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HomeMy WebLinkAboutDELAKS ADDITION LT 12Bbekik's
Lot 12B
#090-021-49
Municipality of Anchorage
On -Site Water and Wastewater Section - (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP221241 PID Number: 090-021-49
Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade
Name
PIPER &TYLER MACHAMER
ABSORPTION FIELD — EXISTING
❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
307 SAWMILL ROAD, BIRD CREEK, AK 99540
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
GPD/SF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
Ft.
Gravel depth beneath pipe
Ft.
Subdivision Block Lot
DELAKS ADDITION 12B
Fill added above original grade
Ft.
Gravel length
Ft.
Township Range Section
Gravel width
Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
Ft2
Ft.
Well
*75'+
__
25'+
TANK ❑ Septic ® S.T.E.P. ❑ Holding ❑ Other: AX STEP
Manufacturer
ANCHORAGE TANK
Capacity
1500 Gal.
Surface water
100'+
--
Material
POLY COATED STEEL
Number of compartments
2
Lot Line
5'+
_-
NA
Foundation
10'+
ILIFT STATION
Manufacturer
ORENCO
Capacity
1500 Gal.
Remarks *PER EXISTING MOA WAIVER
Alarm location
1ST FLOOR
Electrical installed by
PLC AARON CHAMBERS)
Installer NORTHERN EXCAVATION
PIPE MATERIAL House to tank 3034 d a afield Tank to 3034
Drainfield 3034 CO/MT 3034
Inspector FWC
BENCH MARK (Assumed elevation) 100 ft
Inspection 1'` 8/5/22 2nd 8/6/22
Location and description
3`d 41h
METAL FRONT DOOR JAM
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
�- OF ACq�
Conditional Approval: Date
TM
• •
• • • • • • • • • •vim•
Septic System
Curtis Huffman
��
Approved
'�-- Date ZS '/ L
, CE 128991 •`�%
VIP, "•. 8/17/22
'O pROFESSIONP�'"
Note: this approval does not include well permit requirements.
`�\��ll��
tr[Cv uUmL/ 10)
PID: 090-021-49 PERMIT: OSP221241
LOT 12A 9,8'
0
HOLE M ® LOT 5B
ELECTRICAL hG
® B INSPECTION
PIPE TO
GO AWAY.
EXISTING BM ' Gam} -'v OLD MT
3BR HOUSE DRIVE Q�SyJ
BASEMENT A O O
D �.�
ACCESS DECOMMISSIONED DCO
EXISTING S.T.
& UFT STATION M E QQ
& INSTALLED NEW -- O /
MH
1500—GAL ANCHORED /
STEEL STEP
SEPTIC TANK _
W/ DCO BEFORE STEP.
LOT 12B / DRIVE
P
75' WELL RADIUS ` RP
STAKED PRIOR TO y� /
CONST.
100' WELL RADIUS /
LOT 12C
'• •
A—C=32,2' "0�
98.35
B—C=45,8' �F
A—D=37.1'
95.06
SURVEY:
INS /—
B—D=50.2'
FWCS
SCALE:
1,500 -GALLON
94 48
A—E=44,0'
ANCHORED
sTm STEP
B—E=57.0' i I TANK
DELAKS ADDITION LT 12B
PREPARED FOR:
PIPER & TYLER MACHAMER
307 SAWMILL ROAD
BIRD CREEK, AK 99540
FIRST WATER CONSULTING
GRADE
SEPTIC SECTION
SCALES NTS
13030 SUES WAY
ANCHORAGE, AK 99516
907-350-9566 FirstWaterAK©gmail.com
MT
EXISTING FIELD
SUPPORT SERVICE
a •
DATE:
8/17/2022
SURVEY:
LCG
DRAWN:
FWCS
SCALE:
1" = 30
9 TH
tis Huffman .04
CE 128991
8/17/2022 e
"-�?oftssio';�
LIIC II[
Municipality of Anchorage
C11 urLln
P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 ® (907) 343-7904 • Fax (907) 343-7997
http://www.muni.org/Onsite
Development Services Division
On -Site Water and Wastewater Program
* * * * VARIANCE/WAIVER REVIEW * * * *
Waiver#: OSV221046 COSA#:OSC221404
PID#: 090-021-49
Legal Description: Delak Addition Lt 12B
Engineer: First Water Consultincg
Permit#: OSP221241
Your request for a waiver of the required 100 feet horizontal separation from the septic tank to the
private well has been approved. The approved separation distance is 75.0 feet. In addition, the
field is approved to be 95 feet from the well.
This waiver approval applies to the existing septic tank and field only. Any future upgrade to the
on-site wastewater disposal system will require all separation distances be met or another approval
from this department.
.................. a E N X N a ................. 0 a 0 0 N N 0 E 0 X E N ....................... ■ 1
Waiver is Granted: X Waiver is not Granted:
Date: g % Z Z Approved by: &Z
Name of Reviewer
............................................................4pps■ a E E N K E ....... ■ 1
**** VARIANCE/WAIVER REVIEW ****
0
Flidast Wala"er
C 0 N S U L T I N G
IA' AI f R / VV < T[ fR
;U P v r3HI i,A n.'-i2'aC
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / frstwaterAK@gmail.com
July 1, 2022
Municipality of Andmrage
On-site Water and Wastewater
REVIEWED FOR CODE CONPUAW
OSP221241, Deb Mckenf m, 07/17
Municipalities of Anchorage
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: SEPTIC TANK UPGRADE PERMIT W/ MOA WIAVER
LEGAL: DELAKS ADDITION LOT 12B
The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic
STEP tank on the above referenced lot. We propose to install a 1500 -gallon steel tank per the
attached design to serve the existing 3 -bedroom residence. Due to site and area constraints, the
STEP will be installed in the same location as the existing tanks and we respectfully request
continuance of the 75' MOA waiver because of the improved tank material, the well is on the
opposite of the house with a 100' run, ... The continuance of this MOA waiver is justified for
these reasons. The lot and area are served by private wells. The design will not impact any of the
neighboring properties. Please contact us if you have any questions.
Sincerely,
&A(6 L^1__
Curtis Huffman, P.E.
C�Jt+3Ul7?N6
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Permit Number:OSP221241
Tax Code Number:09002149000
Work Type:SepticTank Upgrade
Effective Date:
Design Engineer:
Site Legal Address:DELAKS ADDITION LT 12B G:4660
Owner:MACHAMER PIPER J
Site Mailing Address:307 SAWMILL RD, Indian
Lot Size in Sq Ft:22190
Total Bedrooms:3
This permit is for the construction of:
Disposal Field 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
7/17/2022
7/17/2023
FIRST WATER CONSULTING
Expiration Date:
¨þ ¨¨¨¨
Received By:
Issued By:
Date:
Date:
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
Deb Wockenfuss 7/17/22
7/17/2022
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 090-021-49
Property owner(s) TYLER & PIPER MACHAMER Day phone
Mailing address 307 SAWMILL ROAD, BIRD CREEK, AK 99540
Site address 307 SAWMILL ROAD, BIRD CREEK, AK 99540
Legal description (Sub'd., Block & Lot) DELAKS ADDITION LT 12B
Legal description (Township, Range & Section)
Lot Size 22,190 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field ❑ Initial ❑
Single Family (SF) El
(w/wo ADU)
Septic Tank 0 Upgrade ED
Duplex (D) El
Holding Tank El Renewal El
Multiple Dwellings ❑
Privy ❑
(SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A 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: - 5
Date of Payment:
Receipt Number: 'L. 1.6 GOO
Permit No. 021JJ i �q 1
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / firstwaterAK@gmail.com
July 1, 2022
Municipalities of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: SEPTIC TANK UPGRADE PERMIT W/ MOA WIAVER
LEGAL: DELAKS ADDITION LOT 12B
The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic
STEP tank on the above referenced lot. We propose to install a 1500-gallon steel tank per the
attached design to serve the existing 3-bedroom residence. Due to site and area constraints, the
STEP will be installed in the same location as the existing tanks and we respectfully request
continuance of the 75 MOA waiver because of the improved tank material, the well is on the
opposite of the house with a 100 run,
The continuance of this MOA waiver is justified for
these reasons. The lot and area are served by private wells. 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
OSP221241, Deb Wockenfuss, 07/17/22
FIRST WATER CONSULTING
DELAKS ADDITION LT 12B
DESIGN DETAILS:
NO WELLS WITHIN
100' OF PROPOSED
SEPTIC TANK EXCEPT
AS NOTED.
DESIGN PER MOA DOCS &
LCG/LANTECH ASB.
VERIFY & STAKE
ALL WELLS IF
NEEDED..
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221241, Deb Wockenfuss, 07/17/22
rTh
Municipality of Anchorage Page _Lor=
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. iBox 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: N. A PID 0900 ai
Number: y 9
Name:
Lance Now land `/ Rick Cwar/oo
Address:
Wastewater System: 0 New Upgrade
'
H c 522 Cox84-3S, Dsrd Ck Ak
Phone:
ABSORPTION FIELD (ESki t)
rNo. of Bedrooms:
3 .-
6si 259 3
0 Deep Trench 0 Shallow Trench 0 Bed 0 Mound 0 Other
LEGAL DESCRIPTION
Soil Rating:Total
GPD/Sq FI.
Depth from original grade:
Lot
IS
Township:Ft
Block: Subdivision:
DclakiAdirfron
Depth to pipe bottom from original grade:
Ft
Gravel depth beneath pipe
I Range:
I Section:
Fill added above original grade:
FI
Gravel length:
WELL: Opp) 0 New 0 Upgrade
Classification
Gravel width: 1
Ft
Number of lines:
Ft
Ioisunee between line,:
(Pnvate, A,B,C):
Driller
Total Depth:
Ft.
Cased To:
FI.
Total absorption area:
SO FI
Pipe material:
FL
Yield;Pump
Date Dr tied:
Slew Water Levol:
FI.
Installer; as Repaint /
y
D to le Redmuwo(
Date Installed:
w/7/96"
GPM I
Set at: I H Casing ight Above Ground.
1 Ft.
TANK (e pi t)
SEPARATION
DISTANCES AI• /I,
D Septic O Holding ❑ S.T.E P.
To
From
Septic
Tank
Absorption
Field
Lit
SIalion
Holding
Tank
PubI,NPnvale
Saw. Lyn
Manulacturer:
C:DaCily In gallons:
Well
Material:
Number of Compartments:
Surlace
Water
LIFT STATION
ss
(at)
Lot
Line
Size In gallons:
I Manufacturer;
Foundation
Curtain
"Pump on" level at:
I ''Pump otr level at:
High water alarm at:
Drain
Pump Make a Model
I Elec nidal Inspections performed
by:
Remarks: As-5u,lt inqeciton renal
BENCH MARK (N.4)
k. ,�oCLIMen'/ reeecirs k ,ca,l,., �,
Location and De:ariplion:
peal mound Sy.s/-.w, _tet
a tAt.0/,00( Ver La/ do ts- phoe, -S/,/ 3
J
I Assumed Elevation:
Ft
ENGINEER'S SEAL
Inspections performed by: flaf4e'd T�u4 Svc Dates: 1sLla/7/9l
... .: .
... 1
�'
Department of Health and Human Servicesapproval
Reviewed and approved by: Date: _
1-017(Rom bgil MO* 25
r* )),,,
�}ri�^" . SLI3-14-0-.L.:
CZ -a:::: )
• ..
�i : •••
PERMIT NO: N/A
PID NO: 09002149
SWING TIES:
FROM: COR. "8" COR. "C"
TO:
TM. "F" 50' 75'
D.F. M.T. "G" 66.5' 94.5'
PERC. TEST "I" 63' 94'
LOT 12A
LOT 12C
WELL
►.
EXISTING
3 BDRM
HOUSE
"A"
LOT 12B EXISTING
SEPTIC TANK
EXISTING
LIFT STATION
• H..... �n
/
CE 25:)v
LOT 5A
•
,
LOCATION OF
TEST HOLE FOR
GROUNDWATER
MONITORING
"F"
"B"
• •.
•
•
LOCATION OF
PERC TEST
1.25" DIA.
SCHED 4
PVC
PAGE 2 OF 3
LOT 5B
EXISTING 7' x 70' SOIL
ABSORPTION DRAINFIELD
W.18"TOTAL GRAVEL
"G"
"I"
•
• .
DRAINFIELD
MONITOR TUBE
• .
• .
•
•
4' DIA
D-3034
CONNECTOR
/
/
• /
/
/ O�
/
i 40
•'
/
/• PO
O
1 / / 4P
/
•
• / QP
•
/ ,o
/
/
/
L12B, DELAK'S ADDN. BIRD CREEK
SEPTIC SYSTEM MODIFICATION
AS -BUILT INSPECTION REPORT
FLATTOP TECHNICAL SERVICES
14530 ECHO STREET
ANCHORAGE, ALASKA 99516
SCALE: 1" . 30' - 0'
DRAWN BY TFM
NOVEMBER, 1996
X
Stied- 3 of 3
L'1
J!�T�.OriPTECHNICAL SERVICES
CIVIL & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS
THEODORE F. MOORE, P.E.
PH: (907) 345-1355
M.O.A. DHHS
P.O. Box 196650
Anchorage, AK 99519
Dear Sus:
14530 ECHO ST.
November 16, 1996 ANCHORAGE, ALASKA 99516
The purpose of this letter is to describe the modifications which were performed at the
request of your office to eliminate the on-going problem of untreated wastewater daylighting from
the side of the existing peat mound serving the 3 bedroom residence on Lot 12B of Delak's
Addition, located on Sawmill road in bird Creek. This letter is to be included as Sheet 3 of 3 of
the as -built inspection report.
A test hole was dug on October 7, 1996 to a depth of 9.75 feet at the location shown on
sheet 2 and no groundwater was encountered. Since the bottom of the sewer gravel in the residual
disposal drainfield is approximately 4 feet below ground level, this indicates that the drainfield
does have the required 4 foot vertical separation from groundwater.
A percolation test of the sand stratum underlying the drainfield was conducted on the same
date at the location shown on sheet 2 which showed there to be a perc rate of less than one minute
per inch. Based on this perc rate, the design application rate for septic tank effluent should be 1.2
gpd/sq. ft, with no sand filter required since the material perc'ed was predominantly sand. The
required absorption area for a three bedroom residence is (3 x 150)/1.2 = 375 square feet. The
effective absorption area of the existing drainfield which is reported to be 7' x 70' with 18" of
sewer gravel (12" below the horizontal distribution pipes) can be calculated to be 560 square feet
((7' x 70') for the base + (1' x 70') for the sidewalls). This indicates that the drainfield is
adequately sized for a three bedroom residence.
The pre-existing peat mound system was modified on October 7, 1996 by re -plumbing the
discharge line from the existing lift station tank to bypass the existing peat mound and pump
directly into the existing residual disposal bed. The new pressure discharge line is 1.25" dia..
schedule 40 PVC, and the connection into the existing horizontal distribution pipes in the drainfield
was as follows: The existing 4" pert pipes were cut at the point of connection and horizontal tees
installed to allow installation of a horizontal 4" connector between the two perforated pipes. A
third tee was installed vertically in the middle of this connector with an adapter connecting it to the
1.25" dia. discharge line from the lift station.
The purpose of this inspection report is solely to document the modifications made to
alleviate the effluent daylighting problem, and the report does not purport to certify compliance
with separation distance requirements between wells and septic systems on this and adjacent lots.
Please feel free to give me a call if you have any questions on this modification.
Sincerely,
Ted Moore, P.E.
December 18, 1990
Dan Roth;
An April 16, 1990 letter from John Smith informed us that
a leakage of wastewater effluent near the SW coener of the peat
mound made the regrading around the mound impossible until you
had checked the leakage after the spring break-up. With winter
here again what did you find regarding the leakage? When will you
regrade the grounds? Please give us a complete update on our on site
sewage disposal system.
Sincerely,
Lance and Judith Nowland
P.O. Box 103?
Woodland, WA. 98674
(206) 225-9895
ccJohn Smith
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH 8
ENVIRONMENTAL PROTECTION
CCC 24 990
RECEIVED
Tom Fink,
Mayor
1Viun eipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
December 14, 1990
Lance and Judith Nowland
P.O. Box 1037
Woodland, Washington 98674
Re: Acceptance Of The Peat System On Lot 12B Delak's Addition,
P.I.N. 020-111-41
Dear Mr. & Mrs. Nowland:
This office at this time has given full approval to the
innovative peat absorption field located on your lot. This is a
result of recent samples taken from the sample port at the end
of the peat mound absorption field. The samples indicated very
low levels of contaminants being discharged to the ground.
It is now possible for you to obtain Health Authority Approval
from this office in the event you decide to sell the property.
