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HomeMy WebLinkAboutSPRING CREEK TR AGAAB-HO-J
G! ,TLR ANCHORAGE AREA BORG H
Di:PAFITMENT OF EI~VIFIONMENTAL O, UALITY
3§00 TUDOR ROAD ANOHORAGE, ALASKA ggs0? 27g-8§86
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION
SEPTIC TANK:
MAILING
ADDRESS_ PHONE.
LEGAL DESCRIPTION /,~,~C¢7~'~ ,~,.~.~-/'~'~.~' (~"'~Z~.
LIQUID CAPACITY__[j~tK)C') __ GALLONS.
MATERiAL~,~f;~,,.~O_?(.:~.._~_~ ~ NUMBER OF
COMPARTMENTS
LIQUID
INSIDE LENGTH INSIDE WIDTH ,-- DEPTH - ..
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF P,TS { OUTSIDE DIAMETER
LINING MATERIAL L ~)
NEAREST LOT LINE
OR WIDTH
DISTANCE FROM WELL / I C~-
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)_
LENGTH ,/ ~ I
, , DEPTH
,BUILDING FOUNDATION
~ (~>'~/ SQ. FT.
TILE DRAIN FIELD:
DISTANCE FROM WELL .~_7~'~-~'~~
, NEAREST LOT LINE
TRENCH WIDTH
TOTAL LENGTH
OF LINES
TOTAL EEFECT,VE
DEPTH: lOP OF TILE TO FINISH GRADE
DEPTH OF FILTER MATERIAL BENEATH TILE
IN. ABOVE TILE
WELL: TYPE ~'~' I ~'"~ DEPTH
Zf(~ J NEAREST
LOT LINE , SEWER LINE '~
SEPTIC
, TANK
WATER
_SAMPLE
DISTANCE FROM --
., BU LD NG FOUNDAT ON _~. ~
,,~-,,i/~ f SEEPAGE / , SYSTEM___
DIAGRAM OF SYSTEM
, NEAREST
OTHER
, SOURCES.
DATE
APPROVED .,~~'-' /~"' ~',
G.A.A.B.
GRE. ER ANCHORAGE AREA BOI~OUGH
DEPARTY~ENT OF ~NVI~ON~NTAL QUALI~
SEWAGE DISPOSAL SYSTEM ~ APPLICATION AND PERMIT
LEGAL DESCRIPTION
INSTALLATION OF: SEPTIC 'raNI(
SEEPAGE PIT ...... DRAIN FIELD OTHER
TYPE AND S, E OP PAC,L,T',' TO .E SERVED
COMPLETION DATE ANTICIPATED .. _~~
IFII~IAL INISPEC,¥10~¢= ;~4 HOUR NOTICE I:IE~)UIRED. BACKFILLING OF ANY :~Y~t."I~M WITHOUT FINAL IN,-qPEC:TIOiq lay' THE
SEPTIC TANK SIZE .
SEEPAge AREA SIZE
FOUNDATION YO SEPTIC TANK ]~ /
......... DRAIN FIEUD_
SEPTIC TANK TO SEEPAGE PiT WALL /[
SEPTIC TANK ........ SEEPAGE PIT ~ ..... DRAIN FIELD
WATER MAIN TO SEPTIC TANK ~ /
......... SEEPAGE PiT
SEPTIC TANK, ~ / /
CAST lEON INTO AND OU'¢ OP SEPTIC TANI( AND INTO CRIS CROSSING GAP OF
EXCAVATION ~ EEET INTO UNI:)JSTURBED SOIL,
CON?OEM TO ~-~OEOUGlq F;{SQULATION8 REGARDING INSTALLATION.
DIAGI~AM OF J~Y~TI~M
HEALTH AUTHORITY
i CER'i'iFY THAT r At,4 FAMILIAR WITH 'rile REQUIREMENTS OF' CF/IEA%T E ANCHOR/g~"~ ARE~OROUGH ORDINANCE
HC01 6761
OWNER OF LAN ...........................
ADDRESS
DAILY DRILLING LOG
S & S DRILLING
Palmer. Alaska 99645
WELL - SITE.7��. .......
