HomeMy WebLinkAboutMCMAHON #2 BLK 7 LT 5
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page of
ON -SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP261150 PID Number: 017-361-21
Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade
Name
JUDITH M OLIVE
ABSORPTION FIELD
® Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
3700 KUTCHER DRIVE, ANCHORAGE
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
4
1.0 GPD/SF
10 — 11.5 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
1.7 — 3.2 Ft.
Gravel depth beneath pipe
8.3 Ft.
Subdivision Block Lot
MCMAHON #2 7 5
Fill added above original grade
VARIES 0.8' - 0.9' SEE DWG Ft.
Gravel length
45 Ft.
Township Range Section
Gravel width
2 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic Absorption Holding j Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Lift Station
Tank '', Field Tank ! Line
747 Ft2
1
NA Ft,
Well
100'+ 1 QQ'+ 25'+
TANK ® Septic ❑ S.T.E.P. El Holding El Other
Manufacturer
GREER
Capacity
1250 Gal.
Surface water
100'+ 100'+
Material
HDPE
Number of compartments
2
Lot Line
5'+ 10'+ NA
Foundation
10'+ 10'+ 1
LIFT STATION
Manufacturer
Capacity
Gal.
Remarks DEEP -BURIAL SEPTIC TANK. ED IN REC
SOILS & ALL SEPARATIONS MET. SEE DWG.
Alarm location
Electrical installed by
Installer MIKE N ANDESON, PE
PIPE MATERIAL House to tank 3034 Tank to 3034
._....._.... grainfield _
Draintield 3034 Co/MT 3034
Inspector FWC
BENCH MARK (Assumed elevation) 100 ft
Inspeectio 15 7/7/2026 2nd 7/8/2026
Location and description
3`d 7/8/26 4" 7/10/26
CORNER OF SIDING
ON -SITE WATER AND WASTEWATER SECTION APPROVAL
..�_ SOF / '� k
�'•/�!9��1�
Conditional Approval: Date
Septic System
Approved
Curtis Huffman
ar
-
2
CL Date 7 (7 L E,
�'•.
F CE 128991 .• `� /
eVI�'l�c' • 07/10/26. • �v�i
FOpRaFESS10�a
OFESSO�
Note: this approval does not include well permit requirements.
\
(Kev Ub/U2/16)
PID:017-361-21 PERMIT:OSP261150
FIRST WATER CONSULTING
MCMAHON #2 BLOCK 7, LOT 5
W/CAP
I
30'
I
1
1
1
�G
36.0'
N
N iy�
2-STORY
FRAME 7.2'
7.2' HOUSE
w
w o
0 0
o -
21.4'
0
z
0
DECK m
m,
RETAINING WALL
\D�RIVEWAY
DING DETAIL
SEEBUILDING
DETAILTILITY N
POLE I J \ 6> XX
O
FENCE 21.1'
GARAGE
LOT 5
00oFN \ 40,000 sq. ft.
LOT 9 2\T \
�o
I �
SEPTIC
MANHOLE
SEPTIC
STANDPIPES jx x
x x
0 25' 50,
LOT 8
EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE
RECORDED SUBDIVISION PLAT (72-87) ARE NOT SHOWN HEREON.
THIS DOCUMENT DOES NOT CONSTITUTE BOUNDARY SURVEY AND
IS SUBJECT TO ANY INACCURACIES THATA SUBSEQUENT
BOUNDARY SURVEY MAY DISCLOSE.
UNDER NO CIRCUMSTANCES SHOULD ANY OF THE DATA HEREON BE
USED FOR CONSTRUCTION OF FENCES, IMPROVEMENTS, OR FOR
ESTABLISHING PROPERTY BOUNDARIES.
THIS SURVEY REPRESENTS A MORTGAGE LOCATION SURVEY
PREPARED IN ACCORDANCE WITH THE ASPLS MORTGAGE LOCATION
SURVEY STANDARDS.
THIS MORTGAGE LOCATION SURVEY SHOULD ONLY BE USED FOR A SINGLE PROPERTY
TRANSACTION. RE -USE OF THIS DRAWING BY THE ORIGINAL CLIENT OR BY OTHERS, FOR
ADDITIONAL USES ATA LATER DATE WITHOUT EXPRESS CONSENT OF THE SURVEYOR IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. UNLESS GROSS NEGLIGENCE IS DISCOVERED,
THE LIABILITY EXTENT OF THE PREPARER SHALL BE LIMITED TO THE AMOUNT OF FEES
COLLECTED FOR SERVICES IN PREPARATION OF THIS PRODUCT.
