17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577
1" = 40' I SITE PLAN
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Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: Co4`h L 9`v JL F'4 ( 7- 14 a V L
LEGAL DESCRIPTION:Zo T l3 S
DEPTH
1 FEET)
( 0 A (j.4 N(C 1
I
.. .. :................ ,..'
ROBERT C. COWAN
•8 �A9
DATE PERFORME
Di -Nu¢ -%Township, Range, Section:
SLOPE
5 VfAy P"f-
5q.V0 ) Gac��y
T6/auNov 7—
COMMENTS
COMMENTS � X C-cq.r A- 740
SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT L
DEPTH? p
d E
Depth to Water After 2-4y
Monitoring) Date: (,
Reading Date
r
3
Net
Drop
4
�tY1/ I v 5
I-
6-
7 7
8 7;
9'
/r
10-
012
s 0
2LMiN '3/or 9
V8-
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—1-3_14
i O
14-
15
15
'
16-
6
17-
1718
18-
;19
jig
.. .. :................ ,..'
ROBERT C. COWAN
•8 �A9
DATE PERFORME
Di -Nu¢ -%Township, Range, Section:
SLOPE
5 VfAy P"f-
5q.V0 ) Gac��y
T6/auNov 7—
COMMENTS
COMMENTS � X C-cq.r A- 740
SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT L
DEPTH? p
d E
Depth to Water After 2-4y
Monitoring) Date: (,
Reading Date
Gross
Time
Net Depth to
Time Water
Net
Drop
#"SD qK
/Y,r
! 4
s 0
2LMiN '3/or 9
V8-
:0
i O
S�
PERCOLATION RATE /(0 (mmutesiinch) PERC HOLE DIAMETER
TEST RUN BETWEEN q FT AND /t FT
pY 7•wt'fJ 9X ,
PERFORMED BY: 'S & c ENGINEERING per■ fir^ g� I � `�� — CERTIFY THAT THIS TE/ST WAS PERFORMED IN
ACCORDANCE WlWA4L,�IAITE'AYff hW 19AtdGUT *AES IN EFFECT ON THIS DATE. DATE:
Eagle Rirer, Alaska 99577
72-008 (Rev. 4185)
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER&WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOILTEST
PERCOLATION
TEST
STRUCTURAL&
MECHANICAL
INSPECTIONS
ONSITE
WASTEWATER
DISPOSALSYSTEM
DESIGN
s&S�
lineeninG
ROBERT C. COWAN, P.E.
ROBERTA. SHAFER, P.E.
ON-SITE WASTEWATER DISPOSAL SYSTEM
CIVIL 94-297ERS
CONSTRUCTION PRACTICES FAX
X694-294-
FAX (907) 694-1211
and
MATERIAL SPECIFICATIONS
REFERENCE: Lot 13, Sank Lake #1
August 24, 1995
GENERAL:
1. The scope of this project includes the installation of
a 1250 gallon septic tank and two leachfield trenches
to serve the four bedroom residence located on the
referenced property. The existing septic tank is to
be excavated, pumped, crushed, and abandoned
completely. The existing leachfield crib is to be
excavated, pumped, crushed, and abandoned completely.
2. Construction shall be in accordance with the approved
site plan and design drawings, Municipal permit with
any special provisions or conditions, and all
applicable State and Municipal Wastewater Disposal
Regulations.
3. The contractor shall be responsible for obtaining any
necessary underground utility locates.
4. Unless specifically agreed otherwise, the property
owner shall be responsible for final grading areas
subsequently depressed from soil settling.
5. Contractors installing wastewater disposal systems
must be certified by the Municipal Health Department
for system installations. Owners installing their own
systems must also receive prior approval from the
Municipal Health Department.
SEPTIC TANK INSTALLATION:
1. A septic tank is to be constructed by a certified
septic tank manufacturer. Construction shall include
two 4" cleanouts for pumping access.
2. The septic tank shall be sufficiently bedded to
prevent settling or shifting of the tank.
3. All standpipes on the septic tank shall extend a
minimum of 12 inches above final grade.
17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577
Page Two
Lot 13, Sand Lake #1
August 24, 1995
4. Septic tanks installed with less than 4 ft. of cover shall
be insulated.