This information is being forwarded to the director of the
Department of Health & Human Services to finalize the contract
requirements.
If you have any questions regarding the peat mound system,
please feel free to call or write.
Sincerely,
John Smith, P.E., Manager
On -Site Services Program
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
WN 2 9199.0
kECEIVED
Dan Roth
Municipality of Anchorage
On Site Services, Department of Health
P.O. Box 19-6650
Anchorage, ALaska 99519
Lance and Judith Nowland
P.O. Box 1037
Woodland, WA. 98674
(206) 225-9895
May 23, 1990
Dear Dan Roth;
I plan to be in Alaska in August to take care of our property
in preparation for winter. Is that a good time to be there in
relation to the peat mound repair or finalization? We would like
to get this finalized so we can sell the property in future. What
is the status of the peat mound systems for the municipality? will
they be a choice that the general public will install in future?
Please update me on the situation and let me know the most appropriate
time to be in Alaska to be there when you do work on the project.
Sincerely
-1444444-01
Judith Nowland
70 Nv,
kill/?7 t out D Yak L//rL
W I7N THIS
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DATE:
TO:
FROM:
SUBJECT:
MUNICIPALITY OF ANCHORAGE
MEMORANDUM
May 22, 1990
John Smith, P.E., Manager, On -Site Services Program
Daniel J. Roth, Civil Engineer, On -Site Service
Recommendation For Innovative Peat System In Delak's
Addition Lot 12B
On May 21, 1990 I visited the subject site to take water monitor
readings in both the water monitor tube and the secondary
drainfield. The results were 4.2 feet and 4.5 feet from water
level to ground surface respectively. To refresh your memory I
also visited the site for purposes of ground water monitoring
last October and this March and found the water table to be
approximately the same. This is conclusive evidence that at this
time the 'secondary' absorption area and the peat system
absorption area are encroaching upon the ground water table. -
Letters from the Alaska Department of Environmental Conservation
dated July 10, 1989 gave official denials to the peat systems to
discharge directly into groundwater or surface water sources
until such time that adjustments could be made to lower the
levels of contaminants being discharged from them.
This office should not continue with the surface regrading of the
peat system in Delak's Addition since this system has been given
a denial to discharge directly into groundwater. An upgrade
should take place immediately to install a'conventional septic
system.
MUNICIPALITY OF ANCHORAGE
DATE: May 22, 1!
TO: John Smitt
FROM: Daniel J.
SUBJECT: Recommend:
Addition 1
On May 21, 1990 I visi
readings in both the o
drainfield. The resu]
level to ground surfac
also visited the site
last October and this
approximately the sam'
time the 'secondary' .
absorption area are ei
Letters from the Alas:
dated July 10, 1989 g,
discharge directly in+
until such time that
levels of contaminant:
This office
peat system
a denial to
should take
system.
should not
in Delak':
discharge
place imm:
MEMORANDUM
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Tom Fink,
Mayor
..C-..-e._,.;_.C_b_C J_ nas.rw'..�,u.,�criavanw�_r
n
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
April 10, 1990
Judith Nowland
P.O. Box 1037
Woodland, Washington 98675
Subject: Lot 12B Delaks Addition Subdivision
Peat Mound Wastewater Disposal System
Dear Ms. Nowland:
In response to your recent letter, please be advised that the
contract to regrade a portion of your lot to divert surface
water around the peat mound has been extended so that we can
further monitor the system.
In December 1989, some wastewater effluent was noted to be
surfacing near the southwest corner of the peat mound towards
the road. After spring break-up, this office will further
investigate this problem and make a determination as to whether
to proceed with the planned regrading around the peat mound. We
will advise you as to the results of our inspection.
Dan Roth is continuing to serve as the engineer for this
project. If you have any questions, please write or call our
office at 343-4744.
Sincerely,
h,
Jn Smith, P.E.
Program Manager, On-site Services
cc: Daniel J. Roth, Civil Engineer, On-site Services
Kids Are Our Future
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Dan Roth
On site systems
Municipality of Anchorage
Anchorage, Alaska 99519-6650
1/18/90
Dear Sirs;
MUNICIPALny OF ANCHOi
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
1F.E1 20 iggo
RECEIVED
What is the status of our "innovative sewage treatment system"
in Birdcreek, Alaska? Since our 12/89 authorization to proceed
with "remedial work" we haven*t heard from you. A phone call to'
our renters and to Dan Kowal leaves us concerned with possible
added unforeseen problems. Please addise us on your 1990 repair
schedule and of problems that may exist.
Sincerely,
1mweivs 4-
ith Rowland
E%,
Tom Fink,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
October 19, 1989
Dan Kowal
B.J. & T Construction
2953 Wentworth Street
Anchorage, Alaska 99508
Re: Notice to Proceed for Installation of Fill Material Under
Job Number P.O. 92982
Dear Mr. Kowal:
This letter will serve as your notice to proceed on the above
referenced job. The effective date of this notice to proceed is
October 19, 1989. The date of final completion will be October
29, 1989. You will have ten calender days to complete the work.
I will be the contact person and the inspector for final
acceptance of all work. Please give this office 24 hours notice
before work will begin.
If you have any questions please contact me at 343-4744.
Sincerely,
C1PPW /Via—
Daniel J. Roth
Civil Engineer
On -Site Services
cc: John Smith, P.E., Manager
On -Site Services Program
Notice To Proceed Acknowledged By:
Dan Kowal, Owner
B.J. & T Construction
/Pr"?' r,
Date
Tom Fink,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
October 2, 1989
Judith Nowland
P.O. Boa 1037
Woodland, Washington 98674
Re: Proposed Landscaping on Lot 12-8 Delak's Addition
Dear Mrs. Nowland:
Pursuant to our telephone conversation on September 27, 1989,
please be advised that the innovative peat wastewater disposal
system located on the subject lot does require minor remedial
work. This work consists of grading and placement of fill
material adjacent to the system to ensure positive surface
drainage away from the peat mound. This work is necessary to
ensure that the system will operate in compliance with AMC
15.65, Wastewater Disposal Regulations.
The tenants now living on your property may continue to park
where presently parking. Once the fill material is in place,
parking on it will not cause damage providing no plowing of the
fill occurs. The only area parking cannot occur is on the peat
mound.
The site drainage plan and specifications for placement of the
fill material are enclosed for your information and review. So
that we may proceed with this necessary work please sign and
date this authorization and return it to our office at your
earliest convenience.
If you have questions or concerns please contact me at 343-4744.
S' cerely,
lerce
Daniel J. Roth
Civil Engineer
On -Site Services Program
I authorize the Municipality of Anchorage Department of Health &
Human Services to proceed with the remedial work specified by
the site drainage plan and specifications.
Juc�,ith Nowland Date
n n
DEPARTMENT OF HEALTH i HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
REQUEST FOR QUOTES
LANDSCAPING AROUND PEAT MOUND SEPTIC LEACHING FIELD
INTRODUCTION
The Municipality of Anchorage is soliciting quotes for
furnishing and installing 35 tons of Type II fill material
around an experimental septic system to divert surface water.
This construction will be performed on Lot 12B Delak's Addition,
in Bird Creek, Alaska.
SCOPE OF WORK
The contractor selected will furnish and install approximately
35 tons of Type II material. The Type II material shall meet
the specifications of Type II material except that no material
shall have a diameter greater that two(2) inches. It is
intended that the material be placed and compacted adjacent to
the septic system to ensure positive drainage away from the
system.
Bid Item 1 The unit price per ton in place for imported Type II
material shall include labor, equipment, and materials required
to furnish and place imported fill where directed on the
accompanying drawing, by the engineer. The unit price shall
include grading and contouring of existing material and the
proper placement and grading of the imported material and
mechanical compaction to 95 percent of maximum density.
All construction shall be in accordance with Division 20.00 of
M.A.S.S. and these special provisions. This item may vary in
quantity, depending on the conditions encountered.
The Municipality of Anchorage's Standard Specifications for
streets - Drainage - Utilities - Parks, dated 1984 (M.A.S.S.),
are hereby referenced, incorporated in and become a part of the
contract documents for this work.
IME OF COMPLETION
Time of completion will be seven days after notice to proceed.
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Dan Roth
On Site Systems; Health Department
P.O. Box 19-6650
Anchorage, AK. 99519-6650
September 22, 1989
Dan Roth;
Judith Rowland
P.O. Box 1037
Woodland, WA. 98674
(206) 225-9895
TAUMCIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
5Fp271989
RECEIVED
I need to know exactly what it is you propose to do on my property
and why you need to do what it is you propose. It is my understanding
at this point that the peat system on the Birdcreek Property does not
drain or function properly.
We have heard from you also that the tennants are parking on the wrong
area of the land. They are parking where we told them it was okay and
where we were told by crew members it was okay. Please draw me a
plat map that shows me what areas of my property I can park on or utilize.
Sincerely,
Judith Rowland
2:)tiOih
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MUNICIPALITY OF ANCHORAGE
MEMORANDUM
DATE: August 4, 1989
TO: Dan Roth
FROM: John Smith 51M-u`r
SUBJECT: Correction of Drainage Problems Adjacent to Peat Mound
at Delak
Please take the lead in taking care of the drainage problems
around the peat system at Lot 128 Delak Addition. Dari Bolles is
available to assist you. Things to consider are:
1. Written notification to property owner that additional on
property work is necessary to ensure successful operation of his
system.
2. Preparation of site drainage plan. Dan Bolles has prepared
topo of existing elevations and has done some fill quantity talcs.
3. Preparation of specifications for furnishing and installing
fill material.
4. Preparation of engineer's estimate for total cost.
5. Solicitation of quotes to complete work.
6. Preparation of short form contract and purchase requisition
to award work to lowest bidder
7. Field inspection of work and final inspection of completed
work.
8. Provide notification to property owner that site drainage must
not be disturbed.
Please have a preliminary drainage plan and draft specifications
ready for my review by 8/10/89. Let's try to have a Notice to
Proceed to a contractor by 8/31/89 and final completion by 9/7/89.
cc: Dan Bolles �/
TO
-,pf/H s
ALASKA CflUIROflffleflTAL COf1TROL SCRUICCS, Inc.
Engineering G Enuironmeniol Studies
1200 West 33rd Avenue, Suite B • Anchorage. Alaska 99503.4907) 561-5040
DATEa�`�t' a; y
1?r
SUBJECT •� /a a /7r1.1, c it Stdac
(4/S/er%r f 3/f/n,
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Tom Fink,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
March 9, 1989
Leroy C. Reid, Jr., PhD, P.E.
Alaska Environmental Control Services, Inc.
1412 West 33rd Avenue
Anchorage, Alaska 99503
Subject: Permit Request for Innovative Peat Mound Absorption
System, Lot 12B Delak's Subdivision
Dear Dr. Reid:
After review of the subject permit application by staff in the
On -Site Services Program, the following comments were made:
1. The septic tank to well separation distance has a
waiver on file performed February 13, 1988. Since the
septic tank to our knowledge was not disturbed during
the construction of the peat: mound absorption field,
another waiver is not necessary.
2. Because the lift station is a new item to the overall
septic system,an additional waiver will be written for
the lift station.
•
3. Contrary to the objection by the Archdiocese of
Anchorage, the separation of the secondary absorption
system to the lot line between the subject lot and Lot
5B will be waived to one(1) foot. Since the secondary
absorption system has only six inches of gravel under
the perforated pipe, no adverse impact should be placed
on Lot 5B's ability for septic system upgrade as a
result of this waiver approval.
4. A waiver of the distance from the secondary system to
the well is not needed at this time. Since the
dimensions and location of the secondary absorption
system were documented during construction by Mr. Steve
Morris and Mr. Dan Roth of D.H.H.S., this document will
stand as correct unless further evidence can be
admitted to disprove it.
Leroy C. Reid, Jr., PhD, P.E.
March 9, 1989
Page 2
S. The department requests that a proposal be written by
you for taking steps to correct the surface drainage of
the subject lot to divert water away from the
absorption system. Accompanied with this proposal
should be an estimate for cost of machinery and
man-hours to complete the job.
Upon receiving the requested material, the department will issue
a permit for the experimental septic system.
Sincerely,
Gs/1
Al Sundquist, .E., Manager
On -Site Services Program
cc: Lee Browning, P.E., Manager
Environmental Services Division
Dan Roth, Civil Engineer
On -Site Services Program
n
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name
L?nee Now bete
DISTANCES
Address
5,24 Coy eT 8f'o7, ANcxa<44F t9l qq t9O
(�SL3 `7F3e/
IPermit No.
No. of Bedrooms
3
FROM
TO
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TANK
q) -
p
WELL
7S
T
ABSORPTION
t'rwrfIELD jet*,
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LEGAL 0 SCNIPTION
1.01 610C11
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Township. Range. Section
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LOT LINE
31
201
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AS -BUILT DIAGRAM lS ow bGhan of well. septic ritam, properly hoes, toundauon,
do y at Odd M t
® SEPTIC Is (1 cL,fi ithilntn 0 HOLDING
anulacturer
Ale icePie enL
Matanal
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7' a' stc.ndpt ,
ars
TYPE OF SYSTEM
0 TRENCH XI jBED 0 W. DRAIN 0 OTHER
Deplete pipe bottom from
original grade
Fill added above original grade
Gravel length
Total absorption area
FT
59-
3D ' FT
NSD SO FT
Number of Ines Sal riling
6 2/SD SOFT
Inetailer
57-01T"
MMA/Nle/sen Bret.
cir PRIVATE
Classification IAB.CI
Total depth from original grade
-t- 2
Gravel depth beneath pipe
Zrt4.
Gravel width
FT
FT
/4' FT
Distance between Ines
.2' FT
Pipe material
F8 -/o tt s7n D.2o:Y
Date Instal
4.r17 H-13 /PM?
WELLS
0 OTHER (Identify)
Total Depth
FT
Inalalar - Data lnsWlad:
Cased to
REMARKS: See 4NsIke/ here,-*. Sean',
FT
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Is 7"44tK7oe rn,7Y /$'r . ra.nnsr- ttntr reeau OI '
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Scale:
Inspections Performed:
Mnn2, A, tee gel
Date
/o/.to//ree
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asFthassusersailierimilmi•seacilmtkuil
N if( Municipal and SIAe puldelinp N idled on this Se Nit ver$
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Health Department Approval- Date-
laKiten n Ver.A1Al )e{,ere
ENGINEERS SEAL
72-013 (3/85)
•
ALASKA CII NIROnfll611TAL COfTROL SERu CES, InC.
Engineering & Enuironmental Studies MUNIC'PAL TY OF ANCHORAGE
ENVIRuNMENTAL SERVICES DIVISION
October 20, 1988
Municipality of Anchorage
Department of Health & Human Service
825 L Street
Anchorage, AK 99501
ATTN: Lee Browning
RE: Lot 12B, Delak's Addition
Dear Mr. Browning:
OCT 21 1983
RECEIVED
The collection of information on this peat system has been completed. The data
used in developing this report is from physical measurements; soils logs; review
of Joan Brooks' report; review of Municipality of Anchorage drawings; and
interviews with Mary Frohne, Bub Neilsen (the excavator). Steve Morris and Dan
Roth of the Municipality of Anchorage, and Lance Nowland, the owner.
Attached is the as -built drawing for the peat mound absorption system for this
lot. The existing septic tank and the new lift station is within 100 feet of
the well. A waiver for the septic tank was requested in 1987. On May 12, 1987,
the integrity of the septic tank was determined. There was a grey water system
which was not connected into the septic tank. This was later hooked up by
interior replumbing. See attached letter.
A 500 gallon tank/lift station was installed on July 11-13, 1987. It was at a
distance of 88 feet from the well.
The peat mound meets all requirements of the ordinance except part of the peat
cover extends into the 20 feet patent road reservation. I would doubt seriously
if this road will ever be widened into the full 50 feet wide right of way. It
deadends into a cul-de-sac on the adjacent lots to the north east.
The soil absorption part of the peat system extends very close to the lot line
with lot 5B. There is a well on Lot 5B at a distance of 110 feet from the lot
line. The system serving the occupied house on this lot runs to the northeast.
It would be difficult to ever install a system within this 10 foot strip. I
have contacted the Archdiocese of Anchorage for the non -objection to a waiver.
A copy of the letter of objection Is attached.
The soils in the area of the secondary seepage area are reported to be clean
sands. The excavator also reports that the closer the lot line the better the
soils. The monitor tube, closest the house, Is in layered clean sand and silt.
The system is reported to be parallel the lot line by Brooks, Nowland and
Nielsen. The ground disturbance confirms this position.
