HomeMy WebLinkAboutKNIK HEIGHTS BLK D LT 6Onsite File
Knik Heights
Block D
Lot 6
PID# 017-035-06
The 1971 seepage pit may not be tested for a 5
bedroom house.
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON -SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP231111 PID Number: 017-035-06
Dwelling: FK Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade
Name
George A Morris ABSORPTION FIELD
Site Address El Deep Trench ®❑ Bed Mound
12640 Atherton Road ❑ Wide Trench ❑
❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
5 1.2 GPD/SF 5.0
Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 3.5 Ft. 1-5 Ft.
Knik Heights D 6 Fill added above original grade Gravel length
Township Range Section 0
Ft. 2@49 Ft.
Gravel width Beds: Number of Lines Distance between lines
SEPARATION DISTANCES 5.0 Ft.N/A N/A
Ft.
To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches
From
Tank Field Lift Station Tank Line 628 Ft, 2 7.8
Ft.
Well 100'+ 100'+ NA NA 25'+ TANK ®p Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer Capacity
Surface Water 100'+ 1001+ NA NA ANCHORAGE TANK 500g(N) 1250gal(E) Gal.
Material Number of compartments
Lot Line 5'+ 10'+ NA NA NA STEEL 1
Foundation 10'+ 10'+ ]:�_�NANA LIFT STATION
Manufacturer Capacity
Remarks Gal.
Alarm location Electrical installed by
PIPE MATERIAL House to tank 3034 Tank to3034
Installer drainfield
A+ Home Services, Inc. Drainfield 3034 CO/MT3034
Inspector PES BENCH MARK (Assumed elevation) 456.0 ft
Inspdection v 06/08/23 2�d 06/09/23 Location and description
s`d 6/10/23 41h 6/11/23 See Site Plan, Bottom House Trim
ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp
Conditional Approval: Date OF AC,Ikk
�co
/ Steven •R. .Pannone.
Septic System 8149
Approved Date 20
2 �F�FDp�UFESS10h\P �•r
Note: this approval does not include well permit requireme ts. ��,
rRP„ nsmgil m
040.002
Date: June 27, 2023
Client: Pannone Engineering Services, Dan
Project: 12640 Atherton Road
Crowther Associates
Particle Size Distribution Table
(percent passing subject sieve size)
Sample Source
--
Moisture
Content
4.3 %
Sieve Size
Percent Finer
Percent Finer
Percent Finer
Percent Finer
3 inch
100
1-1/2 inch
100
3/4 inch
93
#4
62
#10
43
#40
13
#100
3
#200
2
0.02 mm
xx
Classification
Gravelly Sand
(SP)
Invoice 199
1632 Bellevue Circle / Anchorage, Alaska 99515
Telephone (907) 349-2198 / E mail: 907crowther@gmail. corn
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SOILS LOG - PERCOLATION TEST
TEST HOLE 1
OR ORGANICS
1
POORLY GRADED
2 SP SAND
3
4
5
BOH
DATE PERFORMED: 06/08/2023
SLOPE
TH
WAS GROUND WA1
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
DEPTH TO WATER
MONITORING? -N
DATE: --
READI
DATE
CLOCK
TIME
NETTIME
WATER
LEVEL
READI
DROP
1
_
2
TOO�TO3ACCUR
4
5
_
PERCOLATION RATE: <1 MPI (SEE ATTACHED SIEVE ANALYSIS
RESULTS)
COMMENTS: Test hole excavated by A+ HOME SERVICES.
PERFORMED BY: PES. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC LLC (C.I. 1088)
RECORD DRAWINGS 45
PHONE (907) 748-820007 ALF�AX (907)ER, AK 9645-8201
DRAWN LAC KNIK HEIGHTS BLOCK D LOT 6
CHECKED ACP GEORGE A MORRIS
SITE: 12640 ATHERTON ROAD
SOILS LOG ANCHORAGE, AK 99516
...„
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a�even K: rannone : ,
' CE—B749
5s`U-:
REVISIONS
07/20/2023
KALE
1 " = 50'
'.I.D. NO
017-035-06
'ERMIT NO.
OSP231111
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MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP231111
Work Type: Septic Renewal
Tax Code Number: 01703506000
Site Legal Address: KNIK HEIGHTS BLK D LT 6 G:2836
Site Mailing Address: 12640 ATHERTON RD, Anchorage
Owner: MORRIS GEORGE A
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
��Z�cnt
Department
5/30/2023
5/29/2024
43500
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water 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
Special Provisions:
• A percolation test is required prior to construction of the absorption field, in the location shown on the site
plan. If results require a design change, construction shall stop pending approval of a change order.
