HomeMy WebLinkAboutT14N R1W SEC 17 SE4NE4 PTNOnsite File
#050-973-02
Municipality of Anchorage
On -Site Water and Wastewater Section - (907) 343-7904 MAR VIPMd o;
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP1 91357 PID Number- 050-973-02
Dwelling: V Single Family (SF) El with ADU E] Duplex (D) 0 Two Single Family Project: El New FE -1 Upgrade
Name
Rock Ranch Trust
ABSORPTION FIELD
RE Deep Trench 0 Wide Trench El Ped Mound
Site Address
21344 Eagle River R.d., Eagle River, AK
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
907-229-8660
.3
1.2 GPD/5F1
10 Ft,
LEGAL DESCRIPTION
Depth to pipe invert from original grade
4.5 Ft.
Gravel depth beneath pipe
5.5 Ft.
Subdivision Block Lot
SE4NE4 PTN
Fill added above original grade
0.3 Ft.,
Gravel length
34.5 Ft.
Township Range Section
14N 1W 17
Gravel width
3 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
380 F t2
1
Ft.
Well
100+
100+
1 25+
TANK W.Septic EI.S.T.E.P; El Holding r_1 Other a
Manufacturer.
Anchorage Tank
capacity
1250 Gal.
Surface Water
100+
100+
Material.
Number of compartments
i
Lot Line
5+
10+
1 NA
Steel, epoxy coated
Foundation10+
10 +
LIFT STATION
Manufacturer
Capacity
Remarks
Gal.
Alarm location
Electrical installed by
Installer
PIPE.MATERIAL House to: tank 3034 Tank to 3034
drainfield
Martin Construction
Drainfield 3034 CO/MT3034
Inspector Crewdson Engineering
BENCH MARK (Assumed elevation). 100 ft
nd ection
v 11/26/19 11/29/19
Inspdates:
and description
2
311,11/29/19* 4'° . 12/9/19
L�ation
Op of slab at "BM" on the record drawing
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
E
0
Conditional Approval: Date
. ... . .........
TH
. ..............
— - - ------ - - — -- ---------
.James .....
k CreWdson � j
Septic System
alms
01 1527
Approved Date
.%FESS
o
Note: this approval -does not include well permit requirements. 7
ALU, 0
k evoummo;
3 BR SFH
o WELL. -
DECK
SEPTIC TANK
AT -1250,
EPDXY COATED
Sl DC
MH
PLAN
SCALE: 1"=30.
IW R A
DRIVEWAY
THt
Al
DEEP TRENCH
3'Wx34.5'L,55ED
LEGEND
BM - bench mark
BOH - bottom of hole
BOR - bottom of rock
BR -BEDROOM
C# - cleanout
DC - double cleanout
DP - distribution pipe
ED - effective depth
EG - existing ground
ELEV - elevation
FG - finish grade
INV - invert - ...
ryY L -long
-MH - 24" manhole
SFH - single family home
S# - septic tank cleanout
TOT - top of tank
W -wide.
NOT TO SCALE
BENCHMARK ELEV NOTES
TOP OF SLAB EG 98.8' A. TH1 was deepened to 16.5' to allow loweringthe
ELEV: 100' FG 99.T drainfield elevation while maintaining 6' minimm. vertical
FC MH S1 DC Mt M2 C1 TH1 separation to bedrock and/or impermeable "soils.
2" INS OG
2.5'
SW
SEPTIC TANK DRAINFIELD
ELEV
TOT 95.4' ELEV 16.5 BOH
DP INV 94.3' DRY
INLET INV 94.8'
OUTLET INV 94.6' BOR 88.8' ELEV 82.8'
�®a��®
d n t�16n dna, LLC T14N R1 W Sec17 SE4NE4 PTN -•�. F A4 -,q
Septic System�$�
.. ............ .