1200 West 33rd Auenue, Suite 13 • Anchorage, Alaska 99503 • (907) 276-1361
n
The existing secondary system has an area of 490 square feet. The soil
absorption system for a three bedroom house on a coarse sand with 125 square
feet per bedroom would normally require 563 square feet. An adequacy test was
performed on the system on October 14, 1988. Two thousand gallons of water were
dumped into the system with 25 minutes. The static water level in the field
rose 2.2 feet. The rate of fall was measured in 10 minute intervals for 50
minutes. During this time 1100 gallons was absorbed as the level dropped 1.2
feet. The system, as it now exists, Is more than adequate for a 3 bedroom
house. A graph of the results is attached.
About 60 square feet of the system is within the 100 foot well radius. There are
nearly impermeable soils toward the house. The water drainage appears to be
away from the well. About the time the system started up. the nitrate in the
well was 1.0 mg/L. In June 1988, the nitrate level was 0.4 mg/L.
Bacteriological tests of the well water showed no coliform bacteria. This shows
no apparent effect of the system on the water quality of the well.
There is a need for better drainage on this lot. The way the system is
installed there is a low spot which traps surface water by the absorption
system. The test hole was dry to -7.5 BGL in late July. There were times when
there was 1 inch of water over this area and the water level in the standpipe
was 1-2 feet BGL.
While the adequacy test was being performed some lot elevations were determined.
The top of the cleanout pipe for the dralnfleld was set at elevation 100 feet.
The bottom of the drainage way between the bed and the secondary field is 2.6
feet above the invert of the outlet pipe. A piece of 2' x 4' x 2" insulation
should be placed over the pipe at about 1 foot below the bottom of the ditch.
This would protect/the pipe ;while allowing the drainage ditch to be deepened
by several inches. With selective filling with soil, the drainage problems
would be eliminated. If 4-5 cubic yards of relatively inpermeable soils (F3 -F4)
were spread over the field In a thin layer it would help improve surface
drainage.
From the information obtained, it appears that the system as installed has some
variances from the requirements of the Municipality of Anchorage Code. In my
professional opinion, a waiver of these requirements will not create a health
hazard. With care, the system should function well as a wastwater treatment and
disposal system.
It is requested that the following is approved:
1. The septic tank's distance to the well be waived to 75 feet. /1L RFS "td/
2. The lift station's distance to the well be waived to 88 fee
3. The secondary soil absorption system serving the bed be approved to lie
within one foot of the 58 lot line.
j7vrn(,
4. A waiver of the distance from the secondary system to the well be Aro MEM'
granted to 95 feet.
5. The drainage should be improved to ensure a long lived system.
6. The system is a valid on-site wastewater treatment and disposal system.
Please issue a permit number for this system. If you have any questions please
let me know.
,40,11.11.74
' O .
• •r e aero. J `
•
�'•.• CE -2251
Attachments
LCR/sr
Sincerely,
Leroy C. Reid, Jr., PhD, P.E.
President
iOT /ZE Dada. 1.< ADD 17-1 on./ S/7
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apchbiocese of anchonaQe
225 Coaaova Stacet • anchonacc, Alaska 99501 • 907/258-7898
September 29, 1988
Mr. Leroy C. Reid, Jr., President
Alaska Environmental Control Services
1412 West 33rd Avenue
Anchorage, AK 99503
Re: Lot 5B & 12B, Delak's Addition
Dear Mr. Reid:
Pursuant to your letter of September 16, 1988, we have
reviewed your request to issue a non -objection statement
relative to the sewer system being installed too close
to our property. After considering your request and
discussing it with Municipal staff, we are not in favor
and object to the system being installed or operated con-
trary to State and Municipal regulations, standards and
guidelines.
Thank you for the opportunity to comment on this subject.
Sincerel ,
Michael J. Meehan
Director of Planning
r1 n
ALASKA enUIROnmenTAL CONTROL SERUICCS, InC.
Engineering & enuironmental Studies
September 18, 1988
Archdiocese of Anchorage
225 Cordova
Anchorage. AK 99501
ATT\: Mike Meehan
RE: Lot 5B, Delak's Addition
Dear Mr. Meehan:
The Municipality of Anchorage has asked that I review an experimental sewer
system that was installed on lot 12 B. Delak's Addition. This is the job we
discussed earlier today.
Part of the system encroaches on the 10 feet separation distance to the lot
line. The attached sketch shows the location of the system. The part of the
system closest to the well on lot 56 is 110 feet from the well. The sewer
system on lot 58 supposedly runs in the north easterly direction behind the
newer house. It would be highly unlikely that a sewer upgrade for lot 58 would
be near the lot 12B system because of the well location. There is an older
vacant log house on the northwest part of lot 5B and a newer, occupied building
on the northeast part of the lot. The MOA records show a single family dwelling
for this property. Is this correct?
If you have no opbjectlons I would appreciate a statement of non -objection to
the sewer system being within 10 feet of the lot line. Below is an example of
such a statement:
Date:
I. , state that there is no objection to the Municipality
.of Anchorage granting a waiver of the 10 feet setback distance between the sewer
system and the lot line for Lot 12B Delak's Addition.
Signature:
If you have any questions please let me know.
Sincerely,
1200 West 33rd Avenue. Suitt 13 • Anchorage. Alaska 99503 • (907) 561.5040
a
M
SITE:
Alaska Pacific University
4101 University Drive • Anchorage, Aloka 99508.1672
•
PEAT MOUND STUDY
•
CHEMICAL AND BACTERIOLOGICAL TESTS
(Rb e../2b-et.
(907) 561.1266
TITRE: 9 Sat DATE: SE77T/D SB
_
•
Sample Source 1
PARAMETER
Septic '
Peat
Mound
Well
Water
Ditch '
Water
_Tank
.TEMPERATURE
/D o
So
50
DISSOLVED OXYGEN
z3" Pi
—
pH
-7fcd
t.Z
Cp,Ri
6. c
eTEMPERATURE PROBES •
°J GC..
Above Pipes (1)
V
Below Pipes (2)
•
/ 3'
1' Below Pipes (3)
/ Z- °
Base of Mound (4)
ii
Lift Station Meters
•
�
Duration
5-0•7 A
a.
_
Cycles
OQO/.66
B0D5 (mg/1)
fro/
I 17
S
BODm mg/1
COD mg/1
L // 4 o
3 q
—
Pt,:
'TSS mg/1
5-2.
2 3
"'9'
TRN mg/1 •
ata
3.1
150
NITRATE mg/1 tdud)�,`�
o?/e2
D.8'
T. PHOS mg/1 j'J'
a1.O
.t -
rN3
-
COLOR cu
tt.o�'( t
/0 V
/
20
TURBIDITY stu_
3 3
z S
/•y
CONDUCTIVITY (NMC1qq//11 )
`f 6O
`+? ro
07.4t:}5P
TOTAL COLIFORM No./100 ml
35->( lc?
< (
L
FECAL COLIBORM No./100 ml
Z)0041
{ 1
t
Gi
t. arta 17.
1.1.4.4141.X
w
M
E
cc
0
�e�l 7.1 n n iso sn� 8•S,i_
Alaska Pacific University
rn0 Pr y- �,yg
4101 Univenitr Drive • Anchorite, Ah.k■ 99508-4672
(9071561.12266
PEAT MOUND STUDY
Q� CHEMICAL AND BACTERIOLOGICAL TESTS
JJ
SITE: I21) CREfiL TIME: O8S0
DATE: 8-6-88
COMMENTS•
Samples Source I
PARAMETER
Septic
Tank
Peat
Mound
Well
Water
Ditch '
Water
TEMPERATURE
`l
/1 c
7
DISSOLVED OXYGEN
•
O
fN 6
fit?
pH
;.,.5/
4'.i
6.3
TEMPERATURE PROBES A)Q,
/r
•'
•
Above Pipes (1)
17o
Below Pipes (2)
A
ill
1' Below Pipes (3)
/70
Base of Mound (4)
/pe
Lift Station Meters
/
Duration
L'- ::
><C:::
Cycles
/
BOD5 (mg/1)
/ qb
BODm mg/1
/ ( •
COD mg/1
'900
Yr -
4
TSS mg/1
3?
99
TRW mg/1
S6
3.7
816
NITRATE m 1
0•,- 0• f 0
7•S�O. 3
r
T. PHOS mg/1 ; ?
, "P-9"
. Z 4
,spigirp
.
COLOR cu
400
3
98
—'
TURBIDITY stu
/0
62
it
/1
CONDUCTIVITY (1261)
300
yQQ
f0
TOTAL COLIFORM No./100 ml
1y662S
!•4.1
1
FECAL COLIFORM 140./100 ml
59,k003
CI
<'
COMMENTS•
Alaska Pacific University
4101 University Drive • Anchorage, Aluk■ 99508-1672
1907)561.1:66
"ftm
. PEAT MOUND STUDY
CHEK
S
SITE:54104:1"�BACTERT IME: ICAL O DATE: .
0
H
c.
LABORATORY
PARAMETER
Sample Source I
Septic '
Tank
Peat
Mound
Well
Water
Dit •
Wat
TEMPERATURE
IF
DISSOLVED OXYGEN
33
pH
r;,/
(•q
TEMPERATURE PROBES:
/7
Above Pipes (1)
2 I
Below Pipes (2)
r 3
4
1' Below Pipes (3)
/ 0
Base of Mound (4)
%
0y
Lift Station Meters:
........‘„
Duration
14411
44IIIIIII
Cycles Dime
041
BODS (mg/1)
rrr���
r
BODm mg/1
COD mg/1
s q3
TSS mg/1
lrq/0
TEN mg/1..
70
y6
Z, sq-
NITRATE mg/1 /4
,O.
j Sa 5`
c :
T. PHOS mg/1 %ef 4 X .L • �1,
COLOR cu 0
/ 0 r
TURBIDITY stu ay
:
B �
CONDUCTIVITY (Nl/1/1) ,f)-0
600
TOTAL COLIFORM No./100 ml
FECAL COLIFORM No./100 ml j42,700
e
COMMENTS.
0
M
a
Alaska Pacific University
4101 University Drive • Anchorage, Alaska 99508-4672
19071 561.1:66
PEAT MOUND STUDY
CHEMICAL AND BACTERIOLOGICAL TESTS
%
SITE: 14 (/2-424 TIME: Oi
DATE:
PARAMETER
Sample Source
Septic
Tnnk
Peat
Mound •
Well
Water
Ditch '
Water
TEMPERATURE
9
8
8
DISSOLVED OXYGEN
0
11.3 9
pH
a
7.0
G'
%.7
,' .
TEMPERATURE PROBES 16
Above Pipes (1)
le
Below Pipes (2)
la
1' Below Pipes (3)
Base of Mound (4)
6
Lift Station Meters
,
Duration DO OOO 4D
Cycles 43.0
/
BOD5 (mg/1)
2.0crrr���
BODm mg/1
COD mg/1 4 0
ZS
TSS mg/1 S`7
/ c_
"
TKN mg/1 77
'%IS
3.5
NITRATE mg/1
.3
4#*. V.
13
T. PHOS mg/1 -:...5 I.is} ,10
_215
,C`b
Q ,�8
COLOR cu 1'01
9 1
1,*
go
4/
1414/
' /
Z a i
TURBIDITY stu
'CONDUCTIVITY Ala) 1/5
30
..5-0
TOTAL COLIFORM No./100 mi co X JOS
1
{ /
FECAL COLIPORM No./100 ml 121 X ICS
'( 1
'c I
COMMRNTs. I11On1
0
• w
a
r
Alaska Pacific University
4101 university Drive • Anchorage. Alaska 99508-4672
(9075 56
PEAT MOUND STUDY
CHEMICAL AND BACTERIOLOGICAL TESTS
SITE: "--01Rb 0.2Eek TIME: /D00 DATE: Jam. -Af
PARAMETER
Sample Source
Septic
Tank
Peat
Mound
Well
Water
Ditch '
Water
TEMPERATURE
DISSOLVED OXYGEN
pH
TEMPERATURE PROSES Q,, 1a'
Above Pipes (1)
Below Pipes (2)
1' Below Pipes (3)
Base of Mound (4)
Lift Station Meters
Duration 9'799i -6'r
Cycles
BODS (mg/1)
BODm mg/1
.(
Z
c16/
y/./
a
tf°G
1,01
%e�
1.38
COD mg/1
3-
0
TSS mg/1
1
a
TEN mg/1
NITRATE mg
T. PHOS mg/1
ND
i3J w .is
J;Oo
13
1
COLOR cu
ire
(a0
(D
TURBIDITY stu
4f
3s
CONDUCTIVITY (WI)
3S0
.2
3'a
TOTAL COLIFORM No./100 ml
Ho xios
30
<f
FECAL COLIFORM No./100 ml
17Xlog
<1
.QMMEIITS
,
wele'vfer tee/ a..
c
w
N
0
s
n
Alaska Pacific University
4101 Univeniry Drive • Anchorage. Alaska 99508-4672
(907)561.1266
PEAT MOUND STUDY
CHEMICAL AND BACTERIOLOGICAL TESTS
SITE: 131rd Crr[,t TIME: 0re-
e r
DATE: / " is •r •
Sassyde eeerey4 a :a/d hoar h - oJ.-; , b4 Stec c hK.
Sample Source
PARAMETER
Septic
Tank
Peat •
Mound
Well
Water
Ditch '
Water
TEMPERATURE
3
V
l
—/ (1 J
DISSOLVED OXYGEN
0,9
S,/
pH
51
Ond;
TEMPERATURE PROBES
Above Pipes (1) '
Below Pipes (2) .'r
)K::I
1' Below Pipes (3) •-Base
of Mound (4) I
Lift Station Meters
Duration
37 /
Cycles
8'6 7
' BOD5 . (mg/1)
17 Z
$ Y
BODm mg/1
COD mg/1
q. 3V6
J
I4 1
TSS mg/1
15.
/3.
TKN mg/1
NITRATE mg/1
.6
/9
T. PHOS mg/1 ':5 T.
125
.03
COLOR cu
46J0
75
TURBIDITY stu
_(%
11
//11
CONDUCTIVITY (NaCl)
;Oo
Zi d
TOTAL COLIFORM No./100 ml
) 7 )( lob
/ os -o
120
'—
FECAL COLIFORM No./100 ml
1X10[.4/
''�.1 .
8
.I
C0MMFTS: Welt: 'gni 4r WI
fl MJ►I(,i tga • J`'�iscc u71 Am reed bnr of "kin!
Sassyde eeerey4 a :a/d hoar h - oJ.-; , b4 Stec c hK.
0
F
0
n
Alaska Pacific University
4101 Umvenny Dnve • Anchorage. Alaska 99508-4612
1901 561.1:6#
PEAT MOUND STUDY
CHEMICAL AND BACTERIOLOGICAL TESTS
SITE: . f r:• '\ (. !. J• ( TIME: ' "G..tr
DATE: 7— /7
•PARAMETER
Sample Source I
Septic
Tank
Peat
Mound
Well
Water
Ditch '
Water
TEMPERATURE
2
/
is'
_stil
DISSOLVED OXYGEN
�-
-.
pH
•70
C.y
c.f
/e)
Ij�
TEMPERATURE PROBES
A4. —V
Above Pipes (1)
p
Below Pipes (2)2-
1' Below Pipes (3)
2.4
Base of Mound (4)
Lift Station Meters
•�3
`
/+
Duration
..-7‘6
- Cycles
zr g -s y
BODS (mg/1)
/3 8'
2
BODm mg/1
—�
COD mg/1
3e2
`�qj'p�
'7, •
TSS mg/1
a' S.-
re/
etr"•
TKN mg/1.
l{, L
NITRATE mg/1
1.7
.S/.O
1.9
•
T. PHOS mg/1
ICI41,14
.19
itle
COLOR cu
sirs'
A o
TURBIDITY stu
91/
S'3
/I..17
CONDUCTIVITY (M i)
Sat)
/`JVD
y,
TOTAL COLIFORM No./100 ml
Aft/
o? O
p
FECAL COLIFORM No./100 ml
at.v/0 V
'L •
0
COMMrnTS s�i c.L e w r�iLt __✓4� i chit f .4irz.. 7.Cl (7 VCT L
1.
s.
LABORATORY
(a)
Ala:1.a Pacific University
�I1`I l'nnn•nv Drove • Anchorage, Alaska 9•5O8-161:
190:1 i61.: •
PEAT MOUND STUDY
CHEMICAL AND BACTERIOLOGICAL TESTS
SITE: $Itb CeEEK
TIME: DATE: Z-13-88
�
1 PARAMETER
Sample Source 1
Septic
Sank
Peat
Mound
Well
Water
Ditch '
Water
TEMPERATURE
y' C,
346C
76C—
aCDISSOLVED
DISSOLVEDOXYGEN
O
/.77
pH
' 78
7.3
8.8
TEMPERATURE PROBES
A...1., o C
Above Pipes (,Y) ('i)
O' C.