Please submit results with the inspection report (or change order, if required).
may: _ -f-o
Issued By:
Date:
Date:
Ll V Ll l.J ll V C � ID A L � I! tl 011 /\ fl V C LI I! 0�1 /\ G Z -
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 017-035-06
Property owner(s) George A Morris
Mailing address
Site address 12640 Atherton Road
Day phone
Legal description (Sub's., Block & Lot) Knik Heights Block D Lot 6
Legal description (Township, Range & Section)
Lot Size 43,500 Sq. Ft. Number of Bedrooms 5
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption FieldX❑
Initial ❑
Single Family (SF) 191
Septic Tank
RI
Upgrade ❑
(w/wo ADU)
Holding Tank
❑
Renewal x❑
Duplex (D) El
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees:. -'4/q6- Waiver Fees:
Date of Payment: _ SAZ3, Z'� Date of Payment:
Receipt Number: 0272 yC, Receipt Number:
Permit No. QS P2� I l l ( Waiver No.
Permit App_::- : .' ., c;
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
Mailing: P.O. Box 1807, Palmer, AK 99645-1807
Telephone: (907) 745-8200 FAX: (907) 745-8201
DATE
Subject: Expired On-Site Water and Wastewater Permit
Permit Renewal Request
Permit Number: OSP221086
Legal Description: Knik Heights Block D Lot 6
This is a request to renew the permit for the above mentioned lot. All site conditions remain the same.
The construction still will not affect the health, safety, or development of the surrounding lots.
Sincerely,
Steven R. Pannone, PE, F. ASCE
Owner/Civil Engineer
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231111, Deb Wockenfuss, 05/30/23
MUNICIPALITY OF ANCHORAGE 1-,, CInt
On -Site Water &Wastewater Program �o�
PO Box 196650 4700 Elmore Roadie
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 n
http://www.muni.org/onsite v
Department
On -Site Wastewater Disposal System Permit
Permit Number: OSP221086 Effective Date: 5/12/2022
Work Type: Septic Upgrade Expiration Date: 5/12/2023
Tax Code Number: 01703506000
Site Legal Address: KNIK HEIGHTS BLK D LT 6 G:2836
Site Mailing Address: 12640 ATHERTON RD, Anchorage
Owner: MORRIS GEORGE A Lot Size in Sq Ft: 43500
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 5
This permit is for the construction of:
Q Disposal Field R1 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water 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
Special Provisions:
A percolation test is required prior to construction of the absorption field, inthe location shown on the site plan. If
results require a design change, constructionshall stop pending approval of a change order. Please submit
results withthe inspection report (or change order, if required).
Received By:
Issued By:
Date:
Date: _/�Z Z
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 017-035-06
Property owner(s) George A Morris
Day phone
Mailing address
Site address 12460 Atherton Road
Legal description (Sub'd., Block & Lot) Knik Heights Block D Lot 6
Legal description (Township, Range & Section)
Lot Size 43,500 Sq. Ft. Number ofT3edr6oms 5 -
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption FieldX❑
Initial ❑
Single Family (SF) X❑
Septic Tank
EXI
Upgrade n
(w/wo AD U)
Holding Tank
❑
Renewal ❑
Duplex (D) ❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
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.
nature or properly owner or autnonzeo agent)
Permit/Rush Fees: A5 q 5 Waiver Fees:
Date of Payment: 9 &Q&-2- Date of Payment:
Receipt Number: 00G 136 Receipt Number:
Permit No. 0.5P2ZI056 Waiver No.
Permit App__- ::' .. c:
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221086, Deb Wockenfuss, 05/12/22
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221086, Deb Wockenfuss, 05/12/22
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221086, Deb Wockenfuss, 05/12/22
�E
M
S17—
bi o we;/
b V)
Liz€ `�°
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----
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ZS= N — —
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I hereby certify that I have surveyed the following described property: Lo r- A 1 4 L
1-,I.1 E k i-1 C1 & H 7'-..S and that no encroacluents exist except as indicated.
Exclusion Note:
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 boundary or fence lines.
