HomeMy WebLinkAboutT12N R3W SEC 4 LT 48 LESS S 180'
January 5, 2026
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: T12N R3W Section 4 Lot 48 Less S 180 – Bailey Subdivision – 7247 Spruce Street
Existing well documentation.
Dear On-Site Services Engineer:
This property is served by a private well with no record of a well log in the DEC system. On
10/27/25, Forge Engineering visited the property to examine the well, perform a flow test, and take
a sample of the water for lab analysis.
The casing of the well sticks up 18” from grade and the surrounding area is sloped to prevent water
from collecting around the well. There is a sanitary cap and the electrical cable for the pump is
properly protected. The well static level was measured at 42.9’ at the start of the test, and after
several hours of flow testing we recorded a rate over 5.9 GPM. During testing the water level
reached a maximum depth of 74.7’. A sample of the water was taken for analysis and found no
detectable Arsenic or Nitrates, and the bacteria tests were negative. Please see test results attached.
Based on inspection of the site and surrounding properties, the well is greater than 100’ from any
adjacent septic tanks, disposal fields, sewer lines and manholes, and animal containment/manure
storage areas.
This well is functioning adequately and meets current code as far as we can determine from our
examination.
Sincerely,
Benjamin Schiller, PE
Received Date/Time 10/27/2025 13:36
10/27/2025 13:30Collected Date/Time
1255939001
Matrix
SGS Ref.#
Client Sample ID T12N R3W Sec 4 L48 Less S180
Client Name
Project Name/#
Printed Date/Time 10/31/2025 14:22Forge Engineering Inc.
Technical Director Stephen C. Ede
T12N R3W Sec 4 L48 Less S180
Drinking Water
Sample Remarks:
Parameter Results LOQ Units Method
Allowable
Limits
Prep
Date
Analysis
Date InitContainer ID
Metals by ICP/MS
HBL10/30/25EP200.8ug/LArsenic 10/29/25ND5.00 (<10)B
Waters Department
AJP10/28/25SM21 4500NO3-Fmg/LTotal Nitrate/Nitrite-N ND 0.200 (<10)C
Microbiology Laboratory
M.A10/27/25SM21 9223B100mLE. Coli Negative 1 A
M.A10/27/25SM21 9223B100mLTotal Coliform Negative 1 A
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~.~ GREAr'R ANCHORAGE AREA BORr"GH
(~ Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION
LEGAL DESCRIPTION_
SEPTIC TANK:
DISTANCE '
FROM WELL
INSIDE LENGTH
MANUFACTURER ~ ~/:'.~("/7--- MATERIAL
INSIDE WIDTH LIQUID DEPTH
~-~ ~ , NUMBER OF
,/Z/~ ~z/~'Z/~.,~_~COMPARTMENTS ~_~
LIQUID CAPACITY~' ~F) ~ GALLONS.
SEEPAGE PIT: \
NUMBER OF PITS~/ . DIAMETER. OR WIDTId //~/', LENGTH /~T' DEPTH ';~'~ (P
.-~ ...... ~
LINING MATERIAL ~¢Y~/ _ CRIB SIZE: DIAMETER DEPTH _ DISTANCE FROM: WELL
BUILDING FOUNDATION ~ NEAREST LOT LINE ~ ~ TOTAL_ EFFECTIVE
. . ABSORPTION AREA (WALL AREA) ~
ADDITIONAL ABSORPTION
_SQ. FT.
WELL.:
TYPE,I.~/?/~ P.
BUILDING ~/.~/.~ '~
CESSPOOL
APPROVED
NEAREST '~ NEAREST SEPTIC
LOT LINE /~.~.2 SEWER LINE TANK
OTHER SOURCES
_ DISAPPROVED__
REMARKS
DISTANCE FROM:
SEEPAGE
SYSTEM ,'
DISTANCES:
LOT SLOPE:
REMARKS:
Form NO, LQ-031
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
GRE'A' :~ ANCHORAGE` ARE,A BORr
DEPARTMENT OF' ENVIRONMENTAL QUALITY
:~3~0 IICI' STREET ANCHORAGE, ALASKA 9950:~
TELEPHONE 274-456!
LEGAL DESCRiPTiON J-- L//-~'~
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING CE ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL E~E SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE/ ~ ~/-~/ ~ TYPE )~ c~:-~% ~ SEEPAGE AREA SIZ/- ~/ /~
MINIMUM DISTANCES, REQUIREMENT~
SEPTJC TANK TO SEEPAGE PIT WALl_ / ~- /
sept C TANK -2 _ SE~AG~ ~lT DRAIN field
WATER MAIN TO SEPTIC TANK
DRAIN FIELD-
SEEPAGE PIT ~
CAST IRON INTO AND OUT OF SEPTIC TAN)( 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,
LICENSED DESIGNER
I CERTIFY THAT I AM FAMILIAR wrrH THE REQUIREMENTS OF GREATE]:~ ANC/~ORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS ]N ACCORDANCE WITH SAID CODE.
S()II,S I,O(', tH,~ROI,ATION TEST
lhis form reports: Soils log .... _~_~_~__ ........... Percolation test .......................
Del)th
Feet
2-
3-
4-
5-
6-
7-
8-
lO.--
ll
12~
13-
4/
'~a~jrooifd waC~'f e~{countered?
__./~/_.? .... If .ye.s, at what de;~th?
Reading [)ate Gross Time Net Time _Uepth_~o Wate~_ I~et tiro?
Percol ali on -r¢~-e- .n nute.
Proposed i stalla~{~-~ge Pit Urain Field
I)epLh of Inlet . Depth-~"}]~C~:[-pit or trench