HomeMy WebLinkAboutEKLUND #1 BLK 2 LT 7Onsite File
AWA
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Municipality of Anchorage
On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP191388
PID Number: 050-531-10
Dwelling: ❑ Single Family (SF)
❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade
Name
Gregory & Colleen Hildebrandt
ABSORPTION FIELD
RE Deep Trench Wide Trench ❑Bed ❑Mound
Site Address.
4463 Panther Dr, Eagle River, AK
El Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
350-2288
2
0.6 GPD/SF
10.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
4.0 Ft.
Gravel depth beneath pipe
6.0 Ft.
Subdivision
Block Lot
Eklund #1
2 7
Fill added above original grade
0.0 Ft.
Gravel length
44 Ft.
Township Range Section
Gravel width
3.0 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
528 Ft2
1
Ft.
Well
>100'
>1 00'
N/A
N/A
>25'
TANK ❑® Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Ferguson/Infiltrator
Capacity
1,060 Gal.
Surface Water
>1
> 100'
N/A
N/A
Material
Plastic
Number of compartments
2
Lot Line
>5'
>10'
N/A
N/A
NA
Foundation
>10'
>10'
N/A
N/A
LIFT STATION
Manufacturer
Capacity
RemarksGal.
Tank is insulated.
Alarm location
Electrical installed by
PIPE MATERIAL House to tank D3034Tank to D3034
drainfield
Installer
Red Dog Masonry
Drainfield D3034 CO/MTD3034
Inspector J. Mlllette
BENCH MARK (Assumed elevation) 100 ft
Inspection 15` 9/28/19
9/28/19
Location and description
ection
2nd
Concrete slab.
3d
4th
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Or, ..
Conditional Approval:
Date®�P,>.••''
'••�S
�! 49th
uon.......nu.....uu......................
MICHAEL E. ANDERSON
Septic Systemo
Approved
Date ,?o 0?02
F,p .� s/22/2038,>•'�lu
�•� •/22/ .•••,, � ���
Note: this approval does not include well permit requirements.
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// // 76576
0
755
7
5
0
EXISTING
WELL
TH2
100500
FEET
1"=50'
44' LONG x 3' WIDE x 6'
EFFECTIVE DEPTH
ABSORPTION TRENCH
2-BDRM
H
O
M
E
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
CO2MT2
PERMIT # OSP191388 PID # 050-531-10
EKLUND #1, LOT 7 BLOCK 2
A B
FCO 4.4
MH1 18.8
SV1 21.4
A
B
2CO 29.7
CO1 38.0
MT1 40.9
CO2 65.1
29.5
34.5
29.4
33.9
47.7
45.65
83.55
PANTHER DRIVE
6/22/20
10' UTILITY EASEMENT
5' ELECTRIC EASEMENT
Pg 643 Bk 0186 A.R.D.
TH1
ALTERNATE SITE
1,060 GALLON SEPTIC
TANK w/20" MANWAY
EXISTING
WELL
CO1
MH1
2CO
SV1
FCO
10' UTILITY EASEMENT
MT1
MT2 64.581.6
PLAN AS-BUILTDECK100' WELL RADII
EKLUND #1, LOT 7 BLOCK 2
PERMIT # 191388 PI D #050-531-10
0
99.1 U1 F
N
95.8 2" INSULATION
95.2 1060 GAL PLASTIC
SEPTIC TANK 95.05
91.3
98.00 ORIGINAL/FINAL GRADE
94.0 94.0
DRAINFIELD ROCK
88.0 88.0
44'
NO GROUNDWATER 8/27/2019
N
82.0
OF
ii 49th ••°`��
i..CEa.�•� i
MICNAEL E. ANDERSON , ti, i
PROFILE AS-BUILT •.�=•• NO. CE- ! r =.
(NO SCALE) ••j��,f'0P ..zzzo P�..
GE F ,•,. �.•.
