HomeMy WebLinkAboutCHRISTOFFERSEN LT 23B
Permit Number:OSP261022
Tax Code Number:05110348000
Work Type:SepticTank Upgrade
Effective Date:
Design Engineer:
Site Legal Address:CHRISTOFFERSEN LT 23B G:1358
Owner:LUEDTKE CLARENCE G
Site Mailing Address:21112 OBERG RD, Chugiak
Lot Size in Sq Ft:44969
Total Bedrooms:4
This permit is for the construction of:
Disposal Field Septic Tank Holding Tank Privy
Non-Public
Water 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. Coodinate with On-Site staff regarding preferred method.
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
3/11/2026
3/11/2027
NORTH RIM ENGINEERING
Special Provisions: Confirm separation between the well and neighboring septic systems meets required
distances.
Expiration Date:
¨þ ¨¨¨¨
Issued To:
Issued By:
Date:
Date:
3/11/2026
3/11/2026
NORTH RIM ENGINEERING
Isatou B Njie
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
SteveEng.com Christoffersen L23B
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: The current septic tank has failed- the field still functions.
Replace septic tank near same location, decommission old tank per UPC. This lot is near
an acre in size and on a well. Separation measurements to be made prior to construction.
No adverse impacts are expected from tank replacement. Easement depicted on the lot.
The slope is flat in the area of the septic system. No conflicts to neighbor properties.
Relocating the septic tank to the current location is the best option.
Specification Requirements: All components and work must comply with the
Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water
Regulations and Wastewater Regulations.
New 1250 gallon minimum, MOA-approved septic tank. Watertight couplings on
inlet & outlet.
5 minimum between the tank and trench. 5 to property lines & 10 to house.
4 of cover or insulation is required for tank; an equivalent of 1 insulation for 1 foot
soil cover. Tank & solid pipe must be set on well compacted, stable soil.
No large rocks for tank bedding. Plastic/fiberglass tanks require special bedding per
MOA- sand or pea gravel.
4 diameter cleanouts with airtight caps are required 1 to 4 from foundation wall,
prior to any 90 degree bend in 4 inch line, in 2 nd tank compartment, and two adjacent
opposing cleanouts between the tank and the absorption field, not more than 10 from
the tank positioned to provide cleanout access towards the tank and towards the
absorption field. Manhole Riser required in 1 st tank compartment.
All cleanouts must extend to at least ground level.
In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron.
Insulation must be placed over any pipe installed under driveways or parking areas.
Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789,
ABS ASTM D2661,
Sewer Service Line is minimum 2% slope.
Septic Tank to be pumped every two years or when required.
Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal)
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261022, Isatou Njie, 03/11/26
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261022, Isatou Njie, 03/11/26
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261022, Isatou Njie, 03/11/26
Municipality of Anchorage Page ( of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: "~'~-~'.~ ~)~'"~ PID Number: ~)~i I
~~~ . ~t~ ~-. ~U~~astewatersystem: ~ew ~Upgrade
~:~~ ~ t ~~ ABSORPTION FIELD
Phone~ ~ ~ ~ 1No. of ~ooms: ~ Deep Trench ~ Shallow Trench ~Bed', Mound ~ Other
~otal Depth from original grade:.
LEGAL DESCRIPTION SoilRating: ~'~PD/Sq. Ft. ~~~
Lot: ~~ Block:~~ J~~~~Subdivisi°n: ~ Depth to pipe bottom from original~.~gra~e: Ft~ Gravel depth beneath pipe ~.~( Ft.
Township: [Range: Ise~"on: Fill added above original ~d~/ Gravel length:
WELL: ~New ~ Upgrade G~e~h:~*~.~ Ft. Ft.
ication(Prwate, A.B,C): Total Depth: Cased To: Total absorption area: ~ipe material:~,~ ~~
Driller: Date Drilled: Static Water Level:F,. ~~[¢~ ~ Date instal~ . ~.