5. A foundation cleanout shall be installed one to four feet
from the building foundation. In the line between the tank
and the leachfield there shall be two adjacent cleanouts
(unless an effluent pumping system exists within the septic
tank). These cleanouts shall be located on undisturbed
soil not more than 10 ft. from the tank. The first
cleanout, in line, shall be to clean toward the leachfield.
The second cleanout shall be to clean toward the septic
tank.
6. Final grading over the septic tank shall be such that a
positive slope exists away from the septic tank.
ABSORPTION TRENCH/DRAINFIELD INSTALLATION:
1. Excavate the proposed trench to the dimensions shown on the
design. The bottom of the excavation shall be within 2
inches of level. If the sidewalls of the excavation become
smeared, they must be raked or scratched (ruffed -up) before
gravel (sewer rock) placement.
2. Once the gravel is installed, the distribution pipe is to
be installed level with the perforations faced downward.
Gravel is then to be placed over the distribution pipe to
provide a minimum of 2 inches of cover over the pipe.
3. A silt barrier must be installed between the final gravel
layer and the native soil backfill. Ensure the silt
barrier covers the entire gravel surface before placing
backfill.
4. Monitor tubes shall be of four (4) inch diameter,
installed approximately in the locations shown on the
design, and extend a minimum of 12 inches above final
grade. The portion of the monitoring tube extending
through the gravel shall be perforated from the bottom of
the trench to the invert of the distribution pipe. This is
equivalent to the effective depth of the gravel as noted on
the design.
Page Three
Lot 13, Sand Lake #1
August 24, 1995
5. Backfill over the final gravel layer must not be less than
twenty-four (24) inches. Insulation must be installed when
the backfill depth is less than thirty-six (36) inches.
The finish grade over the trench must be mounded to prevent
the formation of a depression after settling.
MINIMUM MATERIAL SPECIFICATIONS:
1. Any septic tank proposed for installation must be
constructed by a Municipally approved septic tank
manufacturer.
2. The following pipe materials are approved for use in septic
system installations in the Municipality of Anchorage:
Type of Pipe Perforated Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
Use of a type of pipe other than listed above must be
approved by the inspecting engineer.
3. Insulation shall be at least 2" thick extruded direct
burial polystyrene (Dow Chemical Company Styrofoam HI or
equal).
4. Septic tank inlets and outlets shall be fitted with
watertight couplings (Caulder, Fernco, or equal).
5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N,
or equal) must be installed between the final leachfield
gravel layer and the native soil backfill.
6. All leachfield gravel (sewer rock) shall be 0.5"-2.5"
screened gravel with less than 3% passing the #200 sieve.
7. When sand is being used as a filter material, its gradation
specifications must conform to current M.O.A. or D.E.C.
requirements.
Page Four
Lot 13, Sand Lake #1
August 24, 1995
INSPECTIONS:
Typically there will be a minimum of three (3) inspections
required during the installation of the wastewater disposal
system. These inspections will occur as follows:
1. The first inspection must be conducted after the
excavation of ditches, pits, trenches, or beds and
before the installation of any gravel. A septic tank
may be set in place, but may not be backfilled before
this inspection.
2. The second inspection must be conducted after the
placement of the silt barrier, gravel, distribution
lines, standpipes, cleanouts, and insulation, but
before the placement of any other backfill.
3. The final inspection is to occur upon final grading of
the property.
Often there will be more than these 3 inspections required.
Especially with the installation of multiple trenches, sand
filters, pressurized distribution systems, etc. Thus, the
inspecting engineer is to be contacted at least 24 hours prior
to the start of construction. If necessary, a pre -construction
meeting will take place on-site. The inspecting engineer will
not coordinate, direct or control in any way the contractors
activities.
The owner shall contract with the contractor to perform the work
outlined in these specifications and plans and in accordance
with the attached M.O.A. permit. There will be no contractual
arrangement existing between the contractor and S & S
Engineering. S & S Engineering shall be the owner's
representative and will inspect the work as stated above to
document the contractors activities. Final acceptance of the
contractors work rests with the owner and the M.O.A.
Page Five
Lot 13, Sand Lake #1
August 24, 1995
S & S Engineering shall have no liability to the owner or to
others for acts or omissions of the contractor or any other
persons performing work on this project or the failure of the
contractor to carry out the work in accordance with these
construction documents. S & S Engineering's inspecting engineer
will not be responsible for the construction means, methods,
techniques, sequence, procedures or the safety precautions
incident to this project.
CONTRACTOR/INSTALLER
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