ENGINEERING •, %FESS\���
R
DOC CO dba
OPM
ULLIVAN WATER WELLS
BILL & COLE
P.O. Box 670269, Chugiak, AK 99567 688-2759
OWNER OF LAND: Colleen & Gregory Hildebrandt
ADDRESS: 4463 Panther Drive Eagle River, AK 99577
Bore Hole
Data
Depth
From
To
LEGAL DESCRIPTION Eklund #1 Block 2 Lot 7
DATE: 10-3-19
0
2
PERMIT NUMBER: OSP191388 DATE OF ISSUE: 9-5-19
TAX IDENTIFICATION NUMBER 05053110000
Is well located at approved permit location: ❑Yes ❑No
Method of Drilling: ®air rotary ❑cable tool
Depth of Well: 200'
Casing Type: Steel Wall thickness .250 inches
Diameter: 6 inches, depth 164 feet
Liner type
2
4
4
16
16
86
86
99
gg
137
137
146
Static Water Level: 67 feet
Recovery Rate 3/4 ® gpm gph
Method of Testing Air
Well Intake Opening Type: ® open end ❑open hole
F-1ScreenedStart feet Stopped
® Perforations Start 136 feet Stopped 150
Grout Type: Bentonite Volume: 50lbs
Depth: from 2 feet, to 42 feet
146
200
Well Disinfected Upon Completion: ®yes Ono
Method of Disinfection: Chlorine 50 PPM
Comments:
Casing Stickup
Fill
Silty Sand & Gravel
Hardpan & Boulders
Silty Sand & Gravel w/ Clay
Hardpan & Boulders
Hardpan Wet
Bedrock
Drillers Name: Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority.
Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
Matsu Borough: Department of Environmental Conservation.
www.sullivanwaterwells.com
Pump Installation Log
Well Drilling Permit Number: SW OSP191388 Date of Issue 9-5-19
Parcel Identification Number: 05053110000
Legal Description Property Owner Name & Address
Eklund #1 Block 2 Lot 7 Colleen & Gregory Hildebrandt
Pump Installation Date:
11-21-19
Pump Intake Depth Below Top of Well Casing:
190 feet
Pump manufacturer’s Name:
F&W
Pump Model:
4F11P07301S
Pump Size:
3/4 hp
Pitless Adapter Burial Depth:
10 feet
Pitless Adapter Installer:
Red Dog
Disinfected Upon Completion?
yes no
Method of Disinfection:
Chlorine 50 PPM
Comments:
Pitless Manufacturer: Martinson
Pump Installers Name:
Sullivan Water Wells
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
- - - - PANTHER-- DRIVE --j--
30'
Fd Rbr S 89°51'30"
Ej_ltllity Esnt 10'
f E
Veil
I L
a I
O \
CD W\
0
M t 3 \
I 12.
\ I
2' Eaves j Deck
I
1
Drain J
Lj.I
0
M
60
O
0
O
O
'�I
E 130.00' Fd Rbr
` Power,
_ Pole
—_ -- 5' ElectrIc Esnt
— — — — — — — Pp 643 Bk 01662
A.R.D.
30' Electric Esnt I/
C/L Is GH Elect, /JI
2019-038177-0
83' AR,D. ` E I o
Servk:e I N
Pole I
Guy I
F - 10'x12'
Deck
Qi Frame I
House c ,
8, nl 1
Z 16'
'2' Cant
OOutfalt r- 2.5'
lub
d�7
� SeptPipeisc
�
8
3
LOT 7
Septic
Pipes
Fd Rbr S 89°51'30' E 131.37'
I hereby certify that I have surveyed the following described
property: Lot 7, Block 2, Eklund Subdivision Addition # 1, Plat
No.71-115, Anchorage Recording District, and that no encroachments
exist except as indicated hereon. This As -built will only show the
easements that appear on the recorded subdivision Plat No. 71-115 and
by Book and Page, as noted on this As -built, all of which recorded in the
Anchorage Recording District; under no circumstances should this data
hereon be used for the construction or establishing boundary or fence lines.
D zu +o
SCALE IN FEET
Surveyed: June 4, 2020
Eklund Subdivision Addition # 1
Lot 7 Block 2
As Depicted on: Plat No. 71-115
Anchorage Recording District
GRID: SE0702
Z
W
0
0
cu
0
0
O
O
Fd Rbr ,��•(E `OF "�� �, 1,
A ,
*.-'49 T—"
i � '. ArSthony P. Boneta
0-.
�i 4 ' LS -10393 _
'�<< rFp ' • �O �i f' 11-4.
P
,i'`t`SS`\`\
ASBUILT SURVEY
Colleen M Hildebrandt
P.O. Box 770715
Eagle River, Ak 99577
oRAFMD:RM I aECKM.
APB Land Surveying
12204 East Prince of Peace Drive
Eagle River, Alaska 99577
(907) 227-1361
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Sox 196550 4700 Elmo.,e Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://vNm.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP191388
Work Type: WeliSeptic Initial
Tax Code Number: 05053110000
Site Legal Address: EKLUND #1 BLK 2 L 7 G:0702
Site Mailing Address: 4463 PANTHER DR, Eagle River
Owner: HILDEBRANDT GREGORY R &
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
0 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date:
n
Dcf)artnient
Lot Size in Sq Ft:
Total Bedrooms:
9!5/2019
9/4/2020
30058
Z Private Well Cl Vtlater Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: L)
issued By: ,( rt -
Date:'
Date:
T
6
ePLANS
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWERIWELL PERMIT APPLICATION
Parcel I.D. 050-531-10
Property owner(s) Gregory & Colleen Hildebrandt
Mailing address P.O. Box 770715 Eagle River, AK 99577
Site address NHN Panther Drive Eagle River, AK
Day phone 350-2288
Legal description (Sub'd., Block & Lot) Eklund #1, Block 2, Lot 7
Legal description (Township, Range & Section)
Lot Size 30,058 Sq. Ft. Number of Bedrooms Two
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(M all that apply)
Absorption Field
❑X
Initial 0
Single Family (SF) ❑X
(w/wo ADU)
Septic Tank
19Upgrade
F]
Duplex
Duplex (D) ❑
Holding Tank
El
Renewal El
Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑X
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
a at'-J�
(Signature of property owner or authorized agent)
Permit/Rush Fees: $ 90
Date of Payment: W O f �9
Receipt Number: 105o toAb
Permit No. Q,5 p q 1,3 y
Permit App_.:- : -
Waiver Fees:
Date of Payment: '
Receipt Number:
Waiver No.
PO BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
August 31, 2019
MOA Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Eklund #1, Block 2, Lot 7 – NHN Panther Drive
Septic System Design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 2-bedroom home on the property. We are submitting
this design and permit application for the construction of a new well and septic system. The
attached site plan identifies the location of the home and the proposed well, septic location and
alternate site. No conflicts exist between this proposed system and any other well or septic system
on this lot or adjacent lots.
The ground surface on the lot slopes gently to the southwest at grades approximating 20%. There
are slopes greater than 25% within 50 feet downslope of the absorption trenches, but the trenches
are designed to meet the steep slope provisions of the ordinance 15.65.210.4a and no waiver is
required. Ground surface contours are shown on the site plan indicating the grade and direction of
flow. Storm water drainage will not impact this septic system. The new trenches will be
constructed parallel to the slope as much as possible.
Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all
wells and surface water and more than 5’ away from the septic tank.
Please refer to the attached test hole logs and plan and profile sheets for the septic design. If this
design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Michael E. Anderson, PE
8/31/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191388, Rebecca Carroll, 09/05/19
// //765760755
7
5
0
PROPOSED
WELL
TH2
10050 0
FEET
1"=50'
42' LONG x 3' WIDE x 6'
EFFECTIVE DEPTH
ABSORPTION TRENCH2-BDRM HO
M
E
NOTE:
SLOPES >25% ARE WITHIN 50' OF THE ABSORPTION TRENCH, BUT
THE TRENCH DESIGN MEETS THE STEEP SLOPE REQUIREMENTS. NO
SURFACE WATER WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM
ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS
PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC
SYSTEMS.
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
COMT
EKLUND #1, LOT 7, BLOCK 2
PANTHER DRIVE
9/4/19
10' UTILITY EASEMENT
5' ELECTRIC EASEMENT
Pg 643 Bk 0186 A.R.D.
TH1
ALTERNATE SITE
1,000 GALLON SEPTIC
TANK w/20" MANWAY
EXISTING
WELL
CO
MH
2COSV
FCO
10' UTILITY EASEMENT
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191388, Rebecca Carroll, 09/05/19
EKLUND #1, BLOCK 2, LOT 7
DESIGN FACTORS: SYSTEM REQUIREMENTS:
300 GPD PEAK FLOW
PERK RATE: 16-30 MIN/IN
APPLICATION RATE: .6 GPD/SF
6' DEEP TRENCH SYSTEM
1,000-GAL SEPTIC TANK
TYPICAL TRENCH SECTION
(NO SCALE)
4" PERFORATED PVC (HOLES DOWN)
DRAINFIELD ROCK
3'
6"
6"
3.5'
6'
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
BOTTOM OF TRENCH: 10' BELOW GRADE
FLOW LINE ELEVATION: 4' BELOW GRADE
TOP OF TRENCH: .5' ABOVE GRADE
300 GPD / .6 GPD/SF / 6' DEEP / 2 SIDES = 41.7 LF TRENCH REQUIRED (42 LF SPECIFIED)
9/4/19
GEOTEXTILE FABRIC
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191388, Rebecca Carroll, 09/05/19
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 1
SLOPE
SLOPE
SITE PLAN
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
TEST HOLE PRESOAKED PRIOR TO TESTING:
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
NHN PANTHER DR
8/14/19
L. TIDWELL
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH? -
7.9 6
4 5
050-531-10
CALEB JOHNSON
11:52 - 12:22
8/14/19
1
2
3
4
5
112-117 1
16
12:23 - 12:53
12:54 - 1:24
1:27 - 1:57
1:57 - 2:27
OB
Professional Engineers Stamp:
8/30/19
30
No
None
8/27/19
DENSE SAND w/SILT
SM
5 1
16
112-116 5
1630 4 5
16
112-116 1
1630 4 1
16
112-115 14
1630 3 14
16
112-115 13
1630 3 13
16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191388, Rebecca Carroll, 09/05/19
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 2
SLOPE
SLOPE
SITE PLAN
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
TEST HOLE PRESOAKED PRIOR TO TESTING:
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
NHN PANTHER DR
8/14/19
L. TIDWELL
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH? -
20.9 6
7 8
050-531-10
CALEB JOHNSON
1:32/2:02
8/14/19
1
2
3
137-139 8
16
2:04/2:34
2:36/3:06
OB
Professional Engineers Stamp:
8/30/19
30
No
None
8/27/19
DENSE SAND w/SILT
SM
2 8
16
137-138 7
1630 1 7
16
137-138 7
1630 1 7
16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191388, Rebecca Carroll, 09/05/19
Fd Rbr
El= 100.0'
Assumed
100' Well setback -�
from well on
Lot 6, Bk 2
0
0
0
('7
(LI
R
0
cY'
00
O
O
O
PIA
- - - - PANTHER --DRIVE --j--
30'
S 89051'30' E 130.00' 1
Utility Esnt LO'
Proposed Well - osed Gro,K\ Drive 54'
Pry
Set Rbr
El= 113.7'
i
5' Electric Esmt
— — — Pg 643 Bk 0186
AR.D,
C3
J
L, O
O
O
M
CU
El= 128'
z-St
ory
Frame
� LiOUSf \
26.5'
2' Enve
\01eU
72'
1 Proposed '
Perk /
Teat
LOT 7 /
l�
r
� 95'
< I
100' Welt setback
from well on
Lot 4, Bk 2
i
i
i
1M
r
M
Fd Rbr S 89°51'30" E 131.37'
El= 84.3'
Lot 1, Kirk Sub'd
Plat No, 86-210
100' Well setback
No impact
l.,J
0
O
CU
CD
0 A4
C -? 9 >>�
*9 TH * i
i ` i
.........P.............;
An hony P. Boneta.
i� 0
Fol 113 6' i� �s�� , LI -110393
rr o
ttI1tomONO-
I hereby certify that a survey of Lot 7, Block 2, Eklund Subd. Addition #1 was made on August, 2019
and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property
lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question
and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon.
It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not
appear on the recorded subdivision plat. Under no circumstances should any data hereon be used for construction or for
establishing property boundary or fence lines.
Dated at Anchorage, Alaska, this 1 j 4day of 1 �1
0 20 40
SCALE IN FEET
1"=40'
Surveyed: August, 2019
Eklund Subd. Addition # 1
Lot 7, Block 2
As Depicted on: Plat No. 71-115
Anchorage Recording District
GRID: SE0702
PLOT PLAN
Colleen M Hildebrandt
P.O. Box 770715
Eagle River, AK 99577
orrAFTaRM I a+ccxm. I APM%M.
APB Land Surveying
12204 East Prince of Peace Drive
Eagle River, Alaska 99577
(907) 227-1361
