HomeMy WebLinkAboutNEAR POINT KNOLL BLK 1 LT 6 Municipality of Anchorage SAt,UBMITT? 2�
On-Site Water and Wastewater Program • (907)343-7904 ���7i 0c
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP161183 PID Number: 041-021-49
Dwelling: ❑■ Single Family(SF) ❑ Duplex (D) ❑ Multiple(SF and/or D) Project: ❑ New ❑ Upgrade
Name: ABSORPTION FIELD
Richard Todd Kasteler
Address ❑ Deep Trench Shallow Trench ❑ Bed ❑ Mound
5720 Denali Street Anchorage, AK 99518 ❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
301-0342 5 1.2 GPD/SF 6.5 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 2.5 Ft. 4 Ft.
Near Point Knoll 1 6 Fill added above original grade Gravel length
Township Range Section 0-.5 Ft. 67 Ft.
Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 5 Ft. Ft.
To Septic AbsorptionHolding Sewer Total absorption area Number of trenches Dist.between trenches
Tank Lift Station
From Field Tank Line 670 Ft' 1 Ft.
Well >100'I >100' NA NA >25' TANK Li Septic ❑S.T.E.P. ❑Holding ❑Other
_ Manufacturer Capacity
Surface Water >100' >100' NA NA Greer Tank 1,500 Gal.
Material Number of compartments
Lot Line >5' >10' NA NANA HDPE Two
Foundation >5' >10' NA NA LIFT STATION
Manufacturer Capacity
Curtain Drain None Noted Gal.
Pump on level at Pump off level at High water alarm at
Remarks
in. in. in.
Pump make and model Electrical Inspections performed by
PIPE MATERIAL House to tank D3034Tank to D3034
Installer drainfield
Owner Installed Drainfield D3034 CO/MT D3034
Inspector MEA BENCH MARK (Assumed elevation) 100.0 ft
Inspection
t' 9/13/16 2nd 9/14/16 Location and description
3rd 9115/16 4th Back Door Stoop.
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL APPROVAL41. Engooksim t,
Conditional Approval: Date Z.— •.
if,*: 49 Tib t' *0
_— 0I�, AAICHAEL E. ANDERSON
so
♦41J1.•� 9-4381 :`star
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Approved - 7tetii, IkiuQ) Date 7/31/200 �+ib OFESSIOtger.
Inspection Report_9-1-12.doc
Permit Number: OSP161183 Municipality of Anchorage Page 2 of 3
DEVEOPMENT SERVICES DEPARTMENT
4700 Elmore Road Anchorage, AK. 99519-6655-343-7904 PID No. 041-021-49
LOT 5
S 84°03'41" E 172.71'
4
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10' T&E EASEMENT
\C LOT 2 / -- - .
C�, BLOCK 1 / v- - `
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/�V Q !Q �Q c�� / s2 ED 59.1' >✓O •
�\ 00 n 1- / C4 100.8' .
rc.r C5 35.T
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.' . // Home • op
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/ Septic Trk
Monitor Tube
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Alternate Site •
LOT 6 . .
LEGEND: LOT 7
coO C4 — Cleanout
S1 — Septic Vent •
FCO — Foundation Cleanout '
---___ S 730 M1 — Monitor Tube
CD �,� �3Op„� 219 Q� TH — Test Hole
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ig ' •49th IN • *,�0 �` r'D(S
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' MICHAEL E. ANDERSON
•.J>. NO. CE-4381 '�1 �O N.
..,c':ft 7,-i7,.•••' : SCALE 1' = 40'
Municipality of Anchorage Page 3 of 3
DEVEOPMENT SERVICES DEPARTMENT
4700 Elmore Road Anchorage, AK. 99519-6655 -343-7904
On-Site Wastewater Disposal System or Well Inspection Report
Permit Number: OSP161183 PID No. 041-021-49
00.3
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Finished I
OG
Insulation iIIII
1,500 Galon
HDPE
95.35 Septic T�nk 95.2
UQ U 0
94.3 ~ 94.5
/ / Finished Grade
Original Grade
2"Insulation&
Geotextile Fabric
91.8 il z— 87.8
Drainfield Rock "0 a
87.81
II
81.5 67'(Trench Length)
No Groundwater
9/21/16
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PROFILE AS-BUILT •,•:MICHAELNo.E.
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bilib.Existing Ground 2 ---7.
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985'
980'
975' .
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5' 10' ' 5' 20' 25' 30' 35' 40' LI-5' 50' 55' 60' 65' 70' 75' 80' 85' 9C'
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NEAR POINT KNOLL SUBDIVISIONSi 4`,<:.,.... ......... s
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LOT 6, BLOCK 1 1,42_4 /1.,..ia,,,
SLOPE ASSESSMENTill :••a
70-V%\MI C H AEL E. ANDERSON
SECTION A
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MUNICIPALITY OF ANCHORAGE .��7yrr�ti�+,
DEVELOPMENT SERVICES DEPARTMENT -`�p� ••..,. ��*�♦
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 11�`_ 49th ,,.�.. �: •�0
SOILS LOG - PERCOLATION TEST �`�
1 p,;MICHAEL E. ANDERSON : j
LEGAL DESCRIPTION: LOT 6, BLOCK I, NEAR POINT KNOLL •i>o�''• No. CE-4381
DATE:PERRMED�FO�%201b TODD KASTE PROJECT No.: •ER •,4,������ i+�
Professional Engineers Scamp
PARCEL ID#: TECHNICIAN: ME A
DEPTH TEST HOLE A
(feet)
I OB/OG SLOPE SITE PLAN
4
°
d
4 Iry
..
t±,
a SILTY GRAVEL SEE SITE PLAN
° . WITH SAND
(i -. 4. • GM
a
7 ' a •
e
9 ° 4
WAS GROUND WATER ENCOUNTERED? No
U a
IF YES @ WHAT DEPTH' S
DEPTH OF WATER AFTER MONITORING: NONE 2°c
I I 4 DATE OF MONITORING: 9/21/16
12 °
GROSS TIME NET TIME DEPTH TO NET DROP
13 • BOH @ 13' DATE READING WATER
(MINUTES) (MINUTES) (INCHES) (INCHES)
14 TEST HOLE PRESOAKED PRIOR TO TESTING:
15 • 9/13 1 2:14 1.38"
16 2 2:44 30 8.50" 7.12"
3 2:45 1.50"
17
4 3:15 30 8.63" 7.13"
18 5 3:16 1.50"
19 6 3:46 30 8.63" 7.13"
20-
PERCOLATION RATE: 4.2 (MIN/INCH) PERC.HOLE DIA. 6" (INCHES)
TEST RUN BETWEEN: 4.0 FT. and 5.0 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I,MICHAEL E.ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 7/27/17