Below Pipes (21 (3)
,r G
1' Below Pipes (21 (2)
3. C
Base of Mound (A') 0)
«s Cr
Lift Station Meters
Duration
3.3.8 he;
Cycles `/9y9
788
BOD5 (mg/1).
7.0Z
r
rZ
BODm mg/1
COD mg/1
5 20
Z•
TSS mg/1
/0
5 7•
.TKN mg/1
S8.0
6.0
'1.8
•
NITRATE mg/1 mo3_pj
/3.0
//.8
1.0
T. PHOS mg/1
/,1'!
0. (
— .
COLOR cu
1/S0
350
30
TURBIDITY stuqq//II
66
57
8
CONDUCTIVITY (WI)
/075
/000
/'/O
TOTAL COLIFORM No./100 ml
// x.105
T'NIT C_
< 1
FECAL COLIFORM No./100 ml
/.O Xlos
< 1
<
N
0
E
0
(Th
..ca Pacific University
4 IJ: 1 •. ••.cs Prnr• • An. homer, Alaska 4w5OS.44:
r'1
IOC7i;41•I:'#
PEAT MOUND STUDY
CREMICAL AND BACTERIOLOGICAL TESTS
SITE: B3)er, Ce'FEK
TIME:
DATE: 1-16-88
PARAMETER
Sample Source
Septic
Sank
Peat
Mound
Well
Water
Ditch '
Water
TEMPERATURE
7 c G
/ D C
DISSOLVED OXYGEN
/ /y
PH
•7.7•
6.5
TEMPERATURE PROBES
44. -.5°c
Above Pipes 04 (q) •
O•
Below Pipes C21 (3)
3'
1' Below Pipes (37(z'
'/'
Base of Mound (•4') (/l
5
Lift Station Meters
/.4
Duration
9,7
Cycles 999 9
• 7`/2-
.
SODS (mg/1)
/// .
2_
BODm mg/1
(, 9
•
COD mg/1
.390
Z 5
TSS mg/1
83
Z 5
TKN mg/1
75
S. o
•
NITRATE mg/1 nju3- N11
/7
/7
T. PHOS mg/1
2 .3
0.2._
COLOR cu
4/30
/60
•
TURBIDITY stu
0
Z/•
CONDUCTIVITY (NaCq/I)
9 70
%So
TOTAL COLIFORM No./100 mi.
3k/OS
<1
FECAL COLIFORM No./100 ml
'32X/03
<
COMMFNTc-
n
�`" ' AL.:, •:a Pacific University
i
0
a
N
5i.
N
0
0
a
a
SITE:
al'l I.• • hnce • An. honer. Ala.ka W5Q3•467:
19i71 5^:.::A•
PEAT MOUND STUDY
CHEMICAL AND BACTERIOLOGICAL TESTS
tIkb l•_i.EEK TIME: //'00 Awl
DATE: /Z -I9-37
.60 G+LT.t. C1u-'
1
Sample Source 1
PARAMETER
Septic
Tank
Peat
Mound
Well
Water
Ditch '
Water
TEMPERATURE -3.5•
•
7.:V
DISSOLVED OXYGEN
0
3.09
pH
• 8.to
6.9
8
TEMPERATURE PROBES
Above Pipes (1)
O.
Below Pipes (2)
3.
1' Below Pipes (3)
5'
Base of Mound (4)
!(o
'
,
Lift Station Meters
Duration
7• y
cycles 99 9 S
685
BODS (mg/1) .
17 8
3
BODm mg/1
O
z.
COD mg/1
44 90
-5
TSS mg/1 IVali' 1
Sys
Z.F8
TKN mg/1
72.
6.5
3.'1
U T&A E mg/1 NO3-0
/.75
41. 5
vr5
T. P1105 mg/1 E"y4
2.0
0.&,7
0.(
COLOR cu
3415
/coo
o
TURBIDITY stuqq//11
t!, ,.55
/38
1
CONDUCTIVITY (14261)
/ 0 50
/10 0
/Z.0
TOTAL COLIFORM No./100 ml
j X107
/a Xlel
<
FECAL COLIFORM No./100 ml
?
Y
< (
COMMENTS! SO4..4ic ?2cai
CofiA-ori1S
c I+O /rot344 en F+( ,
.60 G+LT.t. C1u-'
1
0
a
w
0
0
0
SITE:
Alaska Pacific University
4101 Univeniry Drive • Anchorage. Alaska 99508.4672
19071 561.1266
PEAT MOUND STUDY
CHEMICAL AND BACTERIOLOGICAL TESTS
�Ik'D CREEK
TIME: /0:30 Ant DATE: /1-28-87
•
PARAMETER
Samples Source
Septic.
Tank
Peat
Mound
Well
Water
Ditch '
Water
TEMPERATURE
2/
256
DISSOLVED OXYGEN
o
z.3
pH
9
6.7
TEMPERATURE PROBES
Above Pipes (1)
0.
Below Pipes (2)
9`
1' Below Pipes (3)
G •
Base of Mound (4)
/
7.
Lift Station Meters
Y
Duration
6.7
:::))`
• Cycles i19i i
6 S7-
,/
BOD5 (mg/1)
97
y
c.cs.� •_
BODm mg/1 7 day i b
116p
21.L4) 'U p,h•51--
N.G 1
COD mg/1
41 Z5
91/
TSS mg/1
a9
751
TKN mg/1
69
$.8
# kTE-mg/1 NO3-4
i.?
z$
T. PHOS mg/1 PO.,/
/. L17
.0 /
COLOR cu •
310
375
TURBIDITY stu//11
5 7
77
CONDUCTIVITY (N C1)
560
575
TOTAL COLIFORM No./100 ml
8.o.c106
4 O 56
FECAL COLIFORM No./100 ml
5.Ox105
—J
r�^
COMMFNTS• roas., i.+ Sep+iC loath. 6,¢4� SIDUnc/ eV?e.lu— _
111.54 j. .ke. sr !+/�.14y , 1
0
a
N
u.
>e
0
0
0
0
r^
AI. •:.a Pacific University
Ili I 1 . n -v 1M ni • An. LPeaee. Ala.la'.IklY..InT:
SITE: Bleb
0070V14:141
PEAT MOUND STUDY
CHEMICAL AND BACTERIOI.OGIC.IL TESTS
eaK
Tl'IE: C900
DATE: /0/21/P7
PARAMETER
Sample• Source
Septic
Tank
Peat
Mound
Well
Water
Ditch '
Water
TEMPERATURE C
7
7
DISSOLVED OXYGEN
0
7./
•
pH
: 7.3
6.5
TEMPERATURE PROBES
Above Pipes (1)
3
Below Pipes (2)
7
1' Below Pipes (3)
7
Base of Mound (4)
r
J"
Lift Station Meters
_/..-
Duration
Duration
3.1
Cycles
58o
I /
BODS (mg/1)
SODm mg/1
So
Z
COD mg/1
TSS mg/1
1 75
17
TKN mg/1
32_
5.7
.
NITRATE mg/1 x.)03-0
0.7
AM
T. PHOS mg/1
O.y
.05
COLOR cu
Co O
3o
TURBIDITY stuq
15
23.5
(NQ 11
CONDUCTIVITY C1)
2 -So
X80
TOTAL COLIFORM No./100 ml
FECAL COLIFORM No./100 ml
'.i .
<1
ISS)Wirtarii_: krts".' Cl."1"5 cot S Noel rc9 acliih1.. Lap .
0
.4
w
N
W
1'
0
ALASKA PACIFIC UNIVERSIT.
PEAT MOUND STUDY
CHEMICAL AND BACTERIOLOGICAL TESTS
SITE:BIkt CREEI< TIME: 0900 DATE: /0h7b37
PARAMETER
Sample Source
Septic
Taa3Jc
Peat
Mound
Well
Water
Ditch
Water
TEMPERATURE c+°
G
5
3
S na7E
r lAbmuts
DISSOLVED OXYGEN
O
5.7 7
p"
8.9
7.z.
7.3
6-9
TEMPERATURE PROBES
Above Pipes (1)
Below Pipes (2)
1' Below Pipes (3)
Base of Mound (4)
1
•
Lift Station Meters
Duration
z./
>C
cycles
541 .
BODS (mg/1)
Hog
7
30°'!//
BODm mg/1
COD mg/1
2. z5
tl6
TSS mg/1
'14
f(09/ a
30��/
TKN mg/1
74
(2T) /0
NITRATE mg/1
/. z
2.
1.S
T. PHOS mg/1
2 .6
. 17
0 .
COLOR cu
215
So
/O
TURBIDITY /btu
yt • 5
/Z 7
Z . ti
CONDUCTIVITY (NMC1)
570
390
419
TOTAL COLIFORM No./100 ml
TN T �,
(0
.FECAL COLIFORM No./100 ml
<1
20 [o/.J/oem/
COMMENTS:
0
a
N
0
0
0
0
ALASKA PACIFIC UNIVERSITY
PEAT MOUND STUDY
CHEMICAL AND BACTERIOLOGICAL TESTS
SITE:T3IRb CREEK TIME: /100
DATE: /o j -/ g7
7
PARAMETER
Sample Source
Tank
Tank
Peat
Mound
Well
Water
Ditch
Water
TEMPERATURE C'
8
7
STATE
S,Tfiumrws
DISSOLVED OXYGEN ►.ij/,Q
O
/. G z
pH
7.9
7`i
G"9
TEMPERATURE PROBES
Above Pipes (1)
Below Pipes (2)
1' Below Pipes (3)
Base of Mound (4)
Lift Station Meters
Duration
/,/
Cycles
77?S2.y
\
BODS (mg/1)
19 5
Z
30 M9//
BODm mg/1
13 I
( 9
COD mg/1
32.9
75
��-s.
TSS mg/1
17 7
.36154 .
r= '
K30 m9If
TKN mg/1
96
3
NITRATE mg/1
a.5
h8�g
4 /0
T. PHOS mg/1
/.4/1/
O .8 O
COLOR cu
/55
/3o
TURBIDITY stu
3 7
33.5
q
CONDUCTIVITY (Na
1
l)
450
/000
TOTAL COLIFORM No./100 ml
(o,$%/os
TNTC/C
FECAL COLIFORM No./100 ml
s
/.2x0
p•^,,
ti -3‘1":1L.
4oto/.
1
hoo,./
COMMENTS!
AINsNCs
BIRD CREEK
10-3-87 10-17-87 10-24-87 11-28-87 12-19-87
PARAMETER State
Standards Tank/Mound Tank/Mound Tank/Mound Tank/Mound Tank/Mound
PN 6-9 7.9/7.4 8.9/7.2 7.3/6.5 9/2.3 8.6/6.9
BOD5 Img/1) 30 max. 195 / 2 164 / 7 - / - 97 / 4 145 / 298
TSS (mg/I) 30 max. 199 / 36.5 46 / 691 175 / 17 89 / 751 145 / 298
NITRATE (mg/11 10 max. 2.5 / 18.0 1.2 / 12.2 0.7 / 4.4 1.9 / 28 1.75 / 4.5
MN (mg!1) - 96 / 3 76 / 4 32 / 5.7 69 / 8.8 72 / 6.3
FECAL COLIFORM No./100 m1 20 max. 1.2X10(5)/136 4.0X10(5)/12 - / (1 5.0X18(5)/2 (1 / 4
TOTAL COLIFORM No./100 ml 6.8X10(5)/TNTC TNTC / TNTC - / - 8.0X10(6)/1056 1X10171/TNTC
BODm (mg/1) - 131 / 19 - / - - / - - / - - / _
COD (mg/11 - 325 / 75 225 / 46 - / - 425 / 94 490 / 5
COLOR cu - 155 / 130 215 / 50 60 / 30 410 / 375 345 / 1000
TURBIDITY stu - 37 / 33.5 41.5 / 27 15 / 23.5 57 / 99 66.5 / 138
A FIELD REPORT ON THE INSTALLATION OF TWO PEAT SYSTEMS IN ALASKA
by Joan L. Brooks (Research Associate, Department of Civil
Engineering, University of Maine, Orono, Maine 04469
phone (207) 581-2182
BACKGROUND
At the request of Jewel Jones, Commissioner of Health and
Social Services, Municipality of Anchorage, Alaska, I agreed to
supervise the installation of two peat systems for on-site
treatment of septic tank effluent. Ms. Jones, in a conference
call, said that Mary Frohne would be her representative and
that Mary would be the person I would have direct contact with
on all aspects of the project.
In conversations and a letter to Mary I requested the
following: 1) sites were to be evaluated, soils mapped, and all
permits approved, and copies sent to me prior to my departure
for Anchorage; 2) a licensed engineer would review, sign and
seal my suggested design work; 3) adequate time be provided to
meet with the excavator or contractor and the licensing agency
personnal prior to the beginning of construction; 4) and that I
be provided with a sample of the peat to be used in the systems
at least a month prior to my departure for Alaska (this sample
was to be shipped overnight in a chilled and insulated
container to enable me to evaluate the microbial population in
the peat). I also suggested that I should give a seminar to the
engineering community on my research and nine years of
experience with peat systems.
Mary Frohne assured me that there was no problem with any of my
requests and that they would be met. In return for my
consultation on the peat systems and a brief report on
suggested testing and possible future research I would receive
a consulting fee and have all expenses paid. A signed contract
was to be in my hands prior to my departure from Maine and the
fee would be given to me after the peat systems were in place
and prior to my departure from Alaska. Mary asked if I would be
willing to stay at her home instead of a hotel in order to keep
the costs of the project as low as possible. In return, Mary
said she would see that I had the opportunity to see some of
the sights in Alaska at no expense to myself, if I could stay
for a week or two after the peat systems were installed.
After a number of calls from Mary it became clear to me that
there were conflicting opinions in Anchorage about the proposed
project. The contract was delayed and I would receive it when I
reached Anchorage. At the time of this writing I still have not
received a contract, nor have I ever seen any of the paperwork
normally required for installation of an experimental on-site
wastewater treatment system. I did receive a sample of the peat
to be used in tC systems and determined itfielas mainly
reed -sedge peat and not sphagnum peat as I have used in the
past. I was not able to run certain microbiological tests
because the sample was not refigerated during its extended time
in transit. After examining the peat samples I notified Mary
that certain levels in the peat deposit appeared useable in the
peat systems if prepared properly and explained what was needed
as to texture and moisture content.
SITE EXAMINATION AND INSTALLATION OF THE PEAT SYSTEMS
Upon my arrival in Anchorage I was met by Mary at the airport
and taken directly to the office of Lee Reid whom I was given
to understand has done the preliminary work on the sites
selected for the project. We had a brief discussion on the
sites but I must admit I was not at my best due to the 13 hour
flight and the time change.
On Thursday morning Mary introduced me to the Nielsen Brothers
who would be doing the excavation and actual construction of
the systems. We then went to the field to view both sites. The
one site is located at Rabbit Creek Heights and the other at
Bird. When we reached each site Mary told me where she felt the
system should be located on the property. I was not shown any
paperwork on property lines, distances to wells, elevations,
etc. Mary.told me what these parameters were and asked how I
wanted to design the systems.
After viewing the two sites Mary took me to see the site where
the peat was being excavated. This was the location of a
subdivision which is now under the control of six banks. One of
the bankers, Dean Cooke of the United Bank of Alaska, met us at
the site for discussion about the peat and its suitability for
this project. Bub Nelson of Nielsen Brothers was excavating
peat for project use. I showed Bub how to recognize the type of
peat which I feel will work best here. I also pointed out what
material to avoid using in any future systems.
On Thursday evening I gave a seminar to a number of engineers
from private and regulatory sectors, the homeowners of one of
the test sites, and several others, on my experiences with peat
systems. A number of good questions were raised by the audience
following my presentation. However, these same questions
indicated there was a strong difference of opinion as to how
this project was being handled, or should have been handled. I
tried to make it clear that I am an impartial outsider in this
issue and was only here to share what expertise I have
concerning past experiences with peat systems.
Rabbit Creek Heights- Some peat was on site and had been
prepared by breaking up the clumps, spreading and drying the
wet peat, and removing the larger roots, and woody materials.
This peat was stacked to the rear of the proposed peat field
area in a windrow. A pile of broken brick, crushed block and
broken bags of cement which had hardened was stockpiled at the
site to be usecor the layer of sand requ.ad underneath the
peat in the system. There was also a stockpile of peat which
had not been prepared as above but it could be used for the
surround.
This site is located directly on peat, between the right side
of the house and a gravel road. On the far side of the road is
a ditch which is classified as a stream. This road intersects
with the road which runs in front of the house. There are
ditches on both sides of this road which are classified as
streams. At present it appears that the current system is in a
state of failure. I was told the owner is using a septic tank
as a holding tank. I saw evidence of a high ground water table,
and that at some time the untreated septic tank effluent has
daylighted on the property.
