HomeMy WebLinkAboutBRUIN PARK BLK 4 LT 10Bruin Park
Block 4
Lot 10
#016-111-46
\ Municipality of Anchorage
1 Development Services Department •'�= e
Building Safety Division
On-Site Water 8 Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343.7904 Page 1 of 3
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SW060334 PID Number. 016-111-46
Name: ARTHUR NELSON c/o LINDA CRESAP
Wastewater System: O New ■ Upgrade
Address:
5300 DeARMOUN RD. a ANCHORAGE, AK 99516
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 242-1745 3
■Deep Trench ClShollow Trench OBed ClMound Oelher
LEGAL DESCRIPTION
s" ea":
1.2
Tad DWh horn "I al erode:
11.0 MAX
Gn/sa. In.
n
Block: Lot: Subdivision:
4 10 BRUIN PARK
Depth to pipe baton ham wtplml grade:
SEE DWG.
GawA depth beneath pipe
5.0
n n
Township: Range: Section:
n vede0 above arpina peer.
Gavel twgth:
— — —
SEE DWG.
n 38 n
WELL: O New p Upgrade
Gave eldm:
2.5
N enbe, of rw.:
1
Dntane. ba.«n rat.:
—
n
n
Cbewtaoopn (Pma.. A.B.G : Tad peps
Caeed To:lpmpa,l
Total obewpGon ores:
►ate mato":
�r,�cc:X n.
n
380 so,
n D 3034/ F-810
Drew: !` �i� Date DnWe:
stoop water Lw :
n
MtaM:
GEG, Ltd.
Dote Mohd:
10/18-20/2006
nave.
Pomp sat At.
Gawp' 1Nghi Alava Grwwa.
TANK
Gp
n
n
SEPARATION
DISTANCES
■septic 0Holding 0S.T.E.P. Gather
To
Septic
Absorption
Uft
Holding/PrMote
Na,eAoGhve,:
ANCHORAGE TANK
copa,iv N yoYpra:
1000
tram
Tank
Field
station
Tank
5.a.. unn
Well
s85'+
e80'+
—
—
25'+
Yalenol: STEEL
N'"n0i a wmponnan4: 2
Surface Water
1Do'+
too'+
—
—
—
GRINDER PUMP
Lot line
5'+
10'+
—
—
—
Sat M eabne:
—70
Nwatavt~
FIBERGLASS BASIN
Foundation
5'+
10'+
—
—
—
an Ie..I a:
24.75"
wnp al lavd a:
20.5"
"h vow alwm A
33"
Curtain Drain
NONE KNOWN
� Nae. a Noa.t:
OUANICS / /P—SE-13T
~ p.nwm.a M:
M.O.A.
Remarks: eWR#060065 OLD SEPTIC TANK WAS
BENCH MARK
tavohpn and Deecnpa :
PUMPED, CRUSHED, AND COMPLETELY ABANDONED.
TOP OF DECK NEXT TO FRONT DOOR
A..w.aa o.,atan.
100.00
n
Inspections performed ormed by: GEG, Ltd. Dates:1st 10182006
ENGINEERe
2nd 10/19/2006
3rd 10/20/2006
Development Services Department Approval
o OFIN
'Q�Op�
p er'�` 0
p......... 9 ............:.tr.
