HomeMy WebLinkAboutPIONEER ESTATES BLK 2 LT 1Pioneer
Estates
Block 2
Lot 1
(Permit never picked up)
#057 - 091-07
Municipality of Anchorage
•
Department
=
Development Services ,:_
Building Safety Division s =
t
= '
P
On -Site Water & Wastewater Program, 4700 South Bragaw St. s , ,
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1
On -Site Wastewater Disposal System and/or Well Inspection Report
SW030217 P10 Number 057-091-07
. ,
of 3
Permit Number.
Name:Wastewater
RICHARD BURTON
System: ■ New • Upgrade
Address:
PO BOX 221272, ANCHORAGE AK
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 244-0822 3
D Deep Trench O Shallow Trench ■ Bed O Mound OOther
LEGAL DESCRIPTION
soil Rating:
0.5GPD/Sq. Tt
Total Depth from original grod.:
3 (MAX) R
Block: Lot: Subdivision:
2 1 PIONEER ESTATES
Depth to pip. bottom from original grad.:
SEE DWG R
Gravel depth beneath pip.:
0.52 n.
Township:_Range: Section: —
—
above e:
Fla odd.d aboariglnal grade:
SEE DWG n.
length:
G
60 n.
WELL: • New 0 Upgrade
Cowl width:
15 FL
Number of lin..:
3
Distance between Ines:
5 R
CIo..ifM:ation (Privet.. AB.C): ,\Total
r'. �1v�
• • •
R
Cased To:
R
Total absorption area:
900 so. R
Pipe material:
D 3034/ F-810
Driller:
-)(N'')R
Doti Drilled:
Stade water Levi:
butoI4r.
AKWWC INC.
Dots kr.W '
6%26-30/2003
Yield.
CPM
Pump Set At:
R
Caving Height Above Ground:
R
TANK
SEPARATION DISTANCES
■Septic OHolding OS.T.E.P.
DOther
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
Publlc/PrIvots
sower un.,
ManufactuAerN
CHORAGE TANKIn
� � yaibro.1
000
Well
100'+
100'+
—
—
25'+
Malarial:
STEEL
Number of compartments:
2
Surface Water
100'+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
10'+
—
—
—
Six. In gallons:
Manufacturer.
Foundation
5'+
10'+
—
—
—
'Pump on level at.
'Pump off
at:
High water alarm at:
Pump Mob b
Doc -tricot Inspections
performed lows
Curtain Drain
NONE KNOWN
Remarks:
BENCH
MARK
Location and Description
BOTTOM OF TANK AT
ST1
M.um.d Elevation 92. R
ENGINEER'S SEAL
QOp6��0\ . ,, ,�
1
o '.
sees i ► uouo
Inspections performed by: AKWWC, INC. Dates: 1st 6/26/2003
4�°���
2nd 6/27/2003
1
3rd 6/30/2003
vn • . ffr
olti •
Development S rvices Department Approval
Reviewed and approved by: Date' 1241403
dpi ...
44 v
�O
953 ..�vvgt.o
rofessio�.
(Rev 12/0i)
40000Dppp
PERMIT NUMBER:
SW0302017
AS -BUILT DRAWING
PARCEL ID NUMBER:
057-091-07
LLI
z
Ld
8
C07
ST1
ST2
DBL1
DBL2
A
29.48
44.41
50.12
53.78
54.76
B
37.00
49.675
54.84
58.12
56.58
MT1
69.40
79.72
C01
71.66
81.86
CO2
76.49
86.04
CO3
80.66
89.75
MT2
81.52
90.58
MT3
66.34
60.27
C04
C05
C06
MT4
66.79
60.92
10' UTIUTY EASEMENT
EXISTING
3 BEDROOM
76.77 71.68 ` 1 A HOUSE
---O Bp
78.27 73.24
71.90
66.20
WELL
98.94 99.19
ALTERNATE SITE. WILL REQUIRE
THE USE OF AN ADVANTEX SYSTEM
C07
\
Ni
NEW 1000 CALLON
SEPTIC TANK
MT3
C04
C05
CO6
MT4
E.R. ENG.
TEST HOLE /2
MT1
CO1
CO2
CO3
MT2
R HOLE'
TEST I1-\
ALASKA WATER & WASTEWATER
.w..�..•M-
------ CONSULTANTS, INC. ---------...^-^--
3701 F TUDOR ROAD. SUITF 101 • ANCHORAGF. AK 00507 • PHONF (907)337.6170 • FAX (037)338.374h
DATE:
11/18/2003
DRAWN BY:
A.J.G.