DATE- STARTED.Y�.:-.C� .... 9 ............................... ................................
DATE -ENDED ...... ; C:�' ti 1�
...................................................................................
KIND OF FORMATION:
DEPTH OF WELL -1.15...
STATIC LEVEL OF WATER FI ..... �±�
(907) 746-0606
......................................
DRAWDOWN FT ....... ......................... .....................................................
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MISCL- INFORMATION:
FROM........................ FT. TO ........... ... FT ...................................
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DRILLER'S NAME ... 7�7 ...... ....... ..................
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 WELL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW920300
DESIGN ENGINEER:DUMMY COMPANY
OWNER NAME:OCZKUS GREG
OWNER ADDRESS:430 WEST 7TH, SUITE 202
ANCHORAGE, ALASKA 99501
DATE ISSUED: 9/21/92
EXPIRATION DATE: 9/21/93
PARCEL ID:05121101
LEGAL DESCRIPTION: SPRING CREEK TR A
LOT SIZE: 152460 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
THE ATTACHED APPROVED DESIGN.
ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND TNE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (iSAAC80).
3. THE FOLLOWING SPECIAL PROVISIONS.
~9Z I, O01J. Q
/I3
MUNICIPALITY OF ANCHORAGE
0 rt�`
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 051-211-01 Expiration Date: Z 20 Z ey
Legal description SPRING CREEK TR A
Site address 22032 SPRING CREEK LN Chugiak AK
Current property owner(s) HADDIX
X The On -site system(s) is/are approved for 3 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or advisories:
Original Certificate Date:
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) islare in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services 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 work.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory
Tank Age Advisory Arsenic Advisory
Other
COSA Approval_June 2022
MUNICIPALITY OF ANCHORAGE
0.
Development Services Department? Phone: 907-343-7904
On -Site Water & Wastewater Section I Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 051-21141
Complete legal description Spring Creek Track A
Location (site address) 22032 Spring Creek Ln. Chugiak, AK
Current property owner(s)
2. ON -SITE SYSTEMS SIZED FOR 3 BEDROOMS
Day phone
3. TYPE OF WATER SUPPLY:© Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
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 18 - See advisory if steel 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 $_ 5�0 Waiver Fee $
Date of Payment /2-9 zO2 3 Date of Payment
I
COSA # 0-5 c 2. 3 i 3%6 Waiver #
COSA Application —June 2022
COSA Checklist
Legal Description: _ Siring Creek Track A Parcel ID:
051-211-01
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system
A. WELL DATA North Well / South Well
0 Well log is filed with Onsite (or attached) Well production at time of test 0.5 gpm
Date drilled 1019/42 Total depth 183 ft Water storage tank volume 300 gallons
Cased to 40+** ft Well disinfected for coliform test? ❑ Yes 21 No
✓❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) 18+ in.
Date of flow test for COSA 9/20/23***
Static water level at beginning of test 46.4 ft.
✓❑ Coliform bacteria is Negative
Nitrate 12.3 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ✓❑ Arsenic less than MRL (ND)
Collected by Arcterra Consulting_
Date 9/12/23
Comments *Well log From S&S Driling tiled with Onsite. **Per 6/1 105 well surve by Ar tic Pump & Well Inc—
*** Well flow test completed by Sullivan Water Wells. ****Old West well decommissioned 10/26/23.
B. TANK DATA
Measured operating fluid level in septic tank 31"
Date of pumping 8/28/23
❑ Required maintenance completed, if AWWTS
Comments:
D. ABSORPTION FIELD DATA
Which system tested (date installed) 612145
❑✓ ALL standpipes present per record drawing
Total measured depth from grade 10.2 ft (max)
Measured depth to pipe invert from grade 4.5 ft (min)
❑ N/A — pressurized field.
❑ Per record drawings, field is insulated.
❑✓ Monitor tubes go to bottom of effective.