Reviewed and approved by: Date: 1Z t� o`,•••
0
�O •.Je Go ness. �O
Q�� r '•. 795 F`Op
Reviewed and a roved b :
PP Y Date:
�4°0 ' • ��
p ProfesawtOa�
a«. a i 1
Op0000��o
PERMITNUMBER: AS—BUILT DRAWING PARCEL NUMBER:
SW0 -
SW060334 016-11 11-46
\ /
7 1
vn' /
r�
DRA
?f
I� B
STI
69.9
83.7
ST2
73.0
85.3
DBLI
13.6
35.0
DSL2
15.1
36.5
DBL3
74.9
66.6
OBL4
75.8
87.3
C01
66.7
76.0
MTS
66.9
76.6
CO2
58.8
65.5
MT2
58.1
54.4
GP
11.3
32.0
I
/ ' NEW 1000 GALLON
' SEPTIC TANK
85' WAIVER
TREATMENT
THJI
1 1 \\ 70' WAIVER
\ \ \
\ \ 80' WAVER
\
7
GRINDER
PUMP
GARNESS ENGINEERING GROUP, Ltd. 4 �*
CONSULTANTS d GENERAL CONTRACTORS �.•••.• ••• •• ••• .••• ......••
SAI L TIOCO 0010. r111[ 101 . NDOWL MI Or00f r1101L (907J 11�1T • rK (W7»k o RLIL w.'P »OMI
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •••• •........ ........
ARTHUR NELSON 242-1745 2 OF 3 r G0 ess.-
LEGAL DESCRIPTION: DRAWN BY: oOQ°y,. CE -7953 . :�
BRUIN PARK; LOT 10, BLOCK 4 J.N.T. OQ/e IIIIIOL'' cAo�
TYPE OF WORK: DATE: 40Q(rPro/sssio66\!
AS—BUILT FOR SEPTIC SYSTEM UPGRADE 10/26/2006 040poo�d
. GRADE - 92.46-92.77
ST2
TOP OF TANK
AT INLET - 90.11
NEW 1000 GALLON
INVERT OF BUNGSEPTIC TANK
AT INLET - 89.49
FINAL GRADE -
92.43-92.90 IN
I
ORIGINAL CRADE
- 91.94-94.86
RELATIVE ELEVATION OF BOTTOM OF
TEST HOLE - 77.36 (NO H20)
- TOP OF TANK
AT OUTLET . 90.08
BUNG
89.24
)N 8' ON THE NORTH END OF TRENCH.
FABRIC
INVERT OF PIPE
- 88.86
BOTTOM OF TRENCH
- 83.86
- _ l
GARNESS ENGINEERING GROUP, Ltd. *'?' 4 T .......
»t L TI0°I 10.0. Till[ 101 • A40HOW414 Yc Iof01 • wnE t•Oti=1)-11» • FIJI (Wy)�w • A511L �••.P• •0.ww
PREPARED FOR: PHONE NUMBER: PACE NUMBER: .........
••••••
ARTHUR NELSON 242-1745 3 OF 3 �Q m ff y SS
LEGAL DESCRIPTION: DRAWN BY: O ° ' • CE -7953
BRUIN PARK S/D; LOT 10• BLOCK 4 J.N.T.
d
TYPE OF WORK: DATE: ODpppofel o%
ASBUILT DRAWING OF SEPTIC SYSTEM 10/26/2006
(RIv.01103)
From ApplledMicrosystems Mon 23 Oct 2_006 05:05:31 PM AKOT Page 1 of 1
'-MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION
4700 SOUTH BRAGAW
INSPECTION INFORMATION ✓!< HELP: 343-7982
INSPECTION: VOICE 343-8300 INSPECTION: FAX (907)249-7777 www.muni.orgrBSD/lnspedons.cim
NAME: Bill PERMIT#: 06-9402
COMPANY: Brickwell; Inc. INSPECT DATE: 10/24/2006 AM
PHONE #: 440-9351 PHONE #: 345-2923 PHONE Jr.
ADDRESS: 11201 FOREST DR
LOT 10 BLOCK 4 SUBDIVISION: BRUIN PARK GRID*: SW2633
COMMENTS or DIRECTIONS
Septic System- Please Call For Entry- Underground Inspected 10-23. Thanks
TYPE OF INSPECTION: Retro Electrical
COMMENTS: (FOR INSPECTOR USE ONLY)
9
PRINTED NAME OL/C%E_ /l /��C'/� /' ( C T DATE:/7/7 !� 172L
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MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Oct 11, 2006
Expiration Date: Oct 11, 2007
Permit Number: SWO60334 Parcel ID: 016-11146
Legal Description: BRUIN PARK BLK 4 LT 10
Design Engineer: 0855 GARNESS ENGINEERING GROW Site Address: 011201 FOREST DR
Owner Name: ARTHUR NELSON Lot Size: 20000 SO. FT.