SCALE:
1" = 30'
PREPARED FOR: PHONE NUMBER:
(907) 244-0822
RICHARD BURTON
PAGE NUMBER:
2 OF 3
LEGAL DESCRIPTION:
LOT 1, BLOCK 2; PIONEER ESTATES SUBDIVISION
TYPE OF WORK:
AS -BUILT DRAWING OF NEW SEPTIC SYSTEM
NEW DRAINFIELD
PERMIT NUMBER:
SW0302017
AS -BUILT DRAWING
PARCEL. ID NUMBER:
057-091-07
TOP OF TANK AT
FINAL GRADE =
100.40+
1 ST2
INLET = 97.23 r 1 TOP OF TANK AT
OUTLET = 97.42
INVERT OF BUNG
AT INLET =
96.84
BOTTOM OF SEPTIC TANK
IN ST1 1 92.35
INSULATION
INVERT OF BUNG
AT OUTLET =
96.57
ORIGINAL GRADE
=98.88
(HIGHEST
POINT)
FINAL GRADE=
100.00+ —\
FILTER FABRIC
INVERT OF PIPE=
96.40(AVG.)
`s f • �t•Oa*•• 'Lr:'1;ti !'e' 4,44 4 itt6"1.0r 59: j jr, }�414.411r. t%C•-.
'r��44 r t e Yrri�r • �:0-iklt�:Y:' r �r
it: _r 1.•s•syr:•s•s•:i �:.�.�••• �.�.ri:I%�. 0.•.�.�.Lstdi. •.* � �.tra.0si:�as�: 4:40.
4
BOTTOM OF BED
= 95.88(AVG.)
15 FEET WIDE
ALASKA WATER & WASTEWATER
• •�•--••�----w ^ CONSULTANTS,_ ---
370: E. TUDCR ROAD. SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338.32.6
DATE:
11/18/2003
DRAWN BY:
A.J.G.
SCALE:
1"=40'
PREPARED FOR: PHONE NUMBER:
RICHARD BURTON (907) 244-0822
PAGE NUMBER:
3 OF 3
LEGAL DESCRIPTION:
LOT 1, BLOCK 2; PIONEER ESTATES SUBDIVISION
TYPE OF WORK:
PROFILE AS—BUILT OF SEPTIC SYSTEM
RELATIVE
ELEVATION OF
GROUNDWATER=
90.88 —�
RELATIVE
ELEVATION OF
BOTTOM OF
TESTHOLE
=86.88
oQ�F moo.
•
44
G 'fi ' s.
E 953 \�(stellO
o
e 9iOn of
��6
d pr
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
Initial
Permit Number: SW030217
Legal DescriptionPIONEER ESTATES BLK''2 LT:::'1
Design Engineer: 0041 AK Water & Wastewater Consultanr
Owner Name: Richard Burton
Owner Address: PO Box 221272
Anchorage , AK 99522-0000
C.Prac ����✓
Go 2-1 1 Z 1AIDOK
(1.7_,A Len-,
Date Issued: Jun 24, 2003
Expiration Date: Jun 23, 2004
Parcel ID: 057-091-07
Site Address:
Lot Size: 103114 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
❑✓ Disposal Field Q 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:
Issued By:
cr>. eo-e
Date:
Date:
Parcel I.D.
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & 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
057-091-07 Permit Number 0 30 .2 / 7
Property owner(s) RICHARD BURTON Day phone 244-0822
Mailing address (1) P.O. BOX 221272 • ANCHORAGE. AK
Mailing address (2) Zip Code 99522
Legal description (Lot, Block & Sub'd.) LOT 1. BLOCK 2: PIONEER ESTATES SUBDIVISION
Legal description (Section, Township & Range) N/A
Lot Size Acres/Sq.Ft. Number of Bedrooms
3
THIS APPLICATION IS FOR:
Sewer Only 1 Well Only 0
Sewer and Well 0 Water Storage 0
Sewer Upgrade 0
THIS PROPERTY CONTAINS:
Hot Tub 0 Jacuzzi
Swimming Pool ❑ Water Softening Unit
Therapy Pool 0
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.
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
!1f M1.
Permit Fees: alo� • t 150 %550. - Waiver Fees'
Date of Payment: /24 /ODate of Payment:
Receipt Number: 31755'7 Receipt Number:
ALASKA WATER & WASTEWATER
June 24, 2003
CONSULTANTS, INC.
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed Septic System for Lot 1, Block 2; Pioneer Estates Subdivision
To whom it may concern:
The existing 3 bedroom house is served by an existing private well. A permit (#SW990314) was
issued in 1999 for a proposed septic system; but was never installed. Per the homeowners
request, we are designing a septic system around Eagle River Engineering's Test Hole #2 We are
proposing that a 1000 gallon septic tank and a bed type drainfield be installed. Comments
regarding the design are summarized as follows:
1. SOILS: See the attached logs from Eagle River Engineering which shows the soil
classifications, groundwater monitoring, and the percolation test results. It is our opinion that an
application rate of 0.50 gallons/day/ft2 should be used.