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)
If yes, enter date
Comments/Deficiencies
STATION
❑ Require tenance completed
Age of lift station s
Lift station material
Comments:
Adequacy test date 9/13/23
Results ] Pass
Fluid depth prior to test 0 in
Water added 500 gal
New fluid depth 6 in
Elapsed time 10 min
Final fluid depth 0 in
Absorption rate 450+ and
FIELD STATUS — POST RECOVERY
Effective depth (per record drawings) 60
Effective depth used o_ in
Effective depth remaining 60 in
in
COSA Checklist June 2022
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well on lot)
Septic Tank/Lift Station on Lot > 100'
Community Sewer Manhole/Cleanout > 100'
© Yes
if No
ft
❑✓ Yes
if No
Neighboring Tank > 100' �/❑ Yes
if No
ft
Private Sewer/Septic Line > 25' �/❑ Yes
if No
Absorption Field on Lot > 100' [2] Yes
if No
ft
Holding Tank > 100' 0 Yes
if No
Neighboring Absorption Fields > 100'
Animal Containment > 50' ✓❑ Yes
if No
✓❑ Yes
if No
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' © Yes
if No
ft
❑✓ Yes
if No
❑ N/A — Served by Community Well (not on lot) or Public Water
ft
ft
ft
ft
ft
From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ❑✓ Yes if No ft Surface Water > 100' ✓❑ Yes if No ft
Tank to Property Line > 5'
✓❑ Yes if No ft
Field to Property Line > 10'
✓Q Yes if No ft
Water Main > 10'
0 Yes if No ft
Water Service Line > 10'
0 Yes if No ft
F. ENGINEER'S COMMENTS
Wells on Adjacent Lots:
Private Wells > 100'
Community Wells > 200'
✓❑ Yes if No ft
© Yes if No ft
If tank or field is under driveway comment below
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 Arcterra Consulting Phone (907)-696-6111
Engineer's Printed Name Kenneth Duffus Date // J0.r.3
Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations.
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 inland use, local soil characteristics, groundwater levels that may fluctuate during the year
and the water usage of the family being served by the system. The operational life of all well and septic
systems are subject to these various and dynamic characteristics and are outside the control of the evaluatorv_
of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will
0—
function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen
encroachments, deficiencies or discrepancies exist.
COSA Checklist June 2022
Well Water Advisory
Certificate of On -Site Systems Approval # OSC231376
Subdivision: SPRING CREEK TR A, Block: , Lot:
This well's productivity was determined to be 0.5 gallons per minute. The minimum
well productivity required under (AMC 15.55) for a 3-bedroom residence is 0.3
gallons per minute or 150 gallons per day per bedroom. Although the subject well
currently exceeds this minimum requirement, the production capacity can
fluctuate and may be insufficient to meet your needs. Water storage is provided.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
Mailing Address P O Box 196650 *Anchorage, Alaska 99519 6650 * www mum arg
Nitrate Advisory
Certificate of On -Site Systems Approval # OSC231376
Subdivision: Spring Creek Tract A, Block: , Lot:
A water sample revealed a nitrate concentration of 12.3 milligrams per liter (mg/Q.
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.
T Marling Address P O Box 196650 *Anchorage, Alaska'99519 6650 * www muni org
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.
iVII unicipaMy of A.ndhorage
Community Development Department
on-S;te Water & Wastewater Prograrn
'i. 00 Lima St. u P.O. Fox 196650 a Anchorage, AK 99507-665Cl ° _._ .__ -- (907) " 43-I9t}:1.
.ai AdE:lress: ibdivision
i
Section
Flock }
Lot
e Water & Wastewater Pros ram certified the well deco
:Me' LaV C��f � i ��i-`� L Signature
pany:�,�
ell decommissioning date: % 9-j s Method of decommissioning:
Ira:
f l if1i
AMC 15:55.0601-1 a. ❑ b. ❑ c. 9
anon: Use the space below to provide a drawing of the property showing the following items;
• North Arrow
• Decommissioned well,
® Other water wells on the property,
• Two separate swing -tie distances for each well shown in the drawing,
)te: The swing -tie distances shall be measured from either permanent structures of property corners.
�a
j l
i�
W
l�t
N WATER WELLS
Drilling • Piling • Pumps
P.O. Box 670269 Chugiak, AK 99567
P: (907) 688-2759 F: (907) 688-2259.
TO: Dea; Arc Terra Consulting, inc.