Owner Address: 5300 DEARMOUN ROAD Total Bedrooms: 3 Permit Bedrooms: 3
ANCHORAGE. AK 99516 -
This permit is for the construction of:
❑✓ Disposal Field ❑� Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By.
Date: O
Date: b4ot;
Municipality of Anchorage
111111 O `n! 4�4,
• ^� Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw St.
P.O. Box 196650
Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. DI(0 /I/- L/&
Propertyowner(s) ARTHUR NELSON (C/O LINDA CRESAP) Day phone 242-1745
Mailing address 5300 DEARMOUN ROAD • ANCHORAGE. AK
Site address //90/ FOREST J)K, Zip Code 99516
Legal description (Sub'd, Block & Lot ) BRUIN PARK: LOT 10, BLOCK 4
Legal description (Township, Section & Range) _N/A
Lot Size '�O , 4 b Sq.Ft.
THIS APPLICATION IS FOR ( ®all that apply):
Absorption Field
❑
Septic Tank
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Number of Bedrooms
THIS APPLICATION IS AN:
Initial
❑
Upgrade
Renewal
❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
Permit/Rush Feesf>`" 7160
Date of Payment: t
Receipt Number. �J g
(Rev. 11/05)
Waiver Fees1150
Date of Payment:
Receipt Number.
_....._.`_.__.-.-_.__...__.._.-___-__-_.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
October 6, 2006
Municipality of Anchorage
Development Service Department
On -Site Water R Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, AK 99519-6650
(907)343-7904
Ref: Proposed Septic Upgrade for Bruin Park; Lot 10, Block 4,
To whom it may concern:
The existing 2 bedroom house is served by a private well and septic system. The septic system
currently does not meet MOA standards and needs to be upgraded. Our clients have requested
an approved septic sized adequately for a 3 bedroom house. We are proposing to install a
grinder pump, a new 1000 gallon septic tank, and a deep trench type drainfield. One test hole
was excavated on the property. The drainfield will be designed around the 30 foot radius of this
test hole. Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring,
and the percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic
system.
4. TOPOGRAPHY: As can be seen on the attached design drawing and profile drawing, the
average topography below the drainfield varies from 25-35 percent slope running approximately
east to west. The profile drawing shows that the drainfield will be set deep enough that at a 25
percent slope 2 feet above the distribution line it does not intercept with the 35 percent slope 50+
feet downhill of the proposed drainfield.
5. WAIVER: We are requesting an 85 foot waiver from the well to the proposed septic tank, a
80 foot waiver to the proposed drainfield, and a 70 foot waiver to the proposed alternate site. The
well is in a pit and will be upgraded to municipal regulations as part of the waiver package The
following items are justification for the waivers:
The lot is gently sloping downhill from the well to the septic system. If the septic system was
to overflow, it appears that the effluent would not travel toward the well head.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179' Far: (907) 338-3246' Website: www.garncssengincering.com
• The location of the septic system is in a very visible area so that if any effluent was to surface,
it would be noticed and the problem corrected.
The other path of contamination is subsurface migration wastewater. As can be seen on the
attached well logs, the aquifer is relatively deep with well ranging from 130-189 feet deep. Water
was reached at approximately 127-175 feet with silt, sand, clay, and hardpan soils that have
served to inhibit the migration of untreated wastewater into the aquifer.
• Recent water sample results indicated nitrate levels to be non-detectable and zero coliform
bacteria.
• The property has been served by a well and septic system for over 44 years with no adverse
affects to the water quality.