2. BED DESIGN:
a. Percolation Rate: 6.4 minutes/inch
b. Proposed Application Rate: 0.50 gallons/day/ft2
c. Number of Bedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 900 ft2
f. Total Depth: 3.0 feet (max.)
g. Effective Depth: 0.5
h. Width: 15 feet
i. Reduction Factor: N/A
j. Minimum Length: 60 feet total
k Effective absorption area = 900 ft2
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic
system.
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
4. TOPOGRAPHY: The area for the proposed drainfield is a 5± percent slope running
approximately north to south; in short, there are no slope concerns.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
NOTE: A site plan drawing, a design drawing, two soils logs, and a 7 page construction
specification letter which are all part of the design package for this septic system.
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507
Ph: (907) 337-6179Fax: (907) 338-3246 • Website: akwwc.com
PIONEER ESTATES S/0;
TRACT A.
6039
PIONEER ESTATES S/D:
LOT 1, BLOCK 1.
NO ENCROACHMENT CONCERNS
1
PIONEER ESTATES S/D:
LOT 2. BLOCK 1.
6039
-----
ROCHELLE AVENUE -_-_-_-_-_-_-_-_-__
1
•
•
•
ALTERNATE SITE
E.R. ENG.
TEST HOLE 12
EXISTING
3 BEDROOM
HOUSE
PIONEER ESTATES 5/0;
LOT 2. BLOCK 2.
TEST HOLE /1
PROPOSED SEPTIC SYSTEM
(SEE DESIGN, PAGE 2 OF 2)
C9
PIONEER ESTATES S/D;
LOT 10. BLOCK 2.
NO ENCROACHMENT CONCERNS
ALASKA WATER & WASTEWATER
CONSULTANT9�INC.
3701 F TUDOR ROAD. SOITF 101 • ANCHORACF. AK 00507 • PHONE (907)337.6170 • FAX (007)335.3)L6
PREPARED FOR
RICHARD BURTON
PHONE NUMBER:
244-0822
PIONEER ESTATES S/0;
LOT 9, BLOCK 2.
NO ENCROACHMENT CONCERNS
DATE:
6/24/2003
DRAWN BY:
J.L.M.
SCALE:
1" = 100'
PAGE NUMBER:
1 OF 2
LEGAL DESCRIPTION:
LOT 1, BLOCK 2; PIONEER ESTATES SUBDIVISION
TYPE OF WORK:
SITE PLAN FOR PROPOSED SEPTIC SYSTEM
w
LLJ
(I)
z
UTILITY EASEMENT
ROCHELLE AVENUE
N
PROPOSED 1000 GALLON
SEPTIC TANK
E.R. ENG.
TEST HOLE /2
ALTERNATE SITE. WILL REQUIRE
THE USE OF AN ADVANTEX SYSTEM
10' UTILITY EASEMENT
PROPOSED DRAINFIELD. EXCAVATE A BED
THAT IS 3 FEET DEEP MAXIMUM BY 15 FEET
WIDE BY 60 FEET LONG. ADD 0.5 FEET OF
CLEAN. WASHED SEWER DRAINROCK.
ALASKA. WATER & WASTEWATER
CONSULTANTS. INC.
3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6170 • FAX (907)331-3246
'co
CO
E.R. ENG.
TEST HOLE /1•--T
=�—INSTALL FOUNDATION
CLEANOUT
DATE:
6/24/2003
DRAWN BY:
J.L.M.
SCALE:
1" = 30'
PREPARED FOR:
RICHARD BURTON
PHONE NUMBER:
(907) 244-0822
PAGE NUMBER:
2OF2
LEGAL DESCRIPTION:
LOT 1, BLOCK 2; PIONEER ESTATES SUBDIVISION
TYPE OF WORK:
DESIGN OF PROPOSED SEPTIC SYSTEM
INSTALL DOUBLE
CLEANOUTS
0
re A. Gorne s.
C I —79 .•.app
CA
Prdles5lo�0 r
0�jg�00
•
PERFORMED FOR:.
THI
LEGAL DESCRIPTION:
Municipality d Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage. Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
j. / 1" .2.
�O,i,•ct,- er 3"'
(6')
/fir• �"' , d'1 0✓«
DATE PERFORMED: 114 -11
��-
Township. Range. Section:
SLOPE
1UM
111
NOM
1%%1l
IMMO
MOM
11111111
SIM
11111111
■I.■
SWIM
WAS GROUNO WATER
ENCOUNTERED?
IFY(ES.ATWHAT
DEPTH? •
Oepli Y ergot Met
testes?