Dated at Anchorage, Alaska, this j.,' day of,_�,
CONTRACTING ENGINEERS & ASSOCIATES
212 E. International Airport Road
Anchorage, Alaska 99502
A S B I L "I'mo
Phone (907)562-2153
�ao•oo ov ocvc oa �nooa woeo '1
��? "a • • Dcnaici O. Saur o' t,
r� •e LS - 2233 P•`N; ."
Ufa r(/ o•0••eo 000 •lY
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8
Gr ~'ER ANCHORAGE AREA BOROt HEALTH DEPARTMENT
327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-251!
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
MAILING ~ ~,~ z~ ///~/2/
A D O R E S S ~/ff/~/~z~z'~',· /':~,~'"~, ~ ~ PHONE____
~/~ ~ ~- ~/~ .~.~z /~',~j /~/J//.4/ //~-'~'~/J~' f ~ ~r?,
LEGAL DESCRIPTION
SEPTIC TANK:
DISTANCE FROM WELL_
LIQUID CAPACITY r/~
NUMBER OF
GALLONS. INSIDE LENGIH l"~"~-~ INSIDE WIDTH
LIQUID
DEPTH ____
SEEPAGE SYSTEM:
NUMBER OF PITS·
LINING MATERIAL -~
NEAREST LOT LINE
// OUTSIDE DIAMETER ~'~-~ OR WIDTH /'~.~2 /~ LENGTH //~2' /, DEPTH
, BUILDING FOUNDATION~~) ",/~,, ~
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREAJ "~-~:::~ ~' SQ. FT.
TILE DRAIN FIELD: /~///'~
DISTANCE FROM WELL~~ . F~)flJNDA~CGN--~._~ _~. NEAREST LOT LINE
NUMBER OF LINES ~ DISTANCE BETWEEN LINES '"'"-~ TRENCH
WIDTH
ABSOR/EA SQ. FT. LENGTH OF EACH LINE
DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE
TOTAL LENGTH
OF LINES
IN. TOTAL EFFECTIVE
IN. ABOVE TILE__
WELL: TYPE ~./z~ , DEPTH /6'~ /
NEAREST ,~ SEPTIC
LOT LINE /~ /'~ , SEWER LINE /~ ,TANK
DISTANCE FROM (~z__. WATER
· BUILDING FOUNDATION. ,.,'"/~) SAMPLE .//u/~'s . NEAREST
,~:2 '~ SEEPAGE / OTHER
, SYSTEM ,//~' . CESSPOOL
DIAGRAM OF SYSTEM
DISTANCES: '-.,, -- UOL~
DATE
GREATER ANCHORAGE AREA BOROdGH
DEPARTMENT OF ENVIRONMENTAI- QUA/ITY
3500 TUDOR ROAD POUCH 6-650
ANCHORAGE, ALASKA 99502
TELEPHONE 279-8686
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
permit NO,//Y~.. ,~-
INSTALLATION OF: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH
SOIL TEST RESULTS
COMPLETION DATE ANTICIPATED-
SEEPAGE PIT ~ DRAIN FIELD , OTHER
/,~/.,~/ik;~z-~~' ~",.' /'~;~ d~/~i¢~7~ ~
NOTE= THIS PERMIT IS NOT VALID WITHOUT SOIL 'rest
FINAL INSPECTION= 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE ./.~.~,,~D TYPE ~'-~)/'V"~;'~..,~--/'~'~.~:~ SEEPAGE AREA SIZE '~;:~--J;~' TYPe
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT J O / ., DRAIN FIELD
seP'rlc TANK TO SEEPAGE Pit WALL J~'
SEPTIC TANK ..SEEPAGE PI'r ~'~ ~ {¢,DRAIN FIELD
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD //~) ¢'
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK, t'~'~'~ / SEEPAGE PIT __/
SEEPAGE PIT
, ALSO CONSIDER AREA WELLS.
SEEPAGE PIT
TO RIVER, LAKE, STREAM.
DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
HEALTH AUTHORITY
OR
LICENSED DESIGNER
DIAGRAM OF SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA ~3OROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAil3 CODE,
DATE "~,~]~ :/ APPL' CANT'S SIGNATURE
32? !;i',GL)] fL"REET ~---
/\NCflORA~:E~ :~,,,::,EA 99501
Performed For Don Saur
Deoth
I ] Over-burden
2.0 _j
'
Location Sketch
! )
Net Drop
~nsta~.,[,~t~on: beepa~e Pj.~ X Drain Fiel6
Depth Of" ' ,' 4.0 + '-' -
Test PemfoPmed BS,:.~,~1 ~mcan