Based upon the aforementioned facts, it appears that there is minimal risk associated with
granting the requested 70 and 85 foot separation distance waivers.
We are unaware of any adverse impacts this installation and waiver would have on adjacent wells
or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance. , n
P.E., M.S.
NOTE:- Attached is a site plan drawing, a design drawing, one soil log, which are all part of the
design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification
letter.)
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 3383246' Website: www.gamessenginecring.com
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GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS i GENERAL CONTRACTORS
MI G TN' II IIdO, fIR 101 . NIWtlUfY. w HW7 . h (W "7] 1" • F" fwni -324 • Y ! �.Yfn.N.pYwY .wn (�
:EPARED FOR: PHONE NUMBER: PACE NUMBER:
LINDA CRESAP 242-1745 1 OF 3
CAL DESCRIPTION: DRAWN BY:
BRUIN PARK SUBDIVISION; LOT 10. BLOCK 4. B.F.M.
PE OF WORK: DATE:
SITE PLAN FOR PROPOSED SEPTIC SYSTEM UPGRADE 10/3/2006
(Rev. OIM5)
A. es S.-
-7953
;-7953
TOE
OF BEDRDOMS:3
PER DAY (CPD): 450
RON RATE/S: S MIN./
IM OEPTHAI FEET
2.5 FEET
1:35 FEET
APPROVED SAND FILTER: N/A
IVE:6 FEET
RON FACTOR:N/A
RIVATE Q
WELL (�
;LOPE
TOP OF SIOPfr�
PROPOSED
ALTERNATE SITE. WILL BE
REQUIRE THE USE OF AN
ADVANCED TREATMENT SYSTEM
INSTALL
DOUBLE PRIVATE
i CLEANOUTS \� WELL
PROPOSED 1000 \
GALLON SEPTIC TANK \
/ \
EXISTING CRIB IS TO BE \
PUMPED CRUSHED AND
COMPLETELY ABANDONED
\ CA ,
•P \�
aF0`fsr f .), WELL
HOUSE 1 /
Po
— PROPOSED
GRINDER PUMP
*PROPOSED SEPTIC
SYSTEM SIZED FOR
A 3 BEDROOM PER
OWNER'S REQUEST.
EXISTING SEPTIC TANK TO BE
PUMPED. CRUSHED. AND
COMPLETELY ABANDONED
GLG. Ltd. HAS A 7 PAGE SPECIFICATION
I
LETTER THAT PERTAINS TO THIS DESIGN.
/\
TO OBTAIN A COPY OF THE LETTER
\
CONTACT GEG. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND
/
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
\CONDITIONS
OUTLINED.
/
\
INSTALL
DOUBLE PRIVATE
i CLEANOUTS \� WELL
PROPOSED 1000 \
GALLON SEPTIC TANK \
/ \
EXISTING CRIB IS TO BE \
PUMPED CRUSHED AND
COMPLETELY ABANDONED
\ CA ,
•P \�
aF0`fsr f .), WELL
HOUSE 1 /
Po
— PROPOSED
GRINDER PUMP
*PROPOSED SEPTIC
SYSTEM SIZED FOR
A 3 BEDROOM PER
OWNER'S REQUEST.
EXISTING SEPTIC TANK TO BE
PUMPED. CRUSHED. AND
COMPLETELY ABANDONED
GLG. Ltd. HAS A 7 PAGE SPECIFICATION
I
LETTER THAT PERTAINS TO THIS DESIGN.
/\
TO OBTAIN A COPY OF THE LETTER
\
CONTACT GEG. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND
/
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
\CONDITIONS
OUTLINED.
INSTALL
DOUBLE PRIVATE
i CLEANOUTS \� WELL
PROPOSED 1000 \
GALLON SEPTIC TANK \
/ \
EXISTING CRIB IS TO BE \
PUMPED CRUSHED AND
COMPLETELY ABANDONED
\ CA ,
•P \�
aF0`fsr f .), WELL
HOUSE 1 /
Po
— PROPOSED
GRINDER PUMP
*PROPOSED SEPTIC
SYSTEM SIZED FOR
A 3 BEDROOM PER
OWNER'S REQUEST.