UTILITY
PEDESTAL
�O
REBAR
t.•
>\N
LOT 6
AS -BUILT
ill =20'
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
FOLLOWING DESCRIBED PROPERTY:
LOT 5, BLOCK 7, McMAHON SUBDIVISION ADDITION No. 2
ANCHORAGE RECORDING DISTRICT, ALASKAAND THAT
THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE
WITHIN THE PROPERTY LINES AND NO VISIBLE
ENCROACHMENTS EXIST EXCEPTAS INDICATED.
DATED THIS 10th DAY OF JULY, 2026, AT ANCHORAGE,
ALASKA.
FIXED HEIGHT, LLC C.O.A.122554
Land Surveying Services WWW.FIXEDHEIGHT.COM
600 W 41 st. Ave, Ste. C, Anchorage, AK 99503 907.290.8949
JOB # 26152 I NO CORNERS SET THIS DATE I SCALE 1" = 50'
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
poBox 1o6eno *rooElmore Road
Anchorage, Alaska yos19-ossV Phone: -7e04 Fax: (en7)343-ruo7
On -Site Wastewater Disposal System Permit
Permit Number: OSP261150
Work Type: Septic Upgrade
Tax Code Number: 01736121000
Site Legal Address: N1CyWAHON#2BLK 7 L 5 G:2835
Site Mailing Address: 37OUKUTCHERDR, Anchorage
Owner: OLIVE JUDITH M
Design Engineer: FIRST WATER CONSULTING
This permit is for the construction of:
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
S/29/2026
G/29/2027
Non -Public
� Disposal Field 2 Septic Tank El Holding Tank El Privy El Water Well 1771 Water Storage
All construction shall bminaccordance 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
VVaohmwmbmr Disposal Regulations (18AAC72)and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notifyth Development
Services Department per AMC 15.65. Coudinmbavvith On -Site staff regarding preferred method.
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall beeither:
a. Opened and Closed onthe same day, or
b. Covered, sealed, and heated to prevent freezing
Issued To: FIRST WATER CONSULTING
Issued By: ISatou BKjie
Date: 7U/2026
: 7/1/2026___
3
MUNICIPALITY OF
Development Services Department
On -Site Water & Wastewater Section
Parcel 1. D. 017-361-21
ANCHORAGE
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Property owner(s) JUDITH OLIVE
Day phone
Mailing address 3700 KUTCHER DRIVE, ANCHORAGE, AK 99516
Site address 3700 KUTCHER DRIVE, ANCHORAGE, AK 99516
Legal description MCMAHON #2 BLOCK 7, LOT 5
Number of Bedrooms 3
Engineering Firm FIRST WATER CONSULTING
Building Permit Number
Not Applicable ■❑
APPLICATION IS FOR: APPLICATION IS AN:
(® all that apply)
Disposal Field
PqInitial ❑
Septic Tank
0 Upgrade Fx_1
Holding Tank
❑ Renewal ❑
Privy
❑
Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Permit/Rush Fees: 1 Waiver Fees: _
Date of Payment: Co 4 3 Date of Payment:
Permit No. C z L f Waiver No.
May 2025
Phone: 907-343-7904
Distance:
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / FirstWaterAK@gmail.com
!
!!
June 26, 2026
Municipality of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: SEPTIC SYSTEM UPGRADE PERMIT
LEGAL: MCMAHON #2 BLOCK 7, LOT 5
The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic tank and
log crib absorption field on the above referenced lot. We propose to install a 1000-gallon deep-burial
HDPE tank combined with a deep trench per the attached design to serve the existing 3-bedroom
residence. We would recommend a 1500-gallon HDPE tank be installed for current functionality and
future consideration or flexibility.
No groundwater was noted in the MOA on-site file or encountered from the recently conducted test hole
(TH26-1) in June, 2026, but if groundwater is encountered during installation an epoxy coated steel septic
tank or other action may be required. The slopes are moderate at 7-12% at the proposed absorption field
location.