SITE PLAN
11111111111111101111111111
11111111111111111111311111
1111IIiat
11/11111l1/a
111/1/'511111/
11�!!111�M!"11%
/1..�'!'!!�l1/�1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
S
0
P
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y_23-97
1...11.1■■
■■ i
111111111111111
COMMENTS
PERFORMED BY:
,,.......rc WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON TMIS DATE. DATE
PERCOLATION RATE ° (mnuthalincnt PERC HOLE DIAMETER
5— FT ANO .�
TEST RUN BETWEEN —
W re TH
FT
6"
CERTIFY THAT THIS TEST WAS PERFORMED IN
c�T �-,_S5
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 L. Street. Anchorage. Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
,e._t,"""11 a" ,•t.,.1
PERFORID FOR:
VI hofr«� Et +`t� //eelf
r/ 744
LEGAL DESCRIPTION: �
ro/r-./•
5 ••.
6- �0
7- O.
-
8-:0
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9
10
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12
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16-
rr'.
19 -
20 -
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• 0 Eryr ,
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COMMENTS
-e Rn 7'e S-1' /e.•4/ /J .< is. ow*N/i"i�H
PERFORMED BY• Feir
5
)d/( -/f
tired 7(. -
.� •�Y �.w...IN�4s►Bi,
/hJ.' (EN
ra{t 1.491.4»:...
I 1 .. 1..�.M.M»NN. M.it
•
♦•' Z Louis A. Buten
GATE PERFORMED: 8- 14—q
Township. Range. Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
IF YES. AT WHAT
DEPTH?
y6r "
a'
SITE PLAN
t
N
'tarty
L
S
r-
1 f
/+p
t.+/
77
-r
4-1
r•+a
s
L
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E
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r/2i. fie y_22-97
R..arna
Dem
•
Gros me
row
o.odh m
Water it
Not
Moo rod
SJ/y
1-/10-1l
$:Ji
3. `/s '
3
•
S: 417
7, vz
y
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7. c
/. 69"
6-
•
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•
- 3.Y4
.,
A
•
" 6.02-3.S7
ASA
7
6:/7
3.v6
PERCOLATION RATE 6' imnwtwl^u+) PERC HOLE DIAMETER
TEST RUN BETWEEN 3 FT ANO FT
oee...c1 77•60, 3'
6
I CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH AU.. STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
"VI AVM Io•04 Sincl .....
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On -Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SW000372
Legal Description: PIONEER ESTATES BLK 2 LT 1
Design Engineer: 0024 Eagle River Engineering Services
Owner Name: Richard Burton
Owner Address: PO Box 221272
Anchorage , AK 99522-0000
Date Issued: Sep 13, 2000
Expiration Date: Sep 13, 2001
Parcel ID: 057-091-07
Site Address:
Lot Size: 103114 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
E✓ Disposal Field Q Septic Tank fl Holding Tank ❑ Privy E 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 DHHS at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-4744 (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: Date:
Issued By: dS ate,l ,a 7 3 q?-
Date: 9- /5-00
Eagle River Engineering Services
Louis Butera, P.E.
P.O. Box 773294 (907) 694-5195 tel
Eagle River, Alt 99577-3294 (907) 694-3297 fax
August 26, 1999
Jim Cross, P.E.
Manager, On -Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Lot 1, Block 2, Pioneer Estates
Narrative & Permit Application
Dear Mr. Cross:
The proposed well and septic system will have very limited impact on adjacent properties for the
following reasons:
1. The surrounding Tots are large parcels, allowing sufficient room for septic sites.
2. Immediate neighboring septic systems are all +30' distance most lots are
undeveloped.
3. Reserve space is adequate, due to absorption capacity of the gravel soil in this
area.
4. Drainage will not be affected and is not a major consideration in our design.
This septic system will require a lift station to be located in the permeablersoilistrata located in
the 2-4.5 foot zone. The soil below this level has a percolation rate greater than 60 minutes per
inch. Water table is located well below the septic system bottom. The owner already has a new
1000 gallon septic tank onsite so we are designing based on a 500 gallon add on lift station.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\1999\99 -039 -NAR
Eagle River Engineering Services
Louis Butera, P.E.
P.O. Box 773294 (907) 694-5195 tel
Eagle River, AK 99577-3294 (907) 694-3297 fax
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: Lot 1 Block 2 Pioneer Estates
August 23, 1999
A. GENERAL
1. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of Health and State
Department of Environmental Conservation requirements.
4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer.
5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet
Municipality of Anchorage, Department of Environmental Conservation requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any
adjacent multi -family wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer
approval.
C. SEPTIC TANK
1. Septic tank construction shall be a minimum of 1250 gallon steel two compartment tank with lift station or a 1000
gallon septic tank with added 500 gallon lift station approved by the Municipality of Anchorage.