EXISTING SEPTIC TANK TO BE
PUMPED. CRUSHED. AND
COMPLETELY ABANDONED
CONTRACTOR MUSTHAVE ALL
SURROUNDING WELL RADII, THE
NORTHEAST, NORTHWEST• AND
SOUTHWEST LOT LINES FLAGGED BY
A REGISTERED LAND SURVEYOR,
PRIOR TO CONSTRUCTION.
GARNESS ENGINEERING GROUP, Ltd. p �'
.mow..®m..c...M�� CONSULTANTS d GENERAL CONTRACTORQ.•••••• • •• • ......• ••••
3701 L TIOd1 ADN). full[ 101 • Me0100AM Mf ene7 • e11014 (00rjW1)-111M a IM (907"-32N • OU9IL ew.,s.wepNlvFeae
PREPARED FOR: PHONE NUMBER: PACE NUMBER: - .......•••• ......•
LINDA CRESAP 242-1745 2 OF 3 t A. G ess.
1
LEGAL DESCRIPTION: DRAWN BY: OQ �; C — 953 .`
BRUIN PARK SUBDIVISION; LOT 10• BLOCK 4, B.F.M.R6-- oqo�
TWE OF WORK: TATE: 404dP,ofsssfo�oao
DESIGN FOR PROPOSED SEPTIC UPGRADE 10/6/2006 �40�000�
tNev.01N5)
/
/
/
CONTRACTOR MUSTHAVE ALL
SURROUNDING WELL RADII, THE
NORTHEAST, NORTHWEST• AND
SOUTHWEST LOT LINES FLAGGED BY
A REGISTERED LAND SURVEYOR,
PRIOR TO CONSTRUCTION.
GARNESS ENGINEERING GROUP, Ltd. p �'
.mow..®m..c...M�� CONSULTANTS d GENERAL CONTRACTORQ.•••••• • •• • ......• ••••
3701 L TIOd1 ADN). full[ 101 • Me0100AM Mf ene7 • e11014 (00rjW1)-111M a IM (907"-32N • OU9IL ew.,s.wepNlvFeae
PREPARED FOR: PHONE NUMBER: PACE NUMBER: - .......•••• ......•
LINDA CRESAP 242-1745 2 OF 3 t A. G ess.
1
LEGAL DESCRIPTION: DRAWN BY: OQ �; C — 953 .`
BRUIN PARK SUBDIVISION; LOT 10• BLOCK 4, B.F.M.R6-- oqo�
TWE OF WORK: TATE: 404dP,ofsssfo�oao
DESIGN FOR PROPOSED SEPTIC UPGRADE 10/6/2006 �40�000�
tNev.01N5)
SoQf /
25x SLOPE
/
/
/
30'
DRAINFIELD
GARNESS ENGINEERING GROUP, Ltd. 4 7
CONSULTANTS 6 GENERAL CONTRACTORS �..... • ..I
not C. nnae A°.u. fuR 101wi • C-OKWL M w 7 • wio.[ WW»x 1» • r (eo>).0 " • aosr:....a......M••�M+.+
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: a•••• .......... •••••••
ARTHUR NELSON 242-1745 3 OF 3 Q y ;J)f r y eSS:
LEGAL DESCRIPTION: DRAWN 8Y: Q y. • . E 79 3 •`i
BRUIN PARK S/D; LOT 10. BLOCK 4 B.F.M. �04� lo,7s1��£'' 04"
leas\o�°ao
TYPE OF WORK: DATE: OQ�dProO4OpQOOo
PROFILE DRAWING OF PROPOSED DRAINFIELD 10/3/2006
(Rev. OL05)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: BRUIN PARK S/D: LOT 1D. BLOCK 4
PERFORMED FOR: ARTHUR NELSON D)
DEPTH ____
(feet) ==_y FILL TEST HOLE 1
1 amai
m
4
5
ORGANICS SOIL•
I
• _
IIIIIIIII
DEPTH TO DATE
GROUNDWATER
�//moiCL
No
•sq
- p IIIIIIIII
' %//%
Iltl�ll; x'.68.