Stakes were already in place on what was to have been the
outside dimensions of the peat system. Because the water table
is near the surface of the ground it was necessary to construct
the system as a mound completely above ground. The existing
slope of the site also made it somewhat difficult to construct.
I was told this was a three bedroom home with a design
requirement of 150 gal/bedroom. Because the peat I have used
will effectively treat lgpd/sq.ft. I moved the stakes so that
the bed would have a surface of 16 ft X 30ft (480 sq.ft.). Mary
wanted to discharge the treated effluent directly into the
undisturbed peat below the bed and had already placed some of
the broken block within the bed area. Although subsurface
disposal of the treated effluent directly under the peat field
has been shown to be acceptable in Maine, for this project it
was more prudent to line the system and include an underdrain
with a sample port so that monitoring of the effluent may be
accomplished in such a way that the results can be compared
with my previous work. I also feel strongly that an underdrain
design allows collection of a more representative sample of the
treated effluent, and thus more accurate results may be
obtained.
Dan Roth and Steve Morris of the municipal On -Site Services
Program were on site for the construction of both this and the
system at Bird. Their presence was invaluable to me in that I
could consult with them immediately whenever I had any
questions about local regulations concerning on-site systems.
In addition to their advice, they also provided most of the
manual labor during construction of the fields.
If all of the proper paperwork had been completed beforehand as
I had requested, and I had had the opportunity to spend time
with the on-site services personnel and the excavator prior to
construction, everything would have gone much more smoothly. It
took much longer to construct the system than I feel is
necessary. But under the circumstances I don't think anyone
could have done it in less time. The excavator was more than
cooperative and was also working under somewhat adverse
conditions. During construction I learned the home was actually
rated for four fdrooms instead of three. nrtunately the work
had not progressed too far at that point and there was ample
room to extend the end of the field to 40 feet, making the area
640 sq.ft.
The system was constructed on top of the existing peat with no
undue disturbance of the surface vegetation. A liner of
Visqueen was placed on the surface and the sides were built up
to hold this liner in place. The liner extends approximately
two feet up the sides and ends of the system.
A layer of broken block was then placed on the liner and
hand-picked to remove large pieces of brick and block. The
underdrain (4in. perforated pipe) was bedded in the broken
block and extended through the membrane with solid pipe. A
sample well was constructed by placing a X connection in the
solid pipe, capping the bottom, and extending the top above
ground where it was covered with a removable cap.
Approximately three feet of prepared peat was added above the
porous material and then ditched.to receive the rock and
distribution pipes. As each line was dug out rock was placed on
the bottom to a depth of about 3 in. and perforated pipe was
placed on the rock and leveled. Additional rock was added to
the depth of the pipe before the top 18 in. of peat was put in
place. The distribution network consisted of six 4 in. diameter
perforated pipes, each 26 ft. long and interconnected with
solid pipe at each end. Pipes were lain 2.5 ft. on center with
approximately 2 ft. between the outer pipes and the limits of
the peat. Additional peat was added for the surround.
Work stopped at the end of a rather long day on Friday, July
10, 1987, with half of the distribution pipes in place at
Rabbit Creek Heights. On Saturday morning the entire crew
returned to finish putting in the distribution pipes and adding
the top 18 inches of peat to the system. The peat system was
then complete with the exception of some grading of the
surround. Other work which remained included adding more
perforated pipe beyond the sample well for final disposal of
treated effluent into the.existing ditch behind the house,
covering this pipe with rock, installation of a new two chamber
septic tank which will include a lift station, installation of
the pipe from the lift station to the distribution network in
the peat field, and setting the pump to dose the system with a
maximum of 0.5 gal/linear foot of perforated pipe within the
field. The owner is having a new well installed which will be
located more than 100 ft. from the treatment field.
The owner said the existing ditxh behind the house will
eventually be filled in. I advised her to extend the perforated
discharge pipe in this ditch for at least 100 feet if possible
before it surfaces to ground level, and to bed the pipe in
rock. It was at this point that the entire crew moved down to
Bird to begin the process once more.
Bird site --When Th and I visited this sit^on Thursday she
showed me where she expected to put the field. I had some
concerns as to what would really be the best spot for the
system. The test pit was located outside of the proposed field
area. A utilities pole with underground connections to the
house and across the street to another house was located in the
center of the lot. There is a 20 foot right of way from the
road according to Mary. Also there is a steep slope at the left
side of the property. Mary showed me the location of property
lines and the well. We measured the distance from the well and
discussed the location of the treatment field further. There
was a very large tree located just at the edge of the 100 foot
separation distance from the well and even though the owner had
volunteered to take it down I hoped we could save it if at all
possible. Mary also indicated that the owner wished to keep the
driveway in its present location.
I observed an uncovered septic tank with dirty water surfacing
around it and then flowing off in a ditch to the side of the
property. I was told this was only gray water. Mary did not
know where the existing treatment field was located, but
thought it was directly between the tank and the road, but did
not know how it was constructed.
On this site I had been told the soils were such that a larger
area was required per bedroom and I laid out a tentative area
for the field to the left of the utilities pole.
•
When the decision was made to line this system, it was possible
to decrease the field size to 16 ft X 30 ft. as this was a
three bedroom house. With a ground water table located at 5.5
ft it was possible to put at least part of this system within
the ground and still maintain a 4 ft separation from the bottom
of the field.
Prior to my arrival the owner had taken a week of his vacation
time to prepare the peat which was stocked on site. He had
spread it out all over his front yard to dry, broken it up, and
removed all woody materials. When Bub Neilson arrived at the
site he had a much better idea of what was going to happen and
was able to stack the prepared peat where it would be available
easily during the actual construction.
Once again because Dan and Steve were on site I was able to
consult with them on the best location for the system. The
owner was most cooperative and said there was no problem with
moving his driveway, or anything else we wanted to do. He also
volunteered to assist in any way he could during construction
on Saturday. However he would not be able to be with us during
the week as he works on the North Slope.
An excavation was made between the utilities' pole and the
existing drive. This was then lined with Visqueen. An 8 inch
layer of sand was placed over the membrane and the 4 inch
perforated underdrain was then bedded in this sand. Two and a
half -feet of pe�were added above the sand�efore work stopped
for the day. Be. :e Bub left the site he cored the stockpile
of prepared peat with plastic. The peat field was also covered
with plastic to protect it from rain until Monday when work
would resume.
On Monday the crew again assembled and the distribution pipes
were bedded in rock and covered with an additional 18 in. of
peat. A sample well was placed in the underdrain pipe about one
foot from the liner.
When the soils were being excavated from the area for the peat
system a large vein of sand was observed at approximately the
two foot level. Oral history of the site indicated there had
been a ridge which ran along this property line and it was
possible this sand would be adequate for the acceptance of the
treated effluent from the field. A decision was made to
discharge this effluent into a 7 ft wide trench which ran
parallel to the property line and perpendicular to the
treatment field. Two 4 in perforated piped were placed 4 feet
on center with 1.5 ft from pipe to side walls. These pipes were
placed over 6 in of rock, covered with 6 in of rock and then
Typar before being backfilled with spoils.
A test well was also installed to monitor the level of the
ground water. This also allowed Dan and Steve to do another
soil profile adjacent to the trench.
When we finished at the end of the day the treatment field and
the disposal trench were complete and a 500 gal lift station
had been delivered. Bub Neilson was to return on Tuesday to
install the lift station, connect the feed line to the
distribution network, cut the driveway, and do the finish
grading.
This system went in easier than the first for several reasons:
the excavator was able to place materials where he wanted them,
sand was used under the peat unstead.of material used in the
previous field (required much'less time and labor to put in
place), part of the system was in ground which made it easier
to line and build side walls, and there was a better
understanding of the process as a whole.
RECOMMENDATIONS
Thermocouples should be placed in both fields a minimum of four
depths below the surface: just above the distribution pipes,
just below the distribution pipes, one foot below the
distribution pipes, and two feet below the distribution pipes
at the sand/peat interface. If funding is available, useful
information could•be obtained by placing thermocouples in
mineral soils about 20 feet from the peat field at the same
depths from the surface as above.
I would strongl "recommend that samples be Cillected of both
influent to, and effluent from, each of the two peat systems
once each month for a full year. Tests should include suspended
solids, BODS, pH, fecal coliforms, dissolved oxygen (DO), and
nitrate nitrogen. Temperature of influent and effluent should
be recorded immediately prior to sample collection. A sample of
each month's effluent should be retained for visual comparison
of the color change over time.
In addition to the above, I recommend that all samples be
collected by an independent contractor. Sample wells must be
evacuated within 12 hours prior to sample collection to remove
any material trapped in the wells which could contribute to
erroneous results. Testing of the samples should follow
Standard Methods.
At the end of a full year of testing an evaluation will have
to be made as to whether to continue the tests or not. I should
point out that my experience has been the peat systems tend to
improve with age and I would not be concerned if the first
month or two the effluent did not meet the standards for BOD5
or suspended solids.
If the local peat proves acceptable, and funding is available,
I would recommend installing at least two systems without
liners. These would have to be sized according to code and
could be tested by placing a series of slotted and wrapped
pipes below the peat and outside the limits of the field on the
downslope side.
Future systems must go through the permitting process prior to
construction. Having the proper paperwork in hand would make it
easier for the excavator to do his job. It would also eliminate
the possibility of misunderstanding on the part of anyone from
agency to owner about what is required or expected and exactly
where individual responsibilities lie.
SUMMARY
Two experimental on-site peat systems have been installed and a
testing regime has been recommended. Both systems have lift
stations and are lined with an underdrain and contain a sample
well. Influent to the systems may be collected from the septic
tanks or the lift stations. Final disposal of treated effluent
is subsurface in rock filled trenches.
Recommended tests include BODS, DO, TSS, Nitrate -Nitrogen,
Fecal coliforms, and pH. Temperature of influent and effluent
should be monitored. Thermocouples should be placed at various
depths within the peat system to monitor temperature. If
possible a duplicate set of thermocouples should be placed in
mineral soil approximately 20 feet from the peat system.
The systems took longer to construct than expected. The major
reason was the lack of written plans and the fact that many
decisions had t be made in the field duriln construction. Many
delays could have been avoided had I received copies of site
evaluations, plans, and permits as agreed upon.
The Nielsen Brothers are to be commended for their excellent
work under what,I am sure, were sometimes trying conditions.
The lack of documentation and my unfamiliarity with the
municipal codes would have made it virtually impossible for me
to make competent on-site decisions, had it not been for the
assistance of Dan Roth and Steve Morris of the Municipal
On -Site Services Program. Their assistance was invaluable to me
and to the success of the project and I appreciate the fact
that their superiors allowed them to spend several days with me
in the field, especially on such short notice.
With any experimental system it is absolutely necessary that
full communication, backed up by written documentation, be
maintained with all parties involved from the beginning of the
project. I cannot stress too strongly that proper procedure be
followed in the future.
In conclusion may I say that this has been a very interesting
experience. I expect the peat systems to function adequately. I
request that a copy of all the paperwork and the as-builts be
sent to me as they become available.
•
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ALASKA 6OROPf11CflTAL COf1TROL SER2 CS, If1C.
engineering 6 enuironmental Studies
June 19. 1987
Municipality of Anchorage
Department of Health & Human Services
825 L Street
Anchorage, Alaska 99501
Re: Delak's Addition, Lot 125
Waiver tWR87-010A
Dear Dan:
On May 12th, 1987 I did a soil test on the subject lot. The soils were a silty
gravel with sand seams. getting moist with depth and with occasional boulders.
On the 19th, the water level had risen to 6 feet and on the 22nd it was down to
7 feet. The percolation test shows the soils rating as 215 square feet per
bedroom. The site plan shows this lot to be a very unusual lot with the well in
such a position that there 1s only one spot on the lot that a sewer system could
go. Presently there is a driveway that covers a portion of were the system
could go. Also, there is fair quanitity of trees, approximately 4 inch 1n
diameter that will have to be removed. In order for the system to be installed
the compacted area of the abandoned driveway would need to be removed. The
excavation would then be backfilled with a pit run gravelly sand.
The existing septic tank is within the 100 foot well radius but It does have
water tight couplings. Therefore we feel that structurally it is in good
condition. There is a grey water area In the house that will need to be hooked
up to the system. The proposed system would be within a 989 square foot area
which is slightly more than the area required for the system. It is a at 50
foot set back from the slope and is away from a lower area along the road. A
lift station would be required on this lot, in order to install the bed. This
lift station is outside the 100 foot radius to the well. There are no other
reserve areas on this lot.
If you have any questions please let me know.
Signed by:
es . ..est,OF A�int&
45
• to REID, JR. •
\ 2251 • ,t
1200 West 33rd Autnue. Suitt B • Anchorage. Alaska 99503 • (907) 561-5040
ALASKA ENVIRONMENTAL
CONTROL SERVICC'INC,
1200 West 33rd Avenue. Suite B
ANCHORAGE, ALASKA 99503
(907) 561.5040
JOB
De /:
eTh
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EASEMENTS OF RECORD, OTHER THAN
THOSE SHOWN ON THE RECORDED /
PLAT,'ARE NOT SHOWN HEREON. •
•'EOFzght'
i * 49TN .,.
, •
-g..1 Awn.. Kai! Dowling. ��
15645 ;•j
• II pRU ESSIDNAL scar
kECEk• kS-&WtT •
LOT SURVEY CERTIFICATION -
LOT •126. et lckxxxxxxx'
nf1 evrc AfoiTitlN (Plat 7C_1RA) • •
ANCHORAGE RECORDING DISTRICT
BY: DOWLING •6- ASSOCIATES •
g04 EAST 15th Ave. Suite 2
ANCHORAGE, ALASKA 99501 •
•FEPARED
.— 10y. 1 ors. o:/ ii .7DIwo.
LEGEND:
BRASS CAP MONUMENT
O IRON PIPE
• STEEL PIN
13 SURVEY NUB a TACK,
4'
REVISIONS
Residence of: .
DATE
a•
BY
1 F.B.
1GRID:
PERFORMED FOR:
'
= �0�•I
•
Municipality of Anchorage i CQ; T
DEPARTMENT OF HEALTH & HUMAN SERVICE',••• 49
8251." Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST # .•
�Iva7 NolaMc/e/
Site %
LEGAL DESCRIPTION:A J /Z 13 A /a IPS S✓ b
1
2
3
4
5
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(FEET)
Oi_,
6rjre/ calf
Sa-nd Sea. s
C6 m3
S. //9 Gray,/
1,4 ,44 0 CC)/.o./
l0,+ Alt g.
/10r et lir Ts
,COMMENTS
at,
(d /-2 {'/. So; is
PERFORMED BY.
DAitit
Y
F AL 9; INEER•S SEAL)
..••.
'9 R
•$
•........ •.%
C. REID, .ae : 0
`k\\my:*
Township, Range, Section: no KJ Rico s/O (.Ins- 3 20 /
SLOPE SITE PLAN
or
1
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
S
L
O
P
E
Depth to Wow Aller r
Monitoring? alt S7/'1'/82
11
•
PA),
1N
81raa
f
r
4 17
Nr -.r
{/:
Reading
• Date
Gross
Time
Ne
Time
Depth o
Water
Net
Drop
S
If
.
Or.
/ 1 us"
D
0
0•yr
1'1_rrnr
o
- gab;
ar—
9
O
O'��rT
.
S rio
0
,. e
•o
PERCOLATION RATE 2 / . (minutes inch) PERC HOLE DIAMETER R i
TEST RUN BETWEEN /•O FT AND /•`. FT
l•t.o/y A.e/7' //(/tt r/iyl rtr1. l 2.k.ror/r@ an -O a/6,r pre
rrra'hta/1 &J4J-(Ace t C/as+/7 vpa.. GxerJa7.0.t.
/tc PO) ) /et Pc. ,: CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE
72408 IRev. 4,85)
EAGLE R JER ENGINEERINCSERVICES
Lou Buten, P.E
P.O. Box 773284
Eagle River. Alaska 99577
Telephone (1197) 894-5195
June 16, 1987
Mr. and Mrs. Nowland
SRA Box 8507
Bird Creek, Alaska 99540
Dear Mr. and Mrs. lowland:
On February 13, 1987 a waiver request for Lot 12B, Delak Addition
was granted, with a conditional waiver.
One of the conditions of the waiver was that the expected upgrade
of the absorption field with an extension of time should be completed
by JJ llv 15, 1987 and a soils test with water monitoring done before
the upgrade. Attached is a copy for your files.
This letter is to serve as a reminder and to inquire if we can be
of any service to you.