2. Septic tank is to be installed level on compacted base material.
3. All connections are to be made with caulder couplings.
C. BED
1. The bed is to follow the natural land contour to maintain uniform total depth of the bed bottom.
2. The bottom of the bed shall be level, plus or minus 1.5".
3. The total depth of the bed excavation is not to exceed 3.0', referencing the ground surface at the
uphill side, at any point.
4. The pressure effluent line within the bed shall be laid level.
•
5. The bed gravel isfo be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed
over the leachfield. Mound soil if necessary.
7. The area over the bed is to be finish graded to prevent ponding of surface water runoff.
8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any
Class "C" well, or 200 feet to any community well.
RECOMMENDED LEACHFTELD DIMENSIONS:
TOTAL DEPTH = 3.0' GRAVEL DEPTH = 0.5' under pipe, 2" over pipe
BED LENGTH = 60' BED WIDTH = 15'
SOIL RATING = 0.5 GPD/ft2 BEDROOM CAPACITY = 3
SEPTIC TANK = 1250 gallons minimum including lift station
Twenty-four (24) hours notice required for all inspections.
\1999\burton spec
L•31.37
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EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 773294
10421 VFW Drive
Eagle River, Alaska 88577
(DO7! 694-0106 FAX (9071 694-3297
WELL/SEPTIC SITE PLAN
OWNER: RICHARD BURTON
CONTRACTOR: LOT 1, BLOCK 2
PIONEER ESTATES
ERES Project Number: 99-039
CA00 File Name: 99-039
SCALE:
r • 60'
DATE:
8/16/99
Br:
SLJ
SHEET: /
I %I I
TEST HOLE
MONITOR TUBE
SEWER CLEAN OUT
WELL
EASEMENT
PROPOSED LEACH Kw
COSMIC LEACH FID -D
ELEVADON
NO SURFACE WATER
NO KNOWN CURTAIN DRAINS
0
PERFORMtD FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH 8 HUMAN SERVICES
825 'L" Street. Anchorage, Alaska 99502.0650
SOILS LOG — PERCOLATION TEST
/�..L..s! EM rt..J
TH I 4.et i
LEGAL DESCRIPTION: Er tebet
2
3
4
5
6
7
8
9
10
11
12
13
14
• 15
16
17
18
19
20
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trass•-••••••—r� r'
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DATE PERFORMED: 8— it/ —11
Township. Range, Section:
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COMMENTS
„...16.r....:79•••••• saw' .+C..4
SLOPE
WAS GROUND WATER
ENCOUNTERED? iter
IF YES. AT WHAT
DEPTH?
B.. Y Water
MmMeo?
v1
8 S -
22-97
3
L
O
P
E
SITE PLAN
4
N
RoFw
t
rvp
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Ted
H1
77
crs
Reeding
DemTom.
Not
Time
Donnr
War
Net
Drop .
CIA**
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S -7 r'E-
p ••
PERCOLATION RATE D (minutes/mug PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
7-beZ
6'
PERFORMED 8Y: 8,e r
CERTIFY THAT THIS TEST WAS PERFORMED IN
6'— cr) 7 — 5'7
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE
72-038 (Rev. u85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG - PERCOLATION TEST
PERFORM -ED FOR: /e 41L ..i✓ 2.. -t./.r
TNa /.or hoar .2_
LEGAL DESCRIPTION: R/i.eer Ef t °KJ Township, Range. Section:
I Mt."..W.••.w.M.I...M210I
•""w•-tM•.1.. N'
Loins A.Butera Jt '
S CE4738
it sir
ai• at
df j
DATE PERFORMED: 8- gr -91
rape se
(6.P- G on)
4../717, .0 /t
(6011
S.✓1y1•or.//•-4-f/
Pear t oet,
10
11
12
13
14
15
' 16
18
19
COMMENTS
far, Q/4. �K
SLOPE
WAS GROUND WATER
ENCOUNTERED? ler
IF YES. AT WHAT
DEPTH?
S
L
0
P
E
MOB "mrMar laraariagr0= of s - 2s-91
SITE PLAN
go
N[u
.1
4
N
s
A
/v0
4-1
.71
Th,
77
I
PERCOLATION RATE 6' . (mmuteeAnettl PERC HOLE DIAMETER
TEST RUN BETWEEN 2 FT AND t' FT
used Y'- ere,/ TO, 3'
6'
/rnre i+c IA r -t - /GK./ /J c Iia ... •��i.v.h'
PERFORMED BY. 6e r
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
72 -COL (Rev. •/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE e a27-577
Date
Time
TimGrote e
�rto
Death
Droop
Reeding
rime
1 -/M -!s
s:J1
2
.5%.,,,p3.vt'.5%.,,,p3.
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/al "
3
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•
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•6-x3
r 3.44 -
.
i
....