•
SC
3 4:30 — 6' —
SEE ATTACHED
SITE PLAN
7
8
9
10
11
12
13
14
15
16
17
18
SM
DEPTH TO DATE
GROUNDWATER
DRY 9/20/2006
DRY 9/27/2006
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
9/21 2006 1 4:00 — 6" —
2 4:30 30 0" 6-
3 4:30 — 6' —
4 5:00 30 0" 6"
5 5:00 — 6' —
6 5:30 30 0" 6-
19� PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.5 FT. AND 5.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS
COMMENTS:
PERFORMED BY GEG. Ltd. 1. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: $a 04
`t
bZunicipavity of AYichorage
i P0. lbs;ij 1!x16-0 • Fw% (!x)7) 3t3.8'NX)
470011m),mtc Street • Anchontge, Alaslui!kti07 s
JIo#or Mark 73rgicli w�t�c.numtnryt
I3ttil(IIn(; Safely DMsion
October 11, 2006
Jeffrey Garness, P.E.
Garness Engineering Group
3701 E. Tudor Road, Suite 101
Anchorage, AK 99507
Subject: Waiver Request for Bruin Park Block 4 Lot 10
Waiver Request WR#: 060065
Parcel ID # 016-111.46
PERMIT # SW060334
Dear Jeffrey Garness, P.E.:
Your request for a waiver of the required 100 feet horizontal separation from the
absorption field and septic tank to the private well has been approved. The approved
separation distance are: An 85 foot horizontal separation waiver from well on -lot to septic
tank. An 80 foot horizontal separation waiver from proposed primary to well ondot And a 70
foot horizontal separation waiver from proposed reserve well ondot.
This waiver approval. applies to the absorption field and septic tank to private well
separation only. Any future upgrade to the on-site wastewater disposal system will
require all separation distances be met or another approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Sincerely,
]o to dall
Civil Engineer
On -Site Water & Wastewater Program
Community, Security, Prosperity
State of Alaska:
Separation Distance Waiver Guidelines for S.C.R.O.
(State of Alaska Memorandum to District Office Engineers dated January 3,1985)
Waiver Request for: Bruin Park Block 4 Lot 10
Parcel I D#: 016-11146
Waiver Request Number WR#: 060065
Waiver Requested: A 85 foot horizontal separation waiver from well on -lot to septic tank.
And an 80 and 70 foot horizontal separation waiver from proposed primary and reserve field
respectively to well on4oL
Engineer: Jeffrey Garness, P.E.
PE%NIIT # SW060334
Septic Svstem Data
The old existing septic system is approximately 70 feet away from the
well and has encroached the well for more than 40 years. The
engineer plans to permanently decommission this old system in place
of a new septic absorbtion field. The new septic tank and absorbtion
field will be no closer than the older system at 70 feet. The new
septic absorbtion field will be 11 feet deep.
Well Data
The subject water well did not have a well log, however there were 4
well logs in the area submitted by the Garness Group to determine
the soils strata for the area. The well log from Bruin Park Block 4 Lot
9 shows the total depth at 130 feet. Garness Group indicate the wells
in the area range from 130 to 189 feet deep. And water was reached
at approximately 127-175 feet with silt, sand and clay and hard pan
wchich has served to inhibit the migration of untreated wastewater
into the aquifer. Water sample results submitted to department are
with in municipal standards.