Date: 9/20/23
The flow test and well scopes have been completed at 22032 Spring Creek Ln., Chugiak.
The flow test and camera inspection results for the South well are as follows:
STATIC: 168' AJ ITM1-t; 2 %. 1s /L
DRAW -DOWN: 205' <— Well decommissioned 10/26/23
YIELD: .06 gpm SF zo 3
Well Scope: No issues were found that would lead to elevated nitrate
levels.
The flow test and camera inspection results for the North well Are as follows:
STATIC: 46.4' /N IT( I2 • ,^1 I
DRAW -DOWN: 140'
YIELD :.5 gpm .5U F 7-0 2-3
Well Scope: No issues were found that would lead to elevated nitrate
levels .
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SPRING CREEK
LANE
•
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VENT
(typ)
1 50'
TRACT A
S89'059'00"E 330.00'
ANCHORAGE RECORDING DISTRICT, ALASKA
AS -BUILT OF:
SPRING CREEK SUBDIVISION
TRACT A PLAT 73-7
SURVEY CERTIFICATE: 1, John L. Schuller, Have conducted a
physical survey of this property as shown on this drawing and that the
improvements situated hereon are within the property lines and no
enchroachments exist other than noted. Under no circumstance shoul(
any information on this drawing be used for construction of fences,
structures, improvements, or for establishing boundary lines.
EXCLUSION NOTES: It is the owners responsibility to determine
the existence of any easements,, covenants, or restrictions which
do not appear on the recorded subdivision plat.
WORK ORDER NUMBER: DATE: $C&E-. E-MAIL
NOV 17, 2023 1 =50 schuller0ak.net
23-119 DRAW BY: CHECKED BY GRD NUMBER: BOOK/PAW-
I JLS NW1 058 230355
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HNJ/ L. SCHULLER 0 Or
LS-10408
1831 Talkeetna Street
6 Anchorage, Alaska 99508
Ar
AW
`'� o \'G�\'Mw (907) 227-1455 office
ession6 'W
(907) 274-4992 fax
o �RCTERRq ,�
October 16, 2023
ARcTrr,R RA
CONSULTING, INC
20441 Ptarmigan Blvd. Eagle River, AK 99577
Office (907) 696-6111, Fax (907) 868-3793
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Subject: SPRING CREEK TRACK A- Well Inspection
During our mid -September field inspection for a COSA approval for this property sale, we took
water samples of the 2 wells on the subject lot and submitted these to SGS Laboratories for
testing. The lab report on the nitrate samples came back at 12.3 mg/L from the north well, and
21.1 mg/L from the southern well. We immediately called Sullivan Water Wells and requested
they scope the well, to a depth below 40 feet and down to the static water level if possible, as
suggested in the COSA Guidelines 2018 addition (8.c.i). Their report found no anomalies inside
the casings that would lead to elevated nitrate levels. At the time of the inspection there was no
visible sign of water intrusion into the wells. Static water level of the north well was found to be
at 46.4' and 168' for the south well.
Our field inspection of the site shows the well casings extend above grade 2' for the north well
and 1' for the south well, all the area around the wells drains away from the wells, meeting the
guideline 8.c.ii. The north well was drilled in 1992 to a depth of 185 feet and meets the
construction standards in place at the time of construction, guideline 8.c.iii. This well consists of
46' casing in gravel soils and bedrock from 46' to 185' and the casing is lined from 40 foot to the
bottom of the wellbore meeting the current rehabilitative guidance 8.c.v. The south well is not
producing enough water to help sustain the property and is older, much deeper, and has the
higher nitrate levels. Currently, it is the owner's intent to de -commission the l -well.
Historical records in the area, as shown on the MOA nitrate mapping per the date of this letter,
indicate no other nitrate information within 800' since 2007. While this well water has been
tested for nitrates in 2005, with nitrate levels of 7.38, the residents of the property have not noted
any adverse effects.
If you have any questions, please contact me at 696-6111/FAX 868-3793.
Respectfully submitted,
ArcTerra Consulting, Inc.
Kennet M. fus. P.E
Attachments: Sullivan Water Wells Report dated 9/20/23