6a2
3. .5-9•/•St
"
7
6:?3
7.46
PERCOLATION RATE 6' . (mmuteeAnettl PERC HOLE DIAMETER
TEST RUN BETWEEN 2 FT AND t' FT
used Y'- ere,/ TO, 3'
6'
/rnre i+c IA r -t - /GK./ /J c Iia ... •��i.v.h'
PERFORMED BY. 6e r
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
72 -COL (Rev. •/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE e a27-577
SINGLE FAMILY ON-SITE WORKSHEET
ERES PROJECT NUMBER: 91039
LEGAL DESCRIPTION: Pioneer Estates LI. 82
NUMBER OF BEDROOMS: 3
WATER USE PER BEDROOM: 150
PERCOLATION RATE: 6
DEPTH TO GROUNDWATER: 11
DEPTH TO IMPERMEABLE LAYER: 13
ANTICIPATED DEPTH OF COVER: 2
MOUND OR BED SYSTEM
WASTEWATER APPLICATION RATE:
ABSORPTION AREA REQUIREMENT:
MINIMUM BED LENGTH
12 FEET WIDE BED
(15 FEET WIDE BED
TRENCH SYSTEM
CALCULATED BY: LB
GALLONS
MINUTES PER INCH
FEET
FEET
FEET
RECEIVED
AUG 30 1999
Municipality Dt Anchorage
Dept. Health & Human Services
USABLE SOIL STRATA
TOTAL USABLE DEPTH: 7
USABLE SOIL STRATA DEPTH: 5
0.5 GALISO.FT
900 SQ.FT '
WASTEWATER APPLICATION RATE:
ABSORPTION AREA REQUIREMENT:
SHALLOW TRENCH OPTIONS
5 FEET WIDE TRENCH
EFFECTIVE REQUIRED TRENCH
DEPTH (FT) LENGTH (FT)
96
2 79
2.5 72
3 66
3.5 61
4 56
DESIGN SPECIFICS
FIELD SYSTEM: e
GRAVEL DEPTH: 2.5
TRENCH OR BED WIDTH: 5
LENGTH: 72
TOTAL
EXCAVATION
DEPTH: 4.5 FEET
75 FEET
60 FEET 4- arm SycK^^
0.8 GALISO.FT
562.5 SQ.FT
DEEP TRENCH OPTIONS
3 FEET WIDE TRENCH
EFFECTIVE
DEPTH (FT)
4
4.5
5
5.5
6
7
8
9
10
REQUIRED TRENCH
LENGTH (FT)
70
63
56
NA
NA
NA
NA
NA
NA
(BiBED, S=SHALLOW TRENCH 8 D•DEEP TRENCH)
FEET
FEET
FEET
FFP-
•
NOTE: Application must be filled out completely
MUNICIPALITY OF ANCHORAGE O Via
ODenn--Si artma Sewer/Well Pe mit Appt of Health & Human lications US% — 691— Q
SINGLE FAMILY DWELLING Parcel Identification Number
Property Owner Name (I(Ld`�� n ems, V� Day Phone p 1 y .. z2
Mailing Address Pc f °X 2- 2. 272' Zip Code ql ?j-1-2
Legal Description 1
lot
q �— &coon Tewnenp
Lot Size re sq. Ft. Number of Bedrooms 3
/DO, I ILI-
Inspections will be conducted by: ei<proved Engineering Firm 0 Municipality (permit fee included)
sub*rision
Range
Does your house contain any of the following: 0 Hot Tub 0 Swimming Pool ❑ Therapy Pool ❑ Jacuzzi 0 Water Softener Unit
This application is for: ❑ Sewer Only ntewer and Well 0 Sewer Upgrade 0 Well Only 0 Water Storage
I certify that the above information is correct. I further certify that
this application is being made for a Single Family Dwelling and
in accordance with applicable Municipal Codes.
Property Owner/Well Driller
Fees: Receipt #
Waiver Fees: Receipt #
72-012 (Rev. 4/98)'
%co ggb314
Permit # 5 too 372
Waiver 0
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On -Site Services Program
8251. Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Permit Number. SW990314
Legal Description: PIONEER ESTATES BLK 2 LT 1
Design Engineer. 0024 Eagle River Engineering Services
Owner Name: Richard Burton
Owner Address: PO Box 221272
Anchorage , AK 99522-0000
Date Issued: Sep 02, 1999
Expiration Date: Sep 01, 2000
Parcel ID: 057-091-07
Site Address:
Lot Size: 103114 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
❑✓ Disposal Field ❑✓ Septic Tank O Holding Tank 0 Privy ❑ Private Well 0 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 DHHS at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-4744 (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: Date*
Issued By:
49r44eip.—ta-i/-
144,
Date: / - 2 -97
•
•
•
Eagle River Engineering Services
Louis Butera, P.E.