Due to the very limited area and the unknown extent of the crib, waiver to the edge of the crib of no more
than a 10’ separation and an undetermined distance waiver to the property line may be needed but are
unknown at this time. A field to crib waiver would be justified with these filtrating sandy soils and any
potential effluent transference or interaction would be negligible between the existing old crib and
proposed field. Also, a property line separation reduction would be justified because no adjacent septic
systems exist on the opposite side of the property lines. If any waivers are determined to be needed, the
MOA will be contacted for approval.
The lot and area are served by private water and any encroaching wells, property lines, easements, …
must be staked prior to construction. The design will not impact any of the neighboring properties. Please
contact us if you have any questions.
Sincerely,
Curtis Huffman, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261150, Isatou Njie, 06/29/26
UTILITY
PEDESTAL
REBAR
W/CAP
S
5
9
°
0
0
'
00
"
E
2
4
0
.
7
4
'
N 2
6
°
3
0
'
0
3
"
E
1
2
1
.
9
1
'
S 26
°
3
0
'
0
3
"
W
2
6
7
.
7
5
'
A
3
0
1
.
4
7
'
R
3
3
0
.
0
0
'
GARAGE REBAR
O
V
E
R
H
E
A
D
U
T
I
LI
T
Y
L
IN
E
30'
K
U
T
C
H
E
R
D
R
I
V
E
2
6
.
0
'
21.1'
2
6
.
0
'
21 .1'
ASPHALT
DRIVEWAY
WELL
FIRST WATER CONSULTING
DESIGN CALCS:
NO WELLS WITHIN
100' OF PROPOSED
SEPTIC SYSTEM
NO SLOPES >25% WITHIN 50'
OF PROPOSED FIELD.
NOTE: STAKE WELL RADII, PL, ESMT
OR ANY NEEDED SEPARATIONS
PRIOR TO CONSTRUCTION
MCMAHON #2 BLOCK 7, LOT 5
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261150, Isatou Njie, 06/29/26
FIRST WATER CONSULTING
MCMAHON #2 BLOCK 7, LOT 5
DESIGN DETAILS:
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261150, Isatou Njie, 06/29/26
3030 Sues Way - Anchorage, Alaska 99516
Tel. 907-350-9566 firstwaterAK@gmail.com
SOILS LOG - PERCOLATION TEST
LEGAL : MCMAHON #2 B7, L5
PERFORMED BY: FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 6/25/2026
DEPTH
FEET OG
SOILS
1
2
ORG/OL
3
4
5
6
SM/sp
7
8
9
10
11
12
13
14
15
16
17
BOH
18
19
20
Reading Date Gross
Time
Net Time Depth to
Water
Net Drop
6/25/26 10 min 6” 3 14/16”
“ 6” 3 13 /16”
“ 6” 3 12/16”
“ 6” 3 11/16”
“ 6” 3 12/16”
“ 6” 3 11/16”
PERCOLATION RATE 3 (MIN / INCH)
TEST RUN BEWTWEEN 3 & 4 FT
PERC HOLE DIAMETER 6”
PRE-SOAKED PRIOR TO TEST & ALL READINGS TO
THE 1/16TH.
GROUND WATER ENCOUNTERED: NO
IF YES, AT WHAT DEPTH: NA
DEPTH TO WATER AT MONITORING: DRY
DATE: 6/25/2026
TESTHOLE # 26-1 DATE PERFORMED: 06/18/2026
SEE SITE PLAN FOR SLOPE & LOCATION
COMMENTS:
VERIFY GROUNDWATER MT
AT TIME OF CONSTRUCTION
PERFORMED FOR: JUDITH OLIVE
06/25/26
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261150, Isatou Njie, 06/29/26
W/CAP
SEPTIC
STANDPIPES
4 Y�
I
30'
I
1
1
1
SEE
BUILDING
DETAIL
�G
o 36
.0'
2 -STORY
FRAME
wo0-
7
.N2iy'
7.2' HOUSE
21.4' �
0z0
DECK
RETAINING WALL
BUILDING DETAIL
00,
Amm
'
,
x
'TILITY
I �
POLE \I TXii X
\J
FENCE 2
�o�FRny2GA\R
A'
LG
E
LOTNOO
5
00o 40,000 s�
q
.
ft.