If there are any questions or concerns, please feel free to call
me at 694-5196.
Sincerely,
Louis Butcra, P.L•.
LB:bls
attachments
cc: Municipality of Anchorage
MUNICIPALITY OF ANChlOPAC*
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
FAUN 18 i9s7
RECEIVED
1'
r 1
ALASKA Eflbu50f1[Ef1TAL COIITIIOL SERUICcS, If1C.
Engineering 6 Enmronmentol Studies
June 1. 1987
Lance Noland
SRA Box 98507
Bird Creek. Alaska 99540
Re: Lot 12B, Delak's Addition
•Dear Lance:
On May 12, 1987 I made a soil logs of your lot and it is attached. We dug the
testhole to 14 feet and noted very wet soils below approximately 6 feet. On the
14th. I returned to do the percolation test in the two holes which we had
prepared. I found that the water level had risen to 6 feet. This made this
area not possible for a perc test, so I then dug a testhole beside the test at
about 1 foot deep. It perced out a 215 square foot per bedroom. This would
mean that a bed system would have to be installed on the lot. In order to keep
it 100 feet from the well, the system would have to be placed In the area of
your driveway. This is tricky in that the ground may be compacted underneath. As
I showed you on the sketches which I left for you, there is not a lot of space
where you can put the system. You and I had discussed on the telephone the
possibility of putting the system on the slope between your lot and lot 12C.
This would not be possible as it would still be within the 100 foot of the well
radius.
In the paper I gave you I discussed the possibility that you could move the well
in the vicinity of the green house and then you could probably put a system on
the slope by filling with a couple feet of dirt at the low end. This could then
be tapered out to give you the required slope. However, we would have to do a
soil test in the vicinity of the slope top 1f you elect the option to move the
well.
I know that this has become somewhat disgusting to you in that you have such a
problem of getting a system upgraded to meet the code. I think the problem
originated with what the original owner did in siting the well without
consideration as to what it would do to the lot when the time came for future
development. You are reaping the reward of his lack of foresight.
I think that your idea of possibly putting the system along side of the bank is
a good one. However. it would require you to move the well. In the long run it
may be more econmical to move the well and to put 1n a long lasting system on
the edge of the slope.
If you have any questions please let me know.
Sincerely,
Leroy . Reid ;4. PhD. PE
Pres] eat
,inn tit.., 9i..t A....... l.W. R • AMCIroMN Aintin carol .font) 54'.5040
n
Municipality
of
Anchorage
February 13, 1987
n
P.O. BOX 196650
ANCHORAGE, ALASKA 99519-6650
(907) 264-4111
TONY KNO WLES,
MAYOR
DEPARTMENT OF HEALTH 8 HUMAN SERVICES
Lou Butera, P.E.
Eagle River Engineering Services
P.O. Box 773294
Eagle River, Alaska 99577
Subject: Waiver request for Lot 12B Delak Addition
Waiver Number WR87-010A
Dear Mr. Butera:
Your request for waiver of the required 100 foot separation
from a septic tank to a private well for the above mentioned
parcel has been given a conditional waiver at this time. The
separation distance pending upon conditions being met has been
waived to 75 feet.
The conditions of this waiver are as follows:
1. At the time of excavation the septic tank is exposed
and the integrity of the tank verified and if not already
in place, water tight calder couplings or the equivalent be
placed on the tank fittings.
2. The expected upgrade of the absorption field with an
extension of time should be completed by July 15, 1987 and
a soils test with water monitoring done before the upgrade.
3. The upgrade of this system should have a minimum of two
inspections performed by a certified engineer with this
department.
If you have any questions of the conditions of this waiver
please feel free to contact me at 264-4680.
Sincerely,
Daniel J. Roth
Civil Engineer
On -Site Services
im,EAGLE RIVER ENGINEERING SERVICES
E4
Fe ruary 9, 1987
Lon Batera P.E.
P.O. Box 773294
Eagle River, Alaska 99577
Telephone (907) 6945195
Mr. Daniel J. Roth
Municipality of Anchorage
Civil Engineer, On-site Services
P.O. Box 196650
Anchorage, AK 99519
REF: Lot 12B Delak Addition
Waiver #WR 87-010
Dear Mr. Roth:
I have received your waiver determination dated February 3, 1987
regarding the above referenced lot. I am resubmitting this application
with additional information in the belief that you misinterpreted our
original request.
The original submittal letter dated 1/16/87 requested a possible
waiver to 75' separation distance for an existing septic tank. Your
reply stated that septic systems installed post 1968, which are
undocumented, require proper extensive testing of the leachfield soil
conditions. We are in agreement with your statement but at this time
we are only concerned with the feasibility of keeping the Septic Tank
in its present location. We are not at this time asking for approval
of the leachfield and the owner is aware that a soil test and proper
permit is re3�u`ired for leachfield approval. The present owner is
currently int3jd'igatiop2 with the previous owner (seller) regarding the
septic system and only desires a determination on the permanence of the
septic tank location at this time.
As stated in our original letter, the tank approval can be made
conditional on an engineers inspection of the exposed septic tank. The
owner at this time requires only a waiver determination with regard to
the septic tank only. I believe the appropriate waiver fees have been
paid directly by the owner.. Please reference, as an example, a similar
waiver request WR 87-011, Lot 2 Block 5 Riverview (attached) which
involves determination of a septic tank location only.
If you have any questions, or if any additional information is
requested, please feel free to contact me at 694-5195.
Thank You,
Lou Butera, P.E.
2
Municipaaty
of
Anchorage
February 3, 1987
P.O.r\X 196650
ANCHORAGE. ALASKA 99519-6650
(907) 264-4111
TONY KNO WLES,
MAYOR
DEPARTMENT OF HEALTH E. HUMAN SERVICES
Lou Butera, P.E.
Eagle River Engineering Services
P.O. Box 773294
Eagle River, Alaska 99577
Subject: Waiver request for Lot 12B Delak Addition
Waiver number WR87-010
Dear Mr. Butera:
Your request for a waiver of distance of well to septic
tank/seepage pit and health authority approval cannot be
approved at this time.
Systems installed after the effective date of the
ordinance(1968) which are undocumented must have the engineer
provide dimensions of the system and verify type and size of
tank. Appropriate soil testing will be required and water
monitoring. At the time the absorption system is being
documented the engineer must expose and verify the integrity of
the septic tank and if not already fitted with water tight
couplings must do so. This will apply even if the Department
has previously signed a health authority approval on the
property.
Sincerely,
Daniel J. Roth
Civil Engineer
On -Site Services
EAGLE RIVER ENGINEERING SERVICES
.4k4
January 16, 1987
Lon Buten P.E.P.A. Box]]]E4f
P.O. 773294
Eagle River, Alaska 99577
Telephone (907) 694-5195
Mr. Steve Morris
Civil Engineer, On-site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
REF: Lot 12B Delak Addition
Dear Mr. Morris:
MaaaCtPAUfl OF ANCNORAL$
DEPT. Of HEALTH &
ENVIRONMENTAL PROTECTION
IJAN 2 91987
RECEIVED
On behalf of my client, Mr. & Mrs. Lance Nowland, I am submitting
a waiver of
MEM
the information necessary for your determination of
iniase ar t' tance,
The septic system was installed by a previous owner without an
inspection by the Municipality at that time. As per the inspection
report enclosed, a later request for Health approval was granted based
on a 1983 adequacy test for two bedrooms. Our field measurements
confirm the tank inlet to be at 74' from the well. -"The enclosed well
log that the well draws from an unconfined sand aquifer at a depth of
76'. The casing is continous to 79' where it penetrates the sand
layer. The soil stratum above the sand layer is classified, till, grey
& hard which I would take to mean a dense silty soil. The well log for
adjacent lot 12A describes a similar sand aquifer at 83'. The surface
topography is such that any surface seepage would be directed away from
the well location toward a 15% slope to the west. Research of
neighboring soil logs has disclosed a sandy -silt soil type with no
water table to 18' (lot 12A). A water sample for coliform bacteria in
1982 was satisfactory. The well is located opposite the house from the
septic tank so that the full basement would act to separate the well
from the tank. It is expected that once this waiver is approved, the
owner will be applying for an on-site septic permit. During the
installation of,a new leach trench the tank can be inspected and proper
water tight fittings can be installed. A waiver to 74' would be
basically consistent with current State requirements for a holding
tank.
If there are any
required, please feel free
Thank You,
questions or
to contact me
if additional information is
at 694-5195.
tAMICWOEEAANOgRMtE
OWL OF TH
ENVIRONMENTAL PROTECTION
JAN 291987
\Lou Butera, F.E.
i -a9-2/ att'oca-o -i etio.c t-ttVED
LIM. LW MAIM &
ENVIRONMENTAL PROTECTION I- c t 1 Q Pe /< K 4,40'66 -•EAGLE R11tR MoD
ENGINEERING SEI, ACES WIt1.987
SHEET NO
P. 0. Box 773294
EAGLE RIVER, AUff CALCULATED e,. /.it"?: re-
Phone
-4Phone 694 -►Z ttriVED
CHECKED BY
SCALE / 'r- 4/ e
OF
DATE 3/,r/F 2
DATE
MAO Al1(nres)is. Os 1St 1101
LOCATION OF WELL
(P1 on complals silk r 10, Ib or lc.)
WATER WELL RECORD
STATE OF ALASKA
DEPARTMENT OF NATURAL RESOURES
Division of Geological & Geophysicol Surveys
Drilling Permit No.
A
oR 10001 5950
DLI Borough
Lnch.
Subdivision
DelnkcAdd.
Lot
12-D
Block
lb.
—of_ot
y. qtrs.
—of —
Section No.
To.nehlp NQ
SQ
Range ED
WO
Meridian
Ice
DISTANCE ANO DIRECTION FROM ROAD INTERSECTIONS
S Ad and Ar.o of Well Location
S. OWNER OF
Address:•F.
WELL:
Jr,;/
Bird
Fr •zier
Box EG/)4
creek, Ar. 9995!1f
2. WELL LOG
Feel B.lo.
Surface
4. WELL DEPTH: (final)
S. DATE OF COMPLETION
Materiel Type
Top
79 11.
-�I -...
Bottom
_Z
rill: rrev rnr? here
4
7,;
6. ricabl. tool 0 Ro o.y 0 Orir.n 0 Dag
:and: bror:n with water
76
79
QAua•r Qd•tted 0Bored QOther :
7.USE:E5 Domestic Q Public Supply Q Industry
Q Irrigation Q Recharge Q Commerlcot
Q T.at Well Q olh.r:
6 CASING: Thr.od•d
Q Q Welded
dial. r In. 10 79 ft. Depth Weight 17 lbs./ ft.
diem. In. to 1t. Depth Sliekup ft.
9 FINISH OF WELL: Open totton
Type: Diameter:
Slot/Mesh Size: Lengthy
,.IUMIrIPAI ITY Of
ANCHORAGE
Set b•I nem ft.
and ft.
rrn c',17."
-TA p•
Backfilling Gravel
ENVIR.14..I..A...0
C r:
1
pack
10. STATIC WATER LEVEL: 7? ft. 7 /n /'
q
• CEP1
Q Above or T3 Bao• land surface Dal.
Eampm.nr used: r:alld lino
RECEIVED
(?.PUMPING LEVEL below land surface and YIELD
76 ft. after 2 hr.. pumping 15 g.p.m.
ll. after hrs. pumping g.p.m.
12.GROUTING WII Grouted: Q Ye. Q No
Mal•rlol: Q Neat Cement J Other: 111turrl
13. PUMP: (If available) HP
Length of Drop Pip. ft. Coped?Y g.p.m.
Q Su bm. Q Jet Q CenlrItical Q Other
I4.REMARKS:
16. WATER WELL CONTRACTORS CERTIFICATION:
15. Water Tom ____• 0 F 0 C
This ..ti .as drilled under my jurisdiction and this report Is true to the best of my knowledge and belief;
Focr Grilling AA 0753
• R•gia.r•d Business Nome Contract Llc.n.. Number
Adams: !...2 2 lio;: ?5C0 Chu,•iC:, ;}k. 99557
slga.d:Y-1c , (0-r Njr---).-•4.- Dat.: 0/f)/62
Authorized Rep roe
Form 02•WWR (11/61) Copy DI.tribution: WHITE, Stat. 0608, PINK• Driller, CANARY -Customer
oR 10001 5950
t7Ut+i I C I F•htL_ I T'r OF= f=1t-4C1-.QFfR0E
DEF'AR'TMENT i1 HEALTH AND ENVIRONMENTAL OTECTION
825 '' ,STREET, ANCHORAGE, AK. 9_ _c1
264-4720
L_ L_ F`CFt+i I T
PERMIT NO. ( 820433 )
APPLICANT JAY FP..AZIEP. SRBO?C 0644 BIRD CREEK 99540 653-8302
LOCATION BIRD CREEK
LEGAL DELAKS ADDITION LOT 12-8 LOT SIZE 32000 SQUARE FEET
MINIMUM DISTANCE BETWEEN A WELL AND AN'? ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDINGG
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTANCE FROM A PRIVATE WELL TO Fl PRIVATE SEWER LINE IS 25 FEET AND
TO A COMMUNITY SEWER LINE IS 75 FEET.
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAt9_ ARE
AVAILAE:LE TO INSURE PROPER INSTALLATION.
F
F: ret I T E -CF' I FEE L'ECEFv1BEF Ice LS'S2
I CERTIFY THAT
1: I AM FAMILIAR WITH THE REQUIREMENTS FOR. ON-SITE SEWERS AND WELLS A5 SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
SIGt1ED: --
ISSUED BV �4_= / _ -- ---DATE
V4.0
MUNICIPALITY OF ANCHORAGE
0
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. 090-021-49
1. GENERAL INFORMATION
Complete legal description DELAKS ADDITION LOT 12B
Expiration Date: _ / 7
Location (site address) 307 SAWMILL ROAD, BIRD CREEK, ALASKA 99540
Current property owner(s) TYLER AND PIPER MACHAMER Day phone
Mailing address
Real estate agent
307 SAWMILL ROAD, BIRD CREEK, ALASKA 99540
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone
3. NUMBER OF BEDROOMS:
3
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
®
Private Septic
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for: Distance:
Received by:
COSA to be released to the engineer, unless otherwise requested by the engineer.
Date:
COSA Fee $_ .5 50 ''�' 3� Waiver Fee $
Date of Payment Sz1/2 2 Date of Payment
Receipt Number g09065 lgI R3 Receipt Number
COSA # 0_5C,2_ 2 I q0 c� Waiver #
5. 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 for this application, shows that the
on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the
Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater
disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in
effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm FIRST WATER CONSULTING Phone 907-350-9566
Address 13030 SUES WAY ANCHORAGE AK 99516
Engineer's Printed Name CURTIS HUFFMAN, PE Date 7/25/22
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 estimate of how long a system will function satisfactory /Aw&P• • • • • !�9 ��
for current or future occupants or guarantee that no unseen encroachments, deficiencies or *J
discrepancies exist can be given by First Water Consulting & FWfS *• •� TH • * �t�/
•• ......
6. DSD SIGNATURE • • • • • • j
'. Curtis Huffman
System #1 Approved for bedrooms ��'F��••• CE 128991
• 7/25/22. •
System #2 Approved for bedrooms I�IFvPROFESSOW
Disapproved
Conditional approval for bedrooms, with the following stipulations:
\\`l��I�LITYrrrrrrp�"�i
ern ST_b� m
q ER
�0,� fiAM oma;
SER
By: t^- Original Certificate Date: 0—/
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
Legal Description: DELAKS ADDITION LOT 12B Parcel ID: 090-021-49
If more than 1 septic system on lot: COSA Checklist # of Structure served by this system
A. WELL DATA
® Well log is filed with Onsite (or attached)
Date drilled 7/30/1982
Total depth 79 ft
Cased to 79 ft
® Sanitary seal is functioning correctly
® Wires are properly protected
Casing height (above ground) 12+ in.
Date of flow test for COSA 6/29/22
Static water level at beginning of test 73 ft.