P.O. Box 773294 (907) 694-5195 tel
Eagle River, AK 99577-3294 (907) 694-3297 fax
August 26, 1999
Jim Cross, P.E.
Manager, On -Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Lot 1, Block 2, Pioneer Estates
Narrative & Permit Application
Dear Mr. Cross:
The proposed well and septic system will have very limited impact on adjacent properties for the
following reasons:
1. The surrounding lots are large parcels, allowing sufficient room for septic sites.
2. Immediate neighboring septic systems are all +30' distance most lots are
undeveloped.
3. Reserve space is adequate, due to absorption capacity of the gravel soil in this
area.
4. Drainage will not be affected and is not a major consideration in our design.
This septic system will require a lift station to be located in the permeablersailistrata located in
the 2-4.5 foot zone. The soil below this level has a percolation rate greater than 60 minutes per
inch. Water table is located well below the septic system bottom. The owner already has a new
1000 gallon septic tank onsite so we are designing based on a 500 gallon add on lift station.
If you have any questions please call our office at 694-5195.
Sincerely,
s
Louis Butera, P.E.
%I999\99 -039 -NAR
Eagle River Engineering Services
Louis Butera, P.E.
P.O. Box 773294 (907) 694-5195 tel
Eagle River, AK 99577-3294 (907) 694-3297 fax
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: Lot 1 Block 2 Pioneer Estates
August 23,1999
A. GENERAL
1. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of Health and State
Department of Environmental Conservation requirements.
4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer.
5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet
Municipality of Anchorage, Department of Environmental Conservation requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any
adjacent multi -family wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer
approval.
C. SEPTIC TANK
1. Septic tank construction shall be a minimum of 1250 gallon steel two compartment tank with lift station or a 1000
gallon septic tank with added 500 gallon lift station approved by the Municipality of Anchorage.
2. Septic tank is to be installed level on compacted base material.
3. All connections are to be made with moulder couplings.
C. BED
1. The bed is to follow the natural land contour to maintain uniform total depth of the bed bottom.
2. The bottom of the bed shall be level, plus or minus 1.5".
3. The total depth of the bed excavation is not to exceed 3.0', referencing the ground surface at the
uphill side, at any point.
4. The pressure effluent line within the bed shall be laid level.
5. The bedrais (obe be with
graveltypar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed
over the leachfield. Mound soil if necessary.
7. The area over the bed is to be finish graded to prevent ponding of surface water runoff.
8. The septic tank and Ieachfueld must not be closer than 100' to any existing private well, 150' to any
Class "C" well, or 200 feet to any community well.
RECOMMENDED LEACHF!ELD DIMENSIONS:
TOTAL DEPTH = 3.0' GRAVEL DEPTH = 0.5' under pipe, 2" over pipe
BED LENGTH = 60' BED WIDTH = 15'
SOIL RATING = 0.5 GPD/ft2 BEDROOM CAPACITY = 3
SEPTIC TANK = 1250 gallons minimum including lift station
Twenty-four (24) hours notice required for all inspections.
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EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 773284
10421 VFW Drive
Eagle River, Alaska 99577
san e0e-6196 FAX. 0307 8S4-Sfl7
WELL/SEPTIC SITE PLAN
OWNER: RICHARD BURTON
CONTRACTOR: LOT 1. BLOCK 2
PIONEER ESTATES
ERES Project Number: 99.039
CADD File Name: 99-039
SCALE:
r • 60'
DATE:
8/16/99
BY:
SLJ
SHEET:
%I
TEST HOLE
MONITOR TUBE
SEWER CLEAN OUT
MEL. .
EASEMENT •
PROPOSED LEACH FIELD
E3ISTWO LEACH FIELD
ELEVATION
NO SURFACE WATER
NO KNOWN CURTAIN DRAINS
o t-'. •
off••
'* :49TH
00 13,2, •• LOUIS A. BUTERA •• KC
fp0V 1}e CE -6736 .' o •
C
0-O 13tQ o 0000'
Municipality of Anchorage
DEPARTMENT OF HEALTH 8 HUMAN SERVICES
825 `C Street, Anchorage. Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: R sl."ial a'• rt.a
T 4�ppor/ tinde3.
LEGAL DESCRIPTION: TI tote, Et tnKl Township. Range, Section:
DATE PERFORMED: SC' I -? 1
2
3
4
5
8
7
8
9
10
11
12
13
14
• 15
18
17
:18
19
20
'vo
Toes. /•
(64 refloat/ G..r•/
O•
•
r•
C
•
(6M)
ea)
S:irk
1
dry
54.0 e/....t
Mr.Jr DEPTH?
0 .JG
SLOPE
WAS GROUND WATER
ENCOUNTERED? ^YFI
IF YES, AT WHAT
COMMENTS
IIrpN Y s Mer i
MaMrMp?