LOT 9 o
0 25' 50'
LOT 8
EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE
RECORDED SUBDIVISION PLAT (72-87) ARE NOT SHOWN HEREON.
THIS DOCUMENT DOES NOT CONSTITUTE BOUNDARY SURVEY AND
IS SUBJECT TO ANY INACCURACIES THATA SUBSEQUENT
BOUNDARY SURVEY MAY DISCLOSE.
UNDER NO CIRCUMSTANCES SHOULD ANY OF THE DATA HEREON BE
USED FOR CONSTRUCTION OF FENCES, IMPROVEMENTS, OR FOR
ESTABLISHING PROPERTY BOUNDARIES.
THIS SURVEY REPRESENTS A MORTGAGE LOCATION SURVEY
PREPARED IN ACCORDANCE WITH THE ASPLS MORTGAGE LOCATION
SURVEY STANDARDS.
THIS MORTGAGE LOCATION SURVEY SHOULD ONLY BE USED FOR A SINGLE PROPERTY
TRANSACTION. RE -USE OF THIS DRAWING BY THE ORIGINAL CLIENT OR BY OTHERS, FOR
ADDITIONAL USES ATA LATER DATE WITHOUT EXPRESS CONSENT OF THE SURVEYOR ISA
VIOLATION OF FEDERAL COPYRIGHT LAW. UNLESS GROSS NEGLIGENCE IS DISCOVERED,
THE LIABILITY EXTENT OF THE PREPARER SHALL BE LIMITED TO THE AMOUNT OF FEES
COLLECTED FOR SERVICES IN PREPARATION OF THIS PRODUCT.
JOB # 26152 I NO CORNERS SET THIS DATE I SCALE 1" = 50'
UTILITY
PEDESTAL
�O
REBAR
t.•
>\N
LOT 6
1"=20'
AS -BUILT
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
FOLLOWING DESCRIBED PROPERTY:
LOT 5, BLOCK 7, McMAHON SUBDIVISION ADDITION No. 2
ANCHORAGE RECORDING DISTRICT, ALASKAAND THAT
THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE
WITHIN THE PROPERTY LINES AND NO VISIBLE
ENCROACHMENTS EXIST EXCEPTAS INDICATED.
DATED THIS 9th DAY OF JUNE, 2026, ATANCHORAGE,
ALASKA.
FIXED HEIGHT, LLC C.O.A.122554
Land Surveying Services WWW.FIXEDHEIGHT.COM
600 W 41 st. Ave, Ste. C, Anchorage, AK 99503 907.290.8949
Municipality of Anchorage Page
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: .Sk/~OO85 PIDNumber: 0173~12--I
Name:
JUDITH O/-[¢F Wastewater System: [] New [] Upgrade.
Address:
3700 I<u-rc~ bR. , ,4~¢~ ,~ffst~. ABSORPTION FIELD£xi~w~v(.,
No, of Bedrooms:
Pho,~e~_~.~. - 02 '~3 3 [] Deep Trench [] Shallow Trench [] Bed [] Mound [] Other
LEGAL DESCRIPTION sci, Rating: Total Depth from original grade:
GPO/Sq. Ft.
Township:j2 ~I~ Range: ~ ~ Sectio~ Fill added above original grade: Ft. Gravel length: Ft.
WELL: EXIST/N~ New ~ Upgrade Gravel width: Numberof lines: Distancebetwee. lines:
Ft. - - Ft.
Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material:
Ft. Ft. SQ. Ft.
Driller: Date Drilled: Static Water Level: Installer:
Yield: GPM Pump Set at: F. Casing Height Above Ground:Ft. TANK
SEPARATION DISTANCES ~Septic B Holding U S.T.E.P.