Comments
B. TANK DATA
Age of tank(s) NA — NEW TANK years
Tank type/material STEP / POLY COATED STEEL
Measured operating fluid level in septic tank NA
® Standpipes/foundation cleanout per record drawing
Date of pumping NA
D. ABSORPTION FIELD DATA
Well production at time of test 3.5 gpm
Water storage tank volume NA gallons
Well disinfected for coliform test? ❑ Yes ® No
® Coliform bacteria is Negative
Nitrate 0.816 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ® Arsenic less than MRL (ND)
Collected by
FG1C
Date of Sample 6/29/22
C. LIFT STATION
® Required maintenance completed
Age of lift station NEW STEP years
Lift station material POLY COATED STEEL
Comments:
Which system tested (date installed) 10/1988
Adequacy test date 6/29/22
® ALL standpipes present per record drawing
Results M Pass For 3 bedrooms
Total measured depth from grade 3.9 ft (max)
Fluid depth prior to test 0 DRY in
Measured depth to pipe invert from grade NA ft (min)
Water added 450 gal
® N/A — pressurized field
New depth 2 in
® Monitor tubes go to bottom of effective. If not, state
depth into effective MOA IR SHOWS V ED
Elapsed time 1400 min
® Code -required soil cover over field
Final fluid depth 0 in
❑ System presoaked
Absorption rate 450 gpd
(Required if vacant for greater than 30 days prior to
Any rejuvenation treatment (past 12 months) N
date of test)
Gallons introduced gallons
If yes, enter date
F
Comments/Deficiencies:
,
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
® Yes
if No
Community Sewer Manhole/Cleanout > 100'
If absorption field is under driveway comment below
Property Line > 10'
❑ Yes
if No *75+
ft
® Yes
if No
ft
Neighboring Tank > 100'
® Yes
if No
ft
Private Sewer/Septic Line > 25' ® Yes
if No
ft
Absorption Field on Lot > 100'
❑ Yes
if No *95+
ft
Holding Tank > 100' ® Yes
if No
ft
Neighboring Absorption Fields
> 100'
Animal Containment > 50' ® Yes
if No
ft
® Yes
if No
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75'
—
®Yes
if No
ft
®Yes
if No
ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
® Yes
if No
ft
Surface Water > 100' ® Yes
if No
ft
Property Line > 5'
® Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
® Yes
if No
ft
Private Wells > 100' Yes
if No
ft
Water Main > 10'
® Yes
if No
ft
Community Wells > 200' ® Yes
if No
ft
Water Service Line > 10'
® Yes
if No
ft
If septic tank is under driveway comment
below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10'
® Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
❑ Yes
if No *1+
ft
Wells on Adjacent Lots:
Water Main > 10'
® Yes
if No
ft
Private Wells >' 100
_ ®Yes if No ft
Water Service Line > 10'
® Yes
if No
ft
Community Wells > 200' ® Yes if No
Surface Water > 100'
® Yes
if No
ft
F. ENGINEER'S COMMENTS
*PER EXISTING MOA WAIVERS.
G. ENGINEER'S CERTIFICATION
l certify that l have determined through field inspections and review
of Municipal records that the above systems are in conformance
with MOA COSA guidelines in effect on this date.
.... . TM .........
Curti; Huffman
f ����cs' • • . 8/17/2022.
�•
�
��F�Fa pROFESSIONAL`�
Parcel I.D. 090-021-49
Municipality of Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
Certificate of On -Site Systems Approval
Expiration Date: 7-0/ - ( V-
1. GENERAL INFORMATION
Complete legal description DelakS Addition, Lot 12B
Location (site address) 307 Sawmill Road Girdwood, AK 99687
Current Property owner(s) Kenneth M. Smith Day phone 301-8013
Mailing address P.O. Box 687 Girdwood, AK 99687
Real Estate Agent Day phone
2. TYPE OF DWELLING:
Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS:
Three
$USMi . TA[
APR 7 2014
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well E Individual El
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for: Distance:
Received by:
COSA to be released to the engineer, unless otherwise requested by the engineer.
Date:
COSA Fee $ 5210 Waiver Fee $
Date of Payment W 3fiti Date of Payment
Receipt Number O 0 9562 Receipt Number
COSA # (386/q11/7 Waiver #
5. 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 for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm Anderson Engineering
Address P.O. Box 240773 Anchorage, AK 99524
Phone 522-7773
Engineer's Printed Name Michael E. Anderson, P.E. Date 4/3/2014
6. DSD ,"7--
YsSSystem #1 Approved for 3 bedrooms
System #2 Approved for bedrooms
Disapproved
Conditional approval for
By:
Qe ['4Qeve
49TH ; \
,:S,�iifa9G? .cro�r�oiv ;
:.r', CE -4351 °
rPOrF;tlOrw�`.�`°
bedrooms, with the following stipulations:
�S ON-SITE fir
WA
JRWASTFWATER o
PROGRAM
4
/.
r r
The iptinf:rage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
Original Certificate Date:
7. ATTACHMENTS:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
COSA blue sheet ( '- .i c
Nitrate Advisory
Arsenic Advisory
Other
If more than 1 septic system is on the lot:
COSA Checklist # of _
Structure served by this system
Certificate of On -Site Systems Approval Checklist
Legal Description: Delaks, Lot 12B Parcel ID: 090-021-49
A. WELL DATA
Well type Private If A, B, or C provide PWSID #
Date completed 7/30/82 Sanitary seal (Y/N) Y
Total depth 79 ft. Cased to 79 ft.
Date of test
Static water level
Well production
FROM WELL LOG
7/30/82
72
ft.
15
g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mL Nitrate .565 mg/L
Arsenic N/D ug/L Date of sample: 3/26/14
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel
Well Log (Y/N)
Wires properly protected (Y/N)
Casing height (above ground)
AT INSPECTION
3/28/14
75.3 ft.
2.7
g.p.m.
Y
Y
>12
Collected by: Anderson Engrg.
Date installed
1982**
in.
Tank size 1,000 gal. Number of Compartments 2 Cleanouts (YIN) Y
Foundation cleanout (Y/N) N Depression over tank (Y/N) N High water alarm (Y/N) N
Date of pumping 3/25/2014 Pumper A Plus Horne Services
*Cleanout Inside Foundation Wall in Crawlspace **No Record of Installation. Permit Issued in 1982.
C. ABSORPTION FIELD DATA
Date installed 10/88** Soil rating (g.p.d./ft2 or ft2/bdrm) 1.2GPD/SF System type Bed
Length 70 ft. Width 7 ft. Gravel below pipe 1 ft.
Total depth 5-6 ft Eff: absorption area 560 ft' Monitoring tube Y Depression over field N
Date of adequacy test 3/28/14 Results (Pass/Fail) Pass For 3 bedrooms
Fluid depth in absorption field before test 4.5 in. Water added 476 gal. New depth 7.3 in.
Elapsed Time: 46 min. Final fluid depth 4.5 in. Absorption rate >= 450 g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type)
N
**Put On Line 10/7/1996. Originally Constructed 10/20/1988.
If yes, give date
D. LIFT STATION
Date installed 7/11/87 Size in gallons 500
"Pump on" level at in. "Pump off' level at in.
Datum Bottom of Tank Cycles tested 3
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Sewer /septic service line >25'
Animal containment areas >50'
75'***
95'***
N/A
Manhole/Access (Y/N) '
High water alarm level at in.
Meets alarm & circuit requirements? Y
On adjacent lots >100'
On adjacent lots >100'
Public sewer manhole/cleanout
Holding tank N/A
Manure/animal excrete storage areas >100'
N/A
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation >5' Property line >5'
Water main >10Water service line
Wells on adjacent lots >100'
ABSORPTION FIELD ON LOT TO:
Property line
1,***
Water Service line >10' Surface water >100'
Curtain drain None NotedWells on adjacent lots >100'
>10'
Absorption field
Surface water
>5'
>100'
Building foundation >10' Water main N/A
F. COMMENTS
***Waivers Issued Allowing Encroachments.
Driveway, parking/vehicle storage >10'
G. ENGINEER'S CERTIFICATION
1 certify that 1 have determined through field inspections and
review of Municipal records that the above systr s are in
conformance with MOA COSA guidelines in effect c : ;is date.
Engineer's Printed Name Michael E. Andersor, ?.E.
Date 4/3/14
COSA brown sheet_10-1412.doc
&.i• B�`i4, ,�,
® V•;�
P IA *
Osseo eeeeeeee •Ont.. .......-
�?• MICHAEL E. ANDERSON = 1
•
CE -4381
®°t�ovV��y"�
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage. AK 99519-6650
www.muni.orgfonsite
(907) 343-7904
er=tL v+a^'c.E
CERTIFICATE OF ON—SITE SYSTEMS" APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. OPO -09-1-
COSA#
1. GENERAL INFORMATION
Complete legal description DELAK'S 5/0; LOT 126
Location (site address)
Current Property owner(s)
p0289
Expiration Date: a! I — - 07
SAWMILL ROAD, BIRD CREEK
JEFF McDONALD
Mailing address HC 52 BOX 8502
Lending agency
Mailing address
Real Estate Agent
Mailing address
Day phone 783-0366
Day phone
Day phone
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
TYPE OF WASTEWATER DISPOSAL.:
Individual On-site
❑ Individual Holding tank
❑ Community On-site
❑ Public Sewer
•
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage Is not responsible for errors or omissions In the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, l verify that my
investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. l further verify that based on the
information obtained from the Municipality of Anchorage files and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone '337-6179
Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, LtD. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines B Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured lo readily Identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report Is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party Is not authorized, nor will it confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for bedrooms.
Disapproved.
Conditional approval for
Datet-
goo�4p.. v
QF /• sm1
Q
•
D
7 J r: y A. ornessi
vohte 79/3 goo
aoe, ./. ). o���eor
Q pro/esstone`v�
��000t�`�t�t«rrnf,i
bedrooms, with the filowing stipulations:
kkLk �SY 9F44,1
JAG.
ON-SITE •' �'
WATER AND m"
WASTEWATER
PROGRAM : c
k •
pyo
as•
er‘Nz0
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Reort
Other
(Rev. 11/05)
Original Certificate Date:
8- -3-07
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description. DELAK'S S/D; LOT 128 Parcel ID: 010 — 0 a.I - Li?
A. WELL DATA
Well typePa If A, B, or C provide PWSID# N/A WeII Log (Y/N) YES
Date completed 7/30/1982 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES
Total depth 79 ft. Cased to 79 ft Casing height (above ground) 12+ in.
FROM WELL LOG AT INSPECTION
Date of test 7/30/1982 5/31/2006
Static water level 72 ft. 76 ft
Well production 15 g.p.m. 2.92 g.p.m.
WATER SAMPLE RESULTS:
Conform 0 colonies/100 mi. Nitrate 0.673 mg./L. Other bacteria 0 colonies/100 ml.
Arsenic: cO.15 ug./L. Date of sample: 7/17/2007 Collected by: SEG Ltd.
B. SEPTIC/HOLDING TANK DATA • INSIDE CRAWLSPACE
Tank TypelMateriai STEEL Date installed 1982?
Tank size 1000 gal. Number of Compartments UNK Cleanouts (Y/N) YES
Foundation cleanout (WN) "YES Depression over tank (Y/N) NO
Date of pumping 5/26/2006 Pumper
C. ABSORPTION FIELD DATA a PER MOA RECORDS
Date installed •+1997 Soil rating (g.p.d./ft'or /bdrn 1.2
Length 70 ft. Width 7 ft.
High water alarm (Y/N) YES
DENALI
System type TRENCH
Gravel below pipe 1.0 ft.
Total depth 3.9 +/—ft. Eff. absorption area 560 ft2 Monitoring tube YES Depression over field NO
Date of adequacy test 5/31/2006 Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test 0.5 In Water added 450 gal. New depth 14.5 in.
Elapsed Time. 60 min. Final fluid depth 4_5 in. Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date —
D. LIFT STATION
Date installed 10/20/1988 Size in gallons 500
"Pump on" level at 28 in. 'Pump oft" level at 28 in.
Manhole/Access (Y/N) YES
High water alarm level at 34 in.
Datum BOTTOM OF TANK Cycles tested 3 Meets alarm & circuit requirements? YES
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
75'
100'+
N/A
Sewer /septic service line
25'+
On adjacent lots
On adjacent lots
100'+
100'+
Public sewer manhole/deanout
Holding tank
N/A
N/A
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 51+ Property line 5'+ Absorption field 5'+
Water main N/A Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 0' Building foundation 10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain
F. COMMENTS
NONE KNOWN Wells on adjacent lots 100'+
G. ENGINEER'S CERTIFICATION
1 certify that 1 have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this
date.
Engineer's Printed Name
Date "411/0? -
JEFFREY A. GARNESS
COSA Fee $
Date of Payment
Receipt Number
(Rev. 11/06)
(My- lam'
04t'o05" 114
Waiver Fee $
Date of Payment
Receipt Number
Parcel I.D.
1.
Municipality of Anchorage 51
Development Services Department
Building Safety Division 1
On -Site Water & Wastewater Program L
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.munl.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
090 -nll-,{q COSA# DID Da S9 -
GENERAL INFORMATION Expiration Date: g -c2 - 0 7
Complete legal description
Location (site address)
Current Property owner(s) JEFF McDONALD
Day phone
Mailing address
DELAK'S S/D; LOT 12B
SAWMILL ROAD, BIRD CREEK
Lending agency
Mailing address
Real Estate Agent
Mailing address
HC 52 BOX 8502 • INDIAN, AK 99540-9601
783-0366
Day phone
Day phone
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
•
0
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
Community On-site
Public Sewer
0
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered In the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I venrovhl Guidelines for this application,
fy that my
investigation, based on procedures outlined in the Certificate of On -Site Systems App
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. 1 further verify that based on the
information obtained from the Municipality of Anchorage files and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) In compliance with al! applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP. Ltd.
Address 3701 E. TUDOR ROAD. SUITE 101 " ANCHORAGE. AIC 99507
Engineer's Printed Name JEFFREY A. GARNESS. P.E.
Engineer's Comments:
In conducting this evaluation, GEG, LtD. attempted to provido a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the fest, and separation
distances measured to readily Identifiable features. The operational lite of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provido
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the
ole benefit of the owner person or party Is not authorizedabo, nor reliancee. Any report
by any
will it confer any legal right whatsoever.
other
5. DSD SIGNATURE
�L Approved for _ bedrooms.
Disapproved.
Conditional approval for
Phone
Date
337-6179
L.i3olog
oo600p04
e�OFA opo
D
ey �: ess: • 10
CE -7953
bedrooms, with the filowing stipulations:
eyr'rofeselo�oo
0440000
oetOFf fA t,
ON-SITE ••;41'0;_
WATER AN .
ASTEWATER : c
L PROGRAM
J ••
ENTSENdc\\\
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
By: OLV �. tr>
(Rev. 11105)
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Reort
Other
Original Certificate Date: .5— -2 ' D 7
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Bax 196650
Anchorage, AK 995196850
www.muntarglonslte
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description:
A. WELL DATA
Well type PRIVATE
DELAK'S 5/0; LOT 128 Parcel ID: 090 - D.a/ -1719
If A, 8, or C provide PWSID# N/A
Date completed 7/30/1962 Sanitary seal (Y/N) YES
Total depth 79 ft Cased to 79 ft
Date of test
Static water level
Well production
FROM WELL LOG
7/30/1982
72 ft.
15
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mi.
Arsenic: kif) ug./L.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material
gpm
Well Log (Y/N) YES
Wires properly protected (Y/N)
Casing height (above ground)
AT INSPECTION
5/31/2006
76 ft.
2.92 gpm
YES
12+ in
Nitrate 021 mg./L. Other bacteria 0 colonies/100 mi.
Date of sample: 4/18/2007 Collected by' GEG Ltd.
• INSIDE CRAWLSPACE
STEEL
Tank size 1000 gat
Number of Compartments UNK
Foundation cleanout (WN) *YES Depression over tank(Y/N) NO
Date of pumping 5/26/2006
C. ABSORPTION FIELD DATA
Date installed "1937
Length 70 ft,
Total depth 3.9 +/-ft. Eff.
Pumper
Date installed
Cleanouts (Y/N)
1982?
YES
High water alarm (Y/N) YES
DENALI
•• PER MOA RECORDS
Soil rating (g.p.d./ft2. i
Width 7
1.2
absorption area 560 ft2
System type
TRENCH
ft. Gravel below pipe 1.0 ft.
Monitoring tube YES
Depression over field
Date of adequacy test 5/31/2006 Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test 0`5 in. Water added 450 gal New depth 14.5 in.
Elapsed Time: 60 min. Final fluid depth 4_5 in, Absorption rete >= 450+
g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date -
NO
D. UFT STATION YES
Date Installed 10/20/1988 Size in gallons 500 Manhole/Access (Y/N)
"Pump on level at 28 in. 'Pump oflm level at 28 in. High water alarm level at 34 in.