Municipality of Anchorage
% Development Services Department
r Building Safcry Division
On-Sitc Watcr and Wastcwatcr Program
4700 Bragaw Strect
P.O. Bon 196650 Anchoragc, AK 99519-6650
www.ci.anchoragc.ak.us
(907)343-7904
Waiver Review Worksheet
WR#: 060065 PID#: 016-11146 HA/Permit# PERMIT # SW060334
Date Received: October 11, 2006
Legal Description: Bruin Park Block 4 Lot 10
Engineer:
Jeffrey Garness, P.E.
Garness Engineering Group
3701 E. Tudor Road, Suite 101
Anchorage, AK 99507
Applicant: Arthur Nelson
Waiver Requested: A 85 foot horizontal separation waiver from well on -lot to septic tank. And an
80 and 70 foot horizontal separation waiver from proposed primary and reserve
field respectively to well on -lot
Criteria: Geology Points:
A. Water Table 7.10
B. Soil Sorption 6.32
C. Permeability 3.76
D. Water Table Gradient 6.00
E. Horizontal Separation 1.8
Total: _____.24.9721_.________
..........................................................................
Waiver is Granted: X Waiver is not Granted:
List Conditions or Reasons for above:
Date: 10/11/06 By: — Joe Goodall
Name of Reviewer
..........................................................................
Rec#: 985841 Amount: $1154 Date Paid: 10/11/2006
State of Alaska:
Separation Distance Waiver Guidelines for S.C.R.O.
(State of Alaska Memorandum to District Office Engineers dated January 3, 1985)
Waiver Request for: Bruin Park Block 4 Lot 10 -
ParcellD#: 016-11146
Waiver Request Number WR#: 060065
Waiver Requested: A 85 foot horizontal separation waiver from well on -lot to septic tank.
And an 80 and 70 foot horizontal separation waiver from proposed primary and reserve field
respectively to well on -lot.
Engineer: Jeffrey Gamess, P.E.
PERMIT # SW060334
Water Table Points mw
Depth of well: 130 7.10
Depth of septic system: 11
119
Distance from the bottom Point
of the system to the highest value
water table In feet
0 0
8 1
17
2
24
3
30
4
40
5
85
6
100
7
290
8
1000
9
10
• Straight line Interpolation Is permitted between any two values
Soil Sorbtion Points wn
6.32
Soil Type I
Point Value
Clean Gravel
0
Fractured Rock
1
Course Clean Sand
1.5
Sand wl Small Amt of Clay
2.5
Silt
3.5
Clay and Sand Equal 4.5
Clay 6
P 1;9,2.5 +I 9, 6 + [,19
+ 1_418
19,4.5 +l1 9J 1 + L1o9J
+ 3 1.5
119
0.4 + 3.7 + 0.3 + 0
1.8 + 0.1 + 0 + 0
'Use the predominant soil type but values can be averaged for a mixture
Permeability
Soil Type
Point Value
Clay(will channel)
0
Silt and Sandy Clay
2
Clayey Sand
3
Fine Sand
1.5
Sandy Gravel
1
Fractured Rock
0.9
Course Sand (30 grit)
0.4
Clean Gravel
0
Points a.,
3.76
[ 18 19,3 + 19,3 +(119,3 +(119).4
+f
48 —119 , 3 +r 12 1 .9 + l 1091 1 + r 1091 1
0.45 +1.84 +0.15 + 0.01
121 + 0.09 + 0.00 + 0.00
*Use the predominant soil type but values can be averaged for a mixture
Gradient
%Slope
Points Value
-60%
0
In Feet
-30%
0.3
0
-20%
0.7
50
-10%
1.2
2
-5%
2
150
0%
2.91-
.9}5%
5%
4.5
7
10%
6
60%
7
slopes toward well
Oat
slopes away from well
*If the gradient is unknown, assume the worst case
Horizontal
Horizontal
Point
Separation
Value
In Feet
0
0
25
0.7
50
1
75
2
100
3
150
5
200
6
300
7
Points
6.00
Points �.