To Seplic Absorplion LiH Holding Public/PrNate Manufacturer: Capacity in gallo~:
Crom Tank Field Station Tank S .... lines ~ ~C ~0~ ~E
Well I O 8 f ~ I O' ~ ~ ¢01 Material: STEEL Number of Comp~tments;
Surface
Water >lOO' >~oo' -- -- >/oo' LIFT STATION
Lot Size in gallons: Manufacturer:
Foundation ~ ~ I ~ ~ ~ O "Pump on" level at: "Pump off" level at: I High water alarm at:
CurtainDrain ~ ~ ~ ~ ~ Pump Make & Modal Electrical Inspections performed by:
BENCH MARK
Location and Description:
I Assumed Elevation:
ENGINEER'S SEAL
Inspections performed by: F~A~OP ~c~ ~e~ Dates: ~st
Department of .ea~nd .umCServices appro?al,
72-013 (Rev. 9/91) MOA 25 &~'~i~ ¢
P~rmit No. ..~L~, fl'5OO3'~ Page ,Z of. 3
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
LegalDescription: ~-oT ~ ~LK 7, ~c/~/I/-/or,/ '~Z PIDNo.: 01"15~12.1
79-013 A (Rev, 9/91) MOA 25
X
~ ~/ELL
j"=$O~
ENGINEER'S SEAL
~.~*% CE-3589
~ttS~ Technical Se~ic~ ~.... ..,
~~4530 Echo Street ~ ~-- '"'."'
~c~oraae, AlaS~ 99S1R
Permit No. <;W cl~ 00~3
Page :3 ' of ~
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: LoT S~ ~LI< 7¢ ~¢/v/A~/o~'/ '~Z
PID No.: 01'73(~121.
72-013 A (Rev. 9/91) MOA 25
I
tuv~r q$.S
U,' ~- R T'. f C At.~.: I'~,,=,.~'l-o1~
NO FFOR r"Z.
~_att6~5 Techfi[cal Services
14530 Echo Street
/~ichorage, Alaska 99516
ENGINEER'S SEAL
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 ~"L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW930083
DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES
OWNER NAME:OLIVE JUDITH M
OWNER ADDRESS:3700 KUTCHER DR
ANCHORAGE, ALASKA 99516
DATE ISSUED: 5/04/93
EXPIRATION DATE: 5/04/94
PARCEL ID:01736121
LEGAL DESCRIPTION: MCMAHON #2 BLK 7 LT 5
LOT SIZE: 40000 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
SEPTIC TANK 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 (iSAAC80).
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4329 OR 343-4681 AFTER BUSINESS HOURS
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVEDBY: ~"~~--~--
DATE:
DATE:
S ~--?Tt c
X
I-OT ~
~ oT ,.q
S~LT
'l -~° Flattop Technical Services
14530 Echo Street
Anchorage, Alaska 99516
5--~PT[C TtIN~
5 [T~
14 5uR~' ~y~o
GRt?-- ?ER ANCHORAGE AREA
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION O~¥\~r~', ~.~
MAILING ADDRESS <~ ~(.k>.~F~ ~ Lt~.~.~ ~,~, PHONE~L~- q~ ~%~'
SEPTIC TANK:
DISTANCE
FROM WELL ,~ G
INSIDE LENGTH
MANUFACTURER~Ok
NUMBER OF
COMPARTMENTS
INSIDE WIDTH ~ LIQUID DEPTH - LIQUID CAPACITY ~OC) O GALLONS.
SEEPAGE PIT:
NUMBER OF PITS ~ DIAMETER ~g'~ OR WIDTH
LINING MATERIAL[O~ C91~ CRIB SIZE: DIAMETER<~
BUILDING FOUNDATION__., NEAREST LOT LINE '~0'~- .
ADDITIONAL ABSORPTION
LENGTH--, DEPTH Iq !
DEPTH {~ ! DISTANCE FROM: WELL~
TOTAL EFFECTIVE
ABSORPTION AREA (WALL AREA)
SQ. FT.
WELL:
TYPE DY" V I~J¢~ (~ ~"i/¢~¢) CONSTRUCTION
BUILDING ~ i NEAREST
FOUNDATION 50
_ , LOT LINE I ~1~
CESSPOOL OTHER SOURCES
NEAREST
SEWER LINE
APPROVED DISAPPROVED REMARKS
DEPTH
SEPTIC
TANK
DISTANCE FROM:
SEEPAGE
SYSTEM lDO !
DISTANC ES~<~ L OXcX.) ~
DIAGRAM OF SYSTEM
INSTALLED BY: ~tl~3
PIPE MATERIAL: ,~,~\
LOT SLOPE:I~C~
Form No. LQ-031
APPROVED ~_~'~ ~ ~ ~ K~
G.A.A.B.