Datum BOTTOM OF TANK Cycles tested
3 Meets alarm & circuit requirements? YES
E. SEPARATION DISTANCES 11C Pf42-
hibA 1-20tort-DS
SEPARATION DISTANCES FROM WELL ON LOT TO: 1001+
Septic tank/lift station on lot 75' On adjacent lots
100'+ On adjacent lots 100'+
Absorption field on lot N/A
Public sewer main
N/A Public sewer manhole/deanout
tank N/A Holding
Sewer !septic service line 25'+100'+
Animal containment areas 50'+ Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 51+ Property
line 5'+ Absorption field 51+
Water main N/A Water service line
10'+ Surface water 1001+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 0' Building foundation
10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehide storage
Wells on adjacent lots 100'+
Curtain drain NONE KNOWN
F. COMMENTS
10'+
G. ENGINEER'S CERTIFICATION
1 certify that 1 have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this
date.
Engineefs Printed Name JEFFREY A. GARNESS
Date 41/30/°*
COSA Fee $ Waiver Fee $
Date of Payment Date of Payment
Receipt Number Receipt Number
(Rev. 11/05)
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON—SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D.
1. GENERAL INFORMATION
Complete legal description
DELAK'S S/D: LOT 12B
COSA# Rico?
Expiration Date: 9 -2 a - 0 (,
Location (site address) SAWMILL ROAD, BIRD CREEK
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
JEFF McDONALD
Day phone 783-0366
HC 52 BOX 8502 T OIAI.14 pr({ GhSZ10.9.40l
Day phone
Day phone
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
Community On-site
Public Sewer
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given In paragraph 4 by an Independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems
Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. 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 for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the
information obtained from the Municipality of Anchorage files and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd.
Address
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, Al< 99507
Engineer's Printed Name
JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, LtD. attempted to provide a thorough,
conscientious engineering analysis of the system In accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and tho water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty a future estimate of how long the system will continue to meet the
operational requirements of the ADEC a MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon a use of this report by any
other person or party is not authorized, nor will it confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for 3 bedrooms.
Disapproved.
Conditional approval for
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Phone 337-6179
Date
bedrooms, with the fllowing stipulations:
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Reort
Other
By: YY/��/ LI. /"O Original Certificate Date: 6-22-0g
'Pre 1111M1
Municipality of Anchorage
Development Services Department
Building Safety Division
Onsite Water & Wastewater Program
4700 Bregaw Street
P.O. Box 196650
Anchorage, AK 995196650
www.muni.org/orroMe
. (907) 3437904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: DELAK'S S/D; LOT 12B Parcel ID: Q 1 O -0.21- 49
A. WELL DATA
Well type PRIVATE If A, 8, or Crovide PWSID# N/A
P Well Log (Y/N) YES
Date completed 7/30/1982 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES
Total depth 79 ft. Cased to 79 ft. Casing height (above ground) 12+ in
FROM WEU. LOG AT INSPECTION
Date of test 7/30/1982 5/31/2006
Static water level 72 ft, 76
ft.
Weft production 15 fl P m 2.92
flPm
WATER SAMPLE RESULTS:
Coliform O colonies/100 ml. Nitrate Liii mg./L. Other bacteria 0 colonies/100 ml.
Arsenic: Nn ugJL.
Date of sample: 5/31/2006 Collected by: GEG Ltd.
B. SEPTIC/HOLDING TANK DMA • INSIDE CRAMISPACE
Tank Type/Material STEEL
Date Installed
1982?
Tank size 1000 gal Number of Compartments UNK Cleanouts (Y/N) YES
Foundation cleanout (Y/N) 'YES Depression over tank (Y/N) NO
Date of pumping SS/r1 C / O C Pumper /9ern
High water alarm (Y/N) YES
C. ABSORPTION FIELD DATA in PER Mous RECORDS
Date installed ••1987 Soil rating (g.p.dJft'ori; 1.2 System type TRENCH
Length 70 ft. Width 7
ft. Gravel below pipe 1.0 ft.
Total depth 3.9 +/—ft. Eft. absorption area 560 ft' Monitoring tube YES Depression over field NO
Date of adequacy test 5/31/2006 Results (Pass/Fail) PASS
For 3 bedrooms
Fluid depth in absorption field before test 0_5 in Water added450 gal New depth 14.5 in.
Elapsed Time: 60 min. Final fluid depth 4_5 h. Absorption rate >= 450+
gpd
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date
D. UFT STATION YES
Date installed 10/20/1988 Site in gallons Manhole/Access (YIN)
"Pump on" level at 28 in. "Pump ofr level at 28 in. High water alarm level at 34 in.
Datum BOTTOM OF TANK Cycles tested 3 Meets alarm & circuit requirements? YES
E. SEPARATION DISTANCES f`+� f?�t o/2DS
SEPARATION DISTANCES FROM WELL ON LOT TO: * 100 +
Septic tank/lift station on lot —ill '— On adjacent lots
4 1001+ On adjacent kits 100 +
Absorption field on lot N/A
Public sewer main
N/A Public sewer manhole/deanouf
tank N/A
Sewer /septic service line 25'+ Ho1001+
Animal containment areas 50'+ Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 51+ Property line
5'+ Absorption field 5'+
Water main N/A Water service line
101+ Surface water 1001+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: N/A
Property line
0' Building foundation 10'+ Water main
10'+ Surface water 100'+
Water service line
Curtain drain NONE KNOWN
F. COMMENTS
Wells on adjacent lots 100'+
G. ENGINEER'S CERTIFICATION
1 certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this
date.
Engineer's Printed Name
Date 6/$f%e4
JEFFREY A. GARNESS
Driveway, panting/vehicle storage
10'+
COSA Fee $ `flti
Date of Payment x//9/04
Receipt Number 59 74
(Rev. 11105)
Waiver Fee $
Date of Payment
Receipt Number
•0.
LOT 12C
o•st%06?
p
//Pi 49113 •R%
VA
VA V
Dav M. Dreyer
t� ' LS -10392• Or
p••••......... ,o
4MOproyes 7 na Vcr
pczar
400oo�0
anaewCD en
GEORGE McCOY
with PRUDENTIAL JACK WHITE
/
EXCLOSON NOTES: It Is the owner? responsibility to,determine
the existence 01 ony easements. covenants. or restrictions
which do not oppeor on the recorded subdivision plot. NOTE:
Under no circumstances should ony data construction or for establishing hereon be used la
hing property lines.
LAND & CONSTRUCTION SURVEYORS—PLANNERS—ENGINEERS
440 WEST BENSON BLVD. 1 103 (fox) 561-6626
ANCHORAGE, ALASKA 99503 (907) 562-5291
WORK ORDER NUMBER:DAR: rc RAT MPHR
APr. i 2001 sr
I 1'M30 74-166
itaA
eW oxalo e. cRo wuvecA 9oox WAcc:
WPJ. DMD 4660 510/26
2001-L-529
SURVEY CERTWICATION: LANTECN has conducted
physical survey of this property as shown an this
drawing and thot the Improvements situated there-
on ore within the property lines and no encroach-
ments exist Other than noted.
AS—BUILT OF': LEGAL OEScR1PPON:
LEGEND: SET ENI
5/e•RB W/CAPOe 5/e' RB
125' ALMON. 0 MONUMENT E
Hut ! TAcX L7
rENGE- —x— X —
OVERNANG-
wadD DECKS- 1
CONCRETE- 1 • -
ASPHALT- I _.
GRAVEL-
SEPnc sTANOPVE
WATER WELLttEl
-
LOT 12B
DELAK'S ADDITION
Municipality of Anchorage
Development Services Department
Building Safety Division
OnSite Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.d.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING,
HAMN 4 /O i ?p
S
Expiration Date:
Parcel I.D 090-021-49
1. GENERAL INFORMATION
Complete legal description DELAKS SUBDIVISION: LOT 128
Location (site address or directions) SAWMILL ROAD, BIRD CREEK
Current Property owner(s)
Mailing address
Lending agency Day phone
Mailing address
Real Estate Agent GEORGE McCOY w/ PRUDENTIAL JACK WHiTE Day phone 783-2937
Mailing address
LANCE & JUDITH
NOWLAND Day phone
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 2
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
•
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
Community On-site
Public Sewer
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer
of title (except between spouses) for properties served by a single family on-site wastewater disposal and/or
water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water sample results Tess than 30 days old. (Certificates may be reissued for a period of
up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B
wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions In the
professional engineer's work.
Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $1,345.00 at, or prior
to closing for the engineering services provided.
4. 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 Health Authority Approval Guidelines for this application,
shows that the on-site water sunny and/or wastewater disposal system Is(are) safe, functional and adequate
for the number of bedrooms and type of structure Indicated herein. I further verify that based on the
Information obtained from the Municipality of Anchorage files and from my investigation and Inspection, the
on-site water supply and/or wastewater disposal system Is(are) In compliance with all applicable Municipal
and State codes, ordinances, and regulations In effect at the time of Installation.
Name of Finn AKA WATER & WASTEWATER CONSULTANTS, INC.
Address 6901 DEBARR ROAD. SURE 28 • ANCHORAGE, AK 99504
Engineer's Printed Name JEFFREY A. CARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, AMC, Inc. attempted to provide a thorough,
conscientious engineering analysis of the system In accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readriy Identifiable features. The operational We of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satlsfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. AWWC, Inc. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report Is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or parry is not authorized, nor will R confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for a bedrooms.
Disapproved.
Conditional approval for
Phone 337-6179
Date
9A/f
kkkvtkTgVtitcci
bedrooms, with the flowing stipulations:.... ' I'D';%
. ONSITE . t
WATCrc AND ill
WASTEWATER
•
34j •
'JIJI�'4911))11
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
Manitenance Agreements
Supplemental Engineer's Recut
Other
a/�dO
(FW. 17)00)
Original Certificate Date' ¶— % %— 0 /
Municipality of Anchorage
Development Services Department
Building Safety Division
On$lte Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196850 Anchorage, Alt 995194850
www.d.anchorage.ak us
(907)3434904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: DELAKS SUBDIVISION: LOT 12B Parcel ID: 090-021-49
A. WELL DATA
wen type MATE If A. B. or C provide PWSIDI# N A Well Log (YIN) YES
Date completed 7/30/1982 Sanitary seal (YIN)YES Wires properly protected (Y/N) YES
Total depth79 t Cased to 79 t Casing height (above ground) 12+ In.
FROM WELL LOO AT INSPECTION
Date of test 7/30/1982 8/23/2001
Static water level 72 t 75 ft.
Well production 15 g.p.m. 3.5 g p.m.
WATER SAMPLE RESULTS:
Conform 0 colonies/100 mL Nitrate 0.546 mgJL Other bacteria 2 colonies/100 ml.
Date of sample: 8/23/2001 Corrected by: AWWC. INC.
B. SEPTIC/HOLDING TANK DATA SIN CRAWLSPACE
Tank Type/Material STEEL Date installed 1982?
Tank size 1000 Number of Compartments UNK Cieanouts (YIN) YES
Foundation cleanout (Y/N)' S Depression over tank (Y/N) NO High water alarm (Y/N) YES
Date of pumping ci -( (n f• v t Pumper A+ HOME/SERVICES
C. ABSORPTION FIELD DATA►A 5
Iq1910fkr" nnOA gnnzis
Date Installed tlttt Son rating r.p4 ,orl'/bdrm) 1.2 Sysbun type TRENCH
Length 70 ft Wk191 7 t Gravel below pipe 1.0 t
Total depth 3.9�/—tt. Ett absorption areaa rt' Monitoring WO TES Depression over fell NO
Dei° Of adequacy test 8/23/2001 Results (P ail) PASS Fc 2 brooms
Fluid depth In absorption field before test_g_ In. Water added 759 gal. New depth 6 in.
Elapsed Time: 6 min. Final fluid depth U In. Absorption rate >• 300+ g p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN B yes, give date —
D. LIFT STATION
Ante installed 10/20/88
Size In gallons 500
"Pump on' level t 28 in. Pump off' level at28 ln.
Datum BOTTOM OF TANK
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Manhole/Access (YIN) YES
High water alarm level at 34
Cycles tasted 3 Meets alarm & circuit requirements?
Septic tankiuf station on lot
Absorption field on lot
75'
or la:/ -1- O'tr
Public sewer main N/A
Sewer /septic service line 25'+
mac.
On adjacent lots
On adjacent lots
100'+
YES
10O'+
Public sewer manhole/deanout N/A
Holding tank N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main N/A Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property One 0'
Building foundation 10'+ Water main N/A
Water servlae line 101+ Surface water 100'+ Driveway. parldng/vehide storage
Curtain drain NONE KNOWN
F. COMMENTS
G. ENGINEER'S CERTIFICATION
Wells on adjacent lots 100'+
1 certify that 1 have determined through field inspections and
review of Murudpai records that the above systems are In
conformance wfh MOA HAA guidelines to effect on this date.
Engineer's Pdntod e�%
Date q �i
JEFFREY A. GARNESS
25'4-
G.
5'+
HAA Fee $ 30e) . ao
Date of Payment 9/L0/0
Receipt Number 9'8 4g9'
(Rev. 12/00)
Waiver Fee S
Date of Payment
Receipt Number
, APPLIC"r 4T FILLS OUT UPPER HAIL ONLY ,
Property Owner 5 (g A, it 0'71!3 1J A -z ire
Mailing Address �< %/ G-- /r1 r,-.. J.i r 4 Zip Code 414,5-6 z
_�7'
Phone
'Gs =,,�.rr
Buyer/lia.t (C.�_ f
Address Zip Code
Lending Institution k
Address Zip Code
Phone
Realty Co. & Agent E5—M r 0. a>^QY
f3Clm v
Address 72 Ji c / STjv ( rot ffe ./�,, or. LI, zip Code 9f9 Co)
Phone
-,
g7; -05-7)
t i9 4c
Legal Description 1-'1-l2 5 Da.l ck kf�� .L ¢-i:-7.
Street Locatl �/,° •� ; Li ?nom [1.
?
Type of Residence
(]Single Family .,A 2
((�] Multiple Family No. of Bedrooms
Inspector
T/5
O Other
Water Supply
PI Individual R ab433� -r ' /�� -4�•
O Community LLD/ / l (.C.-Lz f�Y1 . b
O Public Utility
ATTACH WELL LOG. A well tog Is required for all wells drilled since June 1975.
For wells clotted prior to that date. give well depth (attach log 11 available).
Sewer Disposal
,BT Individual
O Public Utility
O Holding Tank
Year Individual Installed'
When Corrected to Public Utility.
MUNIC PALITY OF ANCHORAGE
.
44(m. - DFPT C• Fc • 11:1 P-
ENVIRi:U.::tI.A.:..U.p`_rU� ION
lI t.l: 1 Q 19a2.
RECEIVED
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
ilGrd. �1.:
Time
Time
Time
Time
nt ACA ri t Ai', A
Date
Date
Date
Date
1'a. -Aft -4'.'1 n\ Y1
Inspector
Inspector
Inspector
Inspector
Field Notes: r
L r. ) -LLA
C
unk 41e241Ia LA..
[l1 -+‘..n. L1.i r ,
-t_ i, ,_ _ U�
t..4 .p % a,- .-4.....
K-
MUNIC PALITY OF ANCHORAGE
.
44(m. - DFPT C• Fc • 11:1 P-
ENVIRi:U.::tI.A.:..U.p`_rU� ION
lI t.l: 1 Q 19a2.
RECEIVED
ate:kat
I c.,
r
'rj
iiatit ,--
ft
( 24 -APPROVED BEDROOMS
( ) DISAPPROVED
( ) CONDITIONAL APPROVAL'
DATE _-''-'3'
'CONDITIONS OF APPROVAL
BY.
Sons Rating
Date Sewer Installed
Well To Absorption Area
Well to Tank
Well Log Received
Septic Tank Size
72423 13,121
ALASKA alk011M611TAL COflTROL SEI uICCS, If1C.
Engineering & Enuiranmental Studies
2/17/83
JAY FRAZIER
BOX 8644
ANCHORAGE AK 99504
SELLER — JAY FRAZIER BUYER—LANCE HOWLAND
SUBDIVISION—DELAK ADDITION BLOCK -0 LOT -12B
ADEQUACY TEST FOR SEWER SYSTEM
THE TYPE OF ABSORPTION SYSTEM IS A UNKNOWN WITH AN UNKNOWN AREA.
THE SYSTEM IS CAPABLE OF ACCEPTING 300 GALLONS OF WATER PER DAY.
THE SURGE CAPACITY OF THE SYSTEM IS 600 GALLONS.
BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A
2 BEDROOM HOME.
THE SEPTIC TANK WAS PUMPED ON 2/11/83 .
SEPTIC TANK ADEQUACY
THE EXISTING SEPTIC TANK VOLUME OF 1000 IS ADEQUATE FOR
THIS 2 BEDROOM HOUSE.
.�\!1
_ 1
1
—7 OF.AC t1
v�CQ�••...«• •,•• •4+491
Cs).
Po One
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ll(PiieFa4
1200 West 33rd Avenue. Suite B • Anchorage. Alaska 99503 • (907) 276-1361