Yield: OPM [ Pump Set at: F, ICasing Height AbOve GrOund:F,. TANK
SEPARATION DISTANCES ~ s.pt~ ~ Ho,din~
TO Septic Absorphon Lift Holding ~ublic/Private Manufacturer: Capacity in gallons:
From Tank Field Station Tank SewerL,nes ~~~~ .
Malarial: Number of uompartments:
w~,, I~1/ I1~' - ~ ~'~ ~~
Surface
Water I~f~ IDo~ ~ ~ LIFT STATION
Lot ~
Foundation ~ (~ I ~ ~ / 'Pump on" level at: ~ "P~mp. off" level at: High water, alarm at:
Pump Make & Model ~ Electrical Inspections performed by:
Curtain ~~ ~ ~ -
Drain ~
Remarks:~¢~ I~~~ ~¢¢~ BENCH MARK
Location and Description:
Assumed Elevation:
EN61N~J[
~II
170~ ~lI River Leap ReI~, Ne. ~
Inspections performed by: E,;i, ~;,-~. AI;;~= ~5~ Dates: 1st ~'~'~~~~~'""
2nd ~-~ ~
Department of Heal~ a~d Human Services approval ~':~"'-'l-~--"-...,.-..;v~"
Reviewed and approved by: Date:/~--/2 -~Z ~ROFESSt~
72-013 (Rev. 9/91) MOA 25
Permit. No.'~V-~ I ~~)
Page of
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description:~-~i~l""~ '~------'~~' ~ ~ ?"~:~ PID No.: ~--~t I ~--~ .z~
72-013 A (Rev, 9/91) MOA 25
by
DOC Co. dba
SULLIVAN WATER WELLS
P.O. BOX 670272, CHUGIAK, ALASKA 99567 ,, TELEPHONE 688-2759
OWNER OF LAND ~._..c. ~ ~ i~ ,~,~ :,2
ADDRESS
/-' ~;~F' r~ 7 DEPTH OF WELL z /
LEGAL DESCRIPTION
DATE - Started
PERMIT NUMBER
STATIC LEVEL OF WATER FT.
DRAW DOWN FT.
GALS. PER HR
KIND OF CASING
KIND OF FORMATION:
From ... Ft. to ~ Ft.
From ,~. Ft. to '"';~ Ft.
From ~:¢ Ft. to t',' Ft.
From I ", Ft. to ! Ft.
From ~'/ Ft. to ~'~ Ft.
From :~'$' Ft. to '7 / . Ft.
From_ "7 i' Ft. to ~' c~ Ft.
From '-] ~'/ Ft. to./> ~'~ Ft.
From? ' : Ft. to ._
From Ft. to
From__Ft. to Ft.
From-- Ft. to Ft.
From Ft. to Ft,
From Ft. to Ft.
From Ft. to Ft.
From Ft. to Ft.
From__.Ft. to___Ft.
__~' dff_ From
.... ~.J From
O' fl ;- .,~/~] '/~ From
From
t4-j ~ ~ From
From
L'; (~,)~c- From
' , ,~t:.l~'~ From
icc - From
Ft. to__ Ft.
Ft, to__Ft.
Ft. to Ft.
Ft. to . Ft
Ft. to Ft,
Ft. to Ft.
Ft. to Ft.
Ft. to Ft.
Ft. to Ft.
.Ft. to Ft.
From Ft. to Ft.
From Ft. to Ft.
From Ft. to Ft
E Ix/E,Do
From FL to Ft.
~rEomp ~ 3 19~to Ft.
Niu,-.caoaiity of An~orage
Dapt. H~~~tS~'vioe8 Ft.
MISCL. INFORMATION:
DRILLER'S NAME
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF 1
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW910240
DESIGN ENGINEER:S & S ENGINEERS
OWNER NAME:LUEDTKE CLARENCE G & GAIL L
OWNER ADDRESS:PO BOX 101873
ANCHORAGE, AK 99510
DATE ISSUED: 8/15/91
EXPIRATION DATE: 8/15/92
PARCEL ID:05110348
LEGAL DESCRIPTION: CHRISTOFFERSEN LT 23B
SEC 9, T15N, R1W, SM
LOT SIZE: 44969 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT:
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD / WELL SYSTEM
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 (iSAACS0).
3. THE FOLLOWING SPECIAL PROVISIONS.
DATE:
DATE:
ROBERT SHAFER, P.E.
ROGER SHAFER, P.E.
August 12, 1991
CIVIL ENGINEERS
(907) 694-2979
FAX 694-1211
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOIL TEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
WASTE WATER
DISPOSAL SYSTEM
DESIGN
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 L Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
REFERENCE: Lot 23B; Christoph~r~on Subdivision;
R~quest you issue a permit to drill a w~l and in, tall a septic system
on the referenced property.
During the te~t hole groundwater monitoring we found water at 6 ft.
b~ow th~ grou~ ~urfac~. D~ ~ ~ ~ow groun~ d~p~ ~
propos~ ~ ins~~on of a mounded ab~orp~on b~d w~h a 1500
g~o~ s~p~c tank ~ff~ p~ping ~y~t~.
Although the proposed w~ll location will limit the ar~a on the adjacent
property for a septic upgrade, we fe~l the r~maining ar~a will allow
sufficient room for at l~ast one more upgrade.
If you have any questions or require additional information for your
review, please co~c~act us.
Sincerely,
ROGER J. SHAFER, P.E.
RJS/ m
17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
SCALE
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION:
1
4
5
6
7
8
9
¢_..~¢¢d,~,-~o¢~'.'l~:)wnship, Range, Section: "~'1~ LAN~~ ~------~ ,~
' SLOPE SITE tp t
10
11
12
13
14
15
16
17
18
19
20
WAS GROUND WATER ~__.~
ENCOUNTERED?
S
I L
IF YES, AT WHAT ( /~ O
DEPTH? ~" P
E
Deplh to Waler Alter i
Moniloring? ~ Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND "~ FT
COMMENTS
PERFORMED BY: ¢~ & s ~:N61HliERIN6 , .i---,=~ /~ ~ ~..~ t CERTIFY THAT THIS TEST WAS PERFORMED IN
17034 Eag~ R~ L~p R~d No. 2~ N ~ V ~-~-~ I
ACCORDANCE WITH A~STA~ ~D~C~IDELINES IN EFFECT ON THIS DATE. DATE:
~gle KIV~, AlaSKa ~s /
72-~8 (Rev. 4~85)
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, ALaska 99502-0650
SOILS LOG -- PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
~.;.~r.~_7~lcl~('~wnship, Range, Section: .'~ ~-t~ ] ~.~b.3
SLOPE SITE PLAN
ENCOUNTERED?
S
IF YES, AT WHAT ~ ~)
DEPTH? ~ p
Depth t0 Waler After
Monitoring?
Gross Net Depth to Net
Reading Date Time Time Water Drop
'5 \ ~ '. ~ . ~ ~ I~' ~ "l~
PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN __ FT AND __ FT
COMMENTS
PERFORMED BY: S & S ENGINEERING I ~ /~~ -
17034 Eagle Ri~er Loop Road No. 2fl
ACCORDANCE WlTl~a~jJ~ '~1'~'~4/~,I~:)$~iJ~L GUIDELINES IN EFFECT CN THIS DATE.
72-008 (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE: ~)"1~ 1
SCALE
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8--
9
10
11
12
13
14
15
16
17
18
19
2O
Township, Range, Section:
SLOPE
I'~
w~s ~ou~ W~E~
IF YES, AT WHAT
O
DEPTH?
Depth Io Water Alter,~-~ /
Monitoring?
7-o--,'o / ~,'
JSITE PLAN ;,~O/
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE __
(minutes/inch) PERC HOLE DIAMETER __
TEST RUN BETWEEN __ FTAND __
COMMENTS ,d~, :,-o,~/,~, ~..Y-~/~ , ,~/~//~ d
PERFORMED ~:,~L~ ~l~
ACCORDANCE WITH ~L OTA~~NICIPAL GUIDELI ON THIS DATE.
FT
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE: ~ ~ I f'~ ~ ~ j--
72-008 (Rev. 4/85)
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