NAME Of APPLICANT
GREATER ANCHORAGE AREA BorouGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-456!
PERMIT NO,
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
INSTALLATION LOCATION
INSTALLATION OF: SEPTIC TANK
FINANCED THROUGH TO SE INSTALLED
~Oil TEST .eSULTS -- ~00 /
OTHER .
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL,
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCES, REQUIREMENTS
/
FOUNDATION TO SEPTIC TANK ~
., DRAIN FIELD
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE Pit Wall
TO NEAREST LOT LINE.
WELL TO SEPtiC TANK J~)~/ SEEPAGE Pit
DRAIN FIELD ALSO CONSIDER Area ~/ELLS.
WATER MAIN TO SEPTIC TANK /~) , SEEPAGE Pit
DRAIN FIELD
TO RIVER, LAKE, STREAM.
DRAIN FIELD
CAST IRON INTO_AN_B____OJ~T~OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET Ih~T~JJNDJS~U~BED SOIL·
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE Pit
FITTED WITH Airtight REMOVABLE CAPS.
GRAVEl. BA(~KPILL
CONFORM TO bOROUGH REGULATIONS REGARDING INSTALLATION.
LICENSED D
DIAGRAM OF SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA bOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
~ ESGRI B ED SYSTE MIS IN ACCO RDANCE WITH Sal D CO DE.
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
pERMIT NO.
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
SOil TEST RESULTS '~/~ ~ f~ '~'~(~/~ NOTE, THIS PERMIT 1S NOT VALID WITHOUT SOIL
FINAL INSPECTION: 24 HOUR NOT~CE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
OI~R~ 0~ SYSTEM
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEEPAGE P~T
SEPTIC TANK TO SEEPAGE Pit WALL
TO NEAREST LOT LINE.
WELL TO SEPTIC tan:< ~'~ SEEPAGE
Drain FIELD
SEEPAGE PIt
DRAIN FIELD
SEPTIC TANK, '~ , SEEPAGE Pit /~ DRAIN FIELD
, DRAIN FIELD
DRAIN FIELD "~ /
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 PEET iNTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
BAC~F~ ,'
~.M TO BOR~LLG~'RegUlAtlONS REGARDING iNSTALLATION.
OR
LICENSED DESIGNER
I CERTIFY THAT I AM FAMILIAR WITH THE REQUireMENTS OF GREATER ANCHORAGE AREA bOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. i~/~ ~/ ~
DAte 6 APPLICANT'S S,G.ATU.E
/'/
GR~X.ER ANCHORAGE AREA BOROUGH?~
DEPA~ ]NT OF ENV1RON~4ENTAL QUAL
3500 TUDOR ROAD
ANCHORAGE, ALASKA 99502
CASE
Performed For JackOlive
Legal Description:- Lot.5 Block
This Form Reports Soils L6'g'
Date Performed May 9, 1973
7 Subdivision Mc. Mahan
XX 'Percol a'tion Test
Depth
Feet
2
4,
6~
8~
I0'
12
Soil Characteristics
Brown clayey silt (ML) ~? 7 >/
Brown sandy gravel (GW)
Gray silty Sand (SM)
Gray Sand (SP)
Was Ground Water
If Yes, At What
Date
Reading
Encou
Depth?
tered? No
Gross Time Net Time Depth to
H20 '['
Net Drop
"P'ercolation Rate
Proposed Installation:
Depth Of Inlet
Minute
Seepage Pit xx Drain Field
Depth To Bottom Of Pit Or
COMMENTS:,210 sq.ftofdraina~eareais r~quired per bedroom.
Trench
~ rfo rmed
Carlisle Data
Alaska Mineral & Materials Lab, fnc
Certif"fed By: ~x~z~A~lg,.
Date: May % t973
MUNICIPALITY OF ANCHORAGE
Aw
Development Services Department Phone: (907)343-7904
On -Site Water & Wastewater Section Fax: (907)343-7997
Parcel ID 017-361-21
Certificate of On -Site Systems Approval
OSC261252
Expiration Date
Legal description MCMAHON #2 BLK 7 LT 5
Site address 3700 KUTCHER DR
Current property owner(s) OLIVE JUDITH M
X The On -site system(s) is/are approved for 4 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or conditions:
No comments
/ I � R NIT�"fin S
By: Curtis Townsend
Original Certificate Date: 7/17/2026
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage,
Development Service Department (DSD) issues COSAs based upon representations provided by an
independent professional engineer. The Municipality of Anchorage is not responsible for errors or
omissions in the professional engineer's submittal.