Dar S-23-7
S
L
O
P
E
SITE PLAN
t
N
No
CAN
l%
s
r
A
IVO
ti
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77
NI 2
2
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Reeding
Den
Grow
TimeTime
Net
Deathto
Water
Net
Drop .
Clay
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PERCOLATION RATE D (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
W
7b The Z
PERFORMED BY. F/C S
CERTIFY THAT THIS TEST WAS PERFORMED IN
�— c,7-55
ACCORDANCE WITH ALL STATE ANO MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE
72- a (Rev. NMS)
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 •L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
/\•.L...a� RM r/ to "I
Via
LEGAL DESCRIPTION:
10
11
12
13
14
• • 15
. 18
•• 17
L,or B/s.IY Z
t?s.•Ccr e tan fret
DATE PERFORMED: 8' /Y X57
0')
Sa..ol y Aeon I
win, _rifle
Sr✓I'/ror I.i .C/
-Peart , al"
(se)
WAS GROUND WATER
ENCOUNTERED? 767
s
IF YES. AT WHAT /z'
O
P
DEPTH?
Depth Is War Alter / F-2247Nearing /2-- ,fit
18
19
COMMENTS
E
SITE PLAN
Ro
CHAINot
.1
s
r
T
M1
Mir
y.„
PERCOLATION RATE (mnutWinch) PERC HOLE DIAMETER
TEST RUN BETWEEN 3
!lter/ 7£- ares Oji.?:.I T•O, 3'
FT AND ._LFT
Pere fl.ne (A C•1'
PERFORMED BY• 6e6
/en./ /.i .4 Ito .w
ACCOROANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS GATE
7Z (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE da 7'9 7
Dere
Grow
Tklw
Net
Time
Depth to
Water it
Net
Drop I,,;si.
Reeding
C!Iy
t -/9•n
3
-
5-.: V?
7.w6
Y
S:f?
•
J.c
/. er•
G:. •
- ;;yc
A
...
6:12 ..
..
7.S'Y ..
/SA ..
7
C:/3
3.y6
PERCOLATION RATE (mnutWinch) PERC HOLE DIAMETER
TEST RUN BETWEEN 3
!lter/ 7£- ares Oji.?:.I T•O, 3'
FT AND ._LFT
Pere fl.ne (A C•1'
PERFORMED BY• 6e6
/en./ /.i .4 Ito .w
ACCOROANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS GATE
7Z (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE da 7'9 7
SINGLE FAMILY ON-SITE WORKSHEET
ERES PROJECT NUMBER: 99-039 CALCULATED BY: LB
LEGAL DESCRIPTION: Pioneer Estates 11, B2
NUMBER OF BEDROOMS: 3
WATER USE PER BEDROOM: 150
PERCOLATION RATE: 6
DEPTH TO GROUNDWATER: 11
DEPTH TO IMPERMEABLE LAYER: 13
ANTICIPATED DEPTH OF COVER: 2
MOUND OR BED SYSTEM
WASTEWATER APPLICATION RATE:
ABSORPTION AREA REQUIREMENT:
MINIMUM BED LENGTH
12 FEET WIDE BED
15 FEET WIDE BED
GALLONS
MINUTES PER INCH
FEET
FEET
FEET
TRENCH SYSTEM
WASTEWATER APPLICATION RATE: 0.8 GAUSO.FT
ABSORPTION AREA REQUIREMENT: 562.5 SQ.FT
SHALLOW TRENCH OPTIONS DEEP TRENCH OPTIONS
5 FEET WIDE TRENCH 3 FEET WIDE TRENCH
USABLE SOIL STRATA
TOTAL USABLE DEPTH:
USABLE SOIL STRATA DEPTH:
0.5 GAUSO.FT
900 SOFT
RECEIVED
AUG 301999
Municipally 01 Anchorage
Dept. Health & Human Services
7
5
35 FEET
60 FEET ctf Syrie""
EFFECTIVE REQUIRED TRENCH
DEPTH (FT) LENGTH (FT)
1 98
2 79
2.5 72
3 66
3.5 61
4 56
DESIGN SPECIFICS
FIELD SYSTEM: s
GRAVEL DEPTH: 2.5
TRENCH OR BED WIDTH: 5
LENGTH: 72 FEET
TOTAL
EXCAVATION
DEPTH: 4.5 FEET
EFFECTIVE
DEPTH (FT)
4
4.5
5
5.5
6
7
8
9
10
•
REQUIRED TRENCH
LENGTH (FT)
70
63
56
NA
NA
NA
NA
NA
NA
(B•BED, S•SHALLOW TRENCH 8 D•DEEP TRENCH)
FEET
FEET
FFF—
.. t of AL "ii
1/444,
so*ta9Tn *;•
1
Z• : vsutin tic
A.CE-6736
�e