1.8
'Linear Interpolation between two point value Is acceptable. Horizontally means
straight line distance to the well not the contaminate travel distance to water table
which may be greater.
Conclusion: Grant Waiver Total Points: 24.972;
MUNICIPALITY OF ANCHORAGE
oI
Development Services Department f Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 016-111-46 / 2oz
Expiration Date: I 3
Legal description BRUIN PARK BLK 4 LT 10
Site address 11201 FOREST DR Anchorage AK
Current property owner(s) JEFFERIES
X The On-site system(s) is/are approved for 3 bedrooms
Conditional approval for
Comments or advisories:
bedrooms, with the following stipulations:
Original Certificate Date: 10/3/2023
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services Department (DSD) issues COSAs based upon
representations provided by an independent professional engineer. The Municipality of
Anchorage is not responsible for errors or omissions in the professional engineer's work.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory
Tank Age Advisory Arsenic Advisory
Other
COSA Approval_June 2022
MUNICIPALITY OF ANCHORAGE
0
Development Services Department r Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 016-111-46
Complete legal description BRUIN PARK BLOCK 4, LOT 10
Location (site address) 11201 FOREST DRIVE, ANCHORAGE, AK 99516
Current property owner(s) JAY M JEFFRIES Day phone
2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS
3. TYPE OF WATER SUPPLY: ® Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ® Steel ❑ Plastic ❑ Concrete ❑ Fiberglass
Age 17 - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ® Deep Trench ❑ Wide Trench ❑ Seepage Pit
Waiver request for:
Expedited review requested: ❑
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee $ 5 SG
Date of Payment 2 j 'LJ Z
COSA # DSC2� 12,7 g
Waiver Fee $
Date of Payment
Waiver #
COSA Application.doc
COSA Checklist
Legal Description: BRUIN PARK BLOCK 4, LOT 10 Parcel ID: 016-111-46
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system
A. WELL DATA
❑ Well log is filed with Onsite (or attached) Well production at time of test 2+ gpm
Date drilled *CIRCA 1961 Total depth *76'+ ft Water storage tank volume NA gallons
Cased to *40+ ft Well disinfected for coliform test? ❑ Yes ® No
® Sanitary seal is functioning correctly ® Coliform bacteria is Negative
® Wires are properly protected Nitrate mg/L Nitrate less than MRL (ND)
Casing height (above ground) 18+ in. Arsenic ug/L ® Arsenic less than MRL (ND)
Date of flow test for COSA 9/26/23 FW{:S
Static water level at beginning of test 34 ft. Collected by Date 9/20/23
Comments *UNKNOWN & PER MOA RECORDS
B. TANK DATA
Measured operating fluid level in septic tank 49"
Date of pumping 9/23/2023
❑ Required maintenance completed, if AWWTS
Comments:
D. ABSORPTION FIELD DATA
Which system tested (date installed) 10/20/2006
® ALL standpipes present per record drawing
Total measured depth from rade 10.5 ft(max)
Measured depth to pipe invert from grade 4_8 ft (min)
❑ N/A — pressurized field.
® Per record drawings, field is insulated.
❑ Monitor tubes (MT) go to bottom of effective. (ED)
If not, state depth into effective 4.81'
® Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced 2000 gallons 9/25/2023 date
Any rejuvenation treatment (past 12 months) N
If yes, enter date
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments:
Adequacy test date 9/26/23
Results M Pass
Fluid depth prior to test 2 in
Water added 450 gal
New fluid depth 14 in
Elapsed time 1310.min
Final fluid depth 0 in (0.19'OR 2.3" MISSING)
Absorption rate 450 gpd
FIELD STATUS — POST RECOVERY
Effective depth (per record drawings) 60 in (MOA TED)
Effective depth used 2 in (Missing ED + Final Fluid Depth)
Effective depth (ED) remaining 58 in
Comments/Deficiencies: Approximate total measured depths from existing grade ED per elevation measured shots &
appears