RECORD DRAWING
James A. Crewdson
�. Prepared for: C11527
Civil &Environmental Engineering Rock Ranch Trust Date: 12-16-19 �� �`��F�?S ;o��®
Page: 1 of 1 ���F�pROFESSIONP .�
PO Ceox 67138907-280k49 99567 . celle.1@OuUook.comcom Permit: OSP191357 g
CellfTeM:907-260-9493 • Fax: 907�6&2295
ALL INFORMATION SHOWN ON THIS DOCUMENTIS THE PROPERTY OF CREMSON ENGINEERING, LLC AND SHALL NOT BE USED FOR ALLC #112279
ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CR."MSON ENGINEERING, LLC
SWING TIES (feet)
A
B
FC
17.6
10.6
MH
69.8
44.8
S1
72.7
49.6
DC
77.8
57.0
M1
80.2
59.8
C1
100.8
86:3
M2
99.0
84.5
LEGEND
BM - bench mark
BOH - bottom of hole
BOR - bottom of rock
BR -BEDROOM
C# - cleanout
DC - double cleanout
DP - distribution pipe
ED - effective depth
EG - existing ground
ELEV - elevation
FG - finish grade
INV - invert - ...
ryY L -long
-MH - 24" manhole
SFH - single family home
S# - septic tank cleanout
TOT - top of tank
W -wide.
NOT TO SCALE
BENCHMARK ELEV NOTES
TOP OF SLAB EG 98.8' A. TH1 was deepened to 16.5' to allow loweringthe
ELEV: 100' FG 99.T drainfield elevation while maintaining 6' minimm. vertical
FC MH S1 DC Mt M2 C1 TH1 separation to bedrock and/or impermeable "soils.
2" INS OG
2.5'
SW
SEPTIC TANK DRAINFIELD
ELEV
TOT 95.4' ELEV 16.5 BOH
DP INV 94.3' DRY
INLET INV 94.8'
OUTLET INV 94.6' BOR 88.8' ELEV 82.8'
�®a��®
d n t�16n dna, LLC T14N R1 W Sec17 SE4NE4 PTN -•�. F A4 -,q
Septic System�$�
.. ............ .
RECORD DRAWING
James A. Crewdson
�. Prepared for: C11527
Civil &Environmental Engineering Rock Ranch Trust Date: 12-16-19 �� �`��F�?S ;o��®
Page: 1 of 1 ���F�pROFESSIONP .�
PO Ceox 67138907-280k49 99567 . celle.1@OuUook.comcom Permit: OSP191357 g
CellfTeM:907-260-9493 • Fax: 907�6&2295
ALL INFORMATION SHOWN ON THIS DOCUMENTIS THE PROPERTY OF CREMSON ENGINEERING, LLC AND SHALL NOT BE USED FOR ALLC #112279
ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CR."MSON ENGINEERING, LLC
ALLC 112279
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Section
4700 Elmore St..
P.O. Box 196650 Anchorage, AK 99519-6650 it
www.rnuni.org/onsite
(9D7)343-7904
Soils Log - Percolation Test
Performed For O V'vyt a, Date Performed: :
Legal Description: Township, Range, Section.'7-Tj iN..t�
8 -'JW Q -9'1e td)
WAS GROUND WATER �{��
9- ENCOUNTERED? K
S
1 O-
IF YES, AT WHAT DEPTH?
Depth to Water After
DRV P.
11- Monttorino e'
12 -
bate. ig
ec1l .SS Wq PTN
13-
14
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
15-
!t .:
8H
17-
17-
i
iJV_e ern eA
18-
19-
20-
PERCOLATION RATE
(minuteMnch) PERC HOLE OIAMETER
TEST RUN BETWEEN 3
FT AND 4 FT
COMMENTS
` >50% of the soil passed the #4 sieve
i�l�t {
dLrCERTIFY
PERFORMED
BY: t31/1 b
� �:..1"Irl THAT THIS T
T AS
PERFORMED IN ACCORDANCE WITH ALL STAT ND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE,.. ' DATE:
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MUNICIPALITY OF ANCHORAGE
Development Services Departmentti Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 050-973-02
Property owner(s) Norma Kindred Contact: Royce Martin Day phone 907-229-8660
Mailing address PO Box 770242, Eagle River, AK 99577
Site address 21344 Eagle River Rd.
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section) T14N, R1 W, Sec17, SE4 NE4 PTN
Lot Size 435,600 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
0
Initial ❑
Single Family (SF) 0
Septic Tank
0
Upgrade F
(w/wo ADU)
Duplex (D) ElHolding
Tank
ElRenewal
ElMultiple
Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 13Ilcib9
Date of Payment: 6_46/y
Receipt Number: (973
5336
Permit No. 0510191357 -
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191357, Rebecca Carroll, 11/12/19
3. Slopes were confirmed on site.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191357, Rebecca Carroll, 11/12/19
* >50% of the soil passed the #4 sieve
*
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191357, Rebecca Carroll, 11/12/19