ATTACHMENTS:
COSA Checklist X
Absorption Field Advisory
Tank Age Advisory
Other
Well Flow Advisory
Nitrate Advisory X
Arsenic Advisory
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax. 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 017-361-21
Complete legal description
MCMAHON #2 BLOCK 7, LOT 5
Location (site address) 3700 KUTCHER DRIVE, ANCHORAGE, AK 995116
Current property owner(s) JUDITH M OLIVE
2. ON -SITE SYSTEMS SIZED FOR 4 BEDROOMS
Day phone
3. TYPE OF WATER SUPPLY: ■❑ Private Well serving # 1 dwelling units
❑ Other Non-public well as regulated by MOA ❑ Water Storage
❑ Community Well or Public
4. TYPE OF WASTEWATER DISPOSAL: ❑■ Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ❑ Steel ❑■ Plastic ❑ Concrete ❑ Fiberglass
Age NEW - See advisory if steel or fiberglass older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed Deep Trench ❑ Wide Trench ❑ Seepage Pit
Waiver request for:
Expedited review requested: ❑
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On -site staff
to verify the accuracy of the information provided.
COSA Fee $ ) V o Waiver Fee $
Date of Payment' jl� ZG Date of Payment
COSA # Waiver #
COSA Application_Apr2025.doc
COSA Checklist.docx
COSA Checklist
Legal Description: MCMAHON #2 B7 L5 Parcel ID: 017-361-21
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____
A. WELL DATA
Well log is filed with Onsite (or attached)
Date drilled UNKNOWN Total depth UNK ft
Cased to UNK ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) 12+ in.
Date of flow test for COSA 6/3/26
Static water level at beginning of test 64 ft.
Well production at time of test 4+ gpm
Water storage tank volume None gallons
Well disinfected for coliform test? Yes No
Coliform bacteria is Negative
Nitrate 10.0 mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by Date 6/3/26
Comments: Property & area has higher nitrates. See attached Sullivan scoping letter.
B. TANK DATA
Measured operating fluid level in septic tank NEW
Date of pumping NA – NEW SEPTIC TANK
Required maintenance completed, if AWWTS
Comments:
C. LIFT STATION
Required maintenance completed
Age of lift station years
Lift station material
Comments:
D. DISPOSAL FIELD DATA
Which system tested (date installed) NEW SYSTEM
ALL standpipes present per record drawing
Total measured depth from grade 12.3 ft (max)
Measured depth to pipe invert from grade 2.6 ft (min)
N/A – pressurized field.
Per record drawings, field is insulated.
Monitor tubes (MT) go to bottom of effective (ED).
If not, state depth into effective
Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced gallons date
Any rejuvenation treatment (past 12 months) N
If yes, enter date
Adequacy test date NEW SYSTEM
Results Pass
Fluid depth prior to test in
Water added gal
New fluid depth in
Elapsed time min
Final fluid depth in
Absorption rate gpd
FIELD STATUS – NEW SYSTEM
ED (per record drawings) 100 in (MOA 8.3’ ED)
Effective depth (ED) used 0 in
Effective depth remaining 100 in
Comments/Deficiencies: Approximate total measured depths from existing grade. Southern portion of trench insulated.
COSA Checklist.docx
E. SEPARATION DISTANCES
From Well on Lot to: (Please enter distances if less than required)
Septic Tank/Lift Station on Lot > 100’
Yes if No ft
Neighboring Tank > 100’ Yes if No ft
Disposal Field on Lot > 100’ Yes if No ft
Neighboring Disposal Fields > 100’
Yes if No ft
Sewer Line/Main > 100’ Yes if No ft
Sewer Manhole/Cleanout > 100’
Yes if No ft
Sewer Service/Septic Line > 25’ Yes if No ft
Holding Tank > 100’ Yes if No ft
Animal Containment > 50’ Yes if No ft
Manure/Animal Excreta Storage > 100’
Yes if No ft
N/A – Served by Community Well (not on lot) or Public Water
From Septic/Holding Tank and Disposal Field(s) on Lot to: (Please enter distances if less than required)
Tank to Foundation > 10’ Yes if No ft
Field to Foundation > 10’ Yes if No ft
Tank to Property Line > 5’ Yes if No ft
Field to Property Line > 10’ Yes if No ft
Water Main/Service Line > 10’ Yes if No ft
Surface Water > 100’ Yes if No ft
Wells on Adjacent Lots:
Wells > 100’ Yes if No ft
Community Wells > 200’ Yes if No ft
If tank or field is under driveway comment below
F. ENGINEER’S COMMENTS
G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based
on procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site water
supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation, unless noted otherwise.
Name of Firm FIRST WATER CONSULTING Phone 907-350-9566
Engineer’s Printed Name CURTIS HUFFMAN, PE Date 07/11/2026
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. The assessment of the condition of the well and septic
applies only to the conditions as of the day tested. The flow and absorption rates may change
due to subsurface conditions that may not be observed from the surface, changes in land use,
local soil characteristics, groundwater levels that may fluctuate during the year, quality of
construction (workmanship & materials), the water usage of the family being served by the
system and maintenance. The operational life of all well and septic systems are subject to
these various and dynamic characteristics and are outside the control of the evaluator of the
well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting &
07/11/26
Nitrate Advisory
Certificate of On -Site Systems Approval # OSC261252
Subdivision: MCIVIAHON #2, Block: 7, Lot: 5
A water sample revealed a nitrate concentration of 10 milligrams per liter (mg/L).
The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Since nitrates are known to slowly increase, we recommend
you monitor the water quality. Please see the attached "Nitrate Fact Sheet" for
important information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
F
Mailing Address: P. Q. Box 196650 * Anchorage, Alaska 99519-6650 * www.rnuni.org
Nitrate Fact Sheet
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate
is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of
ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the
oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners,
food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is
associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of
young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood
stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the
concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered
from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home
water treatment systems such as softening or iron filtration does not readily remove nitrate. The best
method for limiting nitrate in well water is source control. This can include avoiding overdosing of
fertilizer near the well and maintaining good separation distances between septic tank leach fields and
the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged
ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a
spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect
the activity of nitrate in water. This laboratory uses several different wet chemical methods approved
under the public water supply laboratory certification program. They also have test kits available, which
the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test kit results
against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend
using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.
Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519-6650 * www.muni.org
Date: 7/14/26
P.O. Box 670269 Chugiak, AK 99567
P: (907) 688-2759 F: (907) 688-2259
Brent Western
First Water Consulting Services
RE:3700 Kutcher DR Anchorage
Well Camera Inspection
The well is steel cased beyond 60’ with a 2’ Stickup. All welded joints look good with no leaks. The Casing
is in good condition with no holes, cracks or leaks. The pitless area appears to be sealed and in good
condition. There is no indication of surface water contamination.
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3500 Tudor Road, Anchorage, Alaska 99507 279-8686
Date
Time of Inspection
Date of InsDectton
Approval Requested By:
Address:
Property O~ner:
Legal Description:
REQUEST FOR APPROVAL OF
INDIVIDUAL SE~ER & WATER FACILITIES
j ~FOR
> I '~'
/ ~
Location:
Type of Facility to be Inspectgd:__
Number of Bedrooms:
6. Well Data:
A. Type-,//."~ ~ B. Depths_ /°f'/, ,,
C. Construction D, 'Bacterial Analysis·
7. Sewage DisOosal System: ',",-~/~
A.
/
E. Disposal Field: Total. Length of Lines /t~/;[?/-
.~'~ '
--
A. Well To: Septic Tan~~, Absorption Area /~ , Sewer
Lines
_.~3 '¢~"' , Nearest Lot Line /~ / '~ , Other
B. Foundation to Septic Tank ~qt .~
> Absorption Area ·
C. Absorption Area to Mearest Lot Line ~ ~ [~ ..? ~"~
for Approval of Ino~vidual Sewer & Water Facilities
.Aonroved
Approval Valid for One Year From Date Signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRA~,~ OF SYSTEM
I certify that the information contained in this request for approval to be a true
and accurate representation of the subject sewer and w~ter fscilftles located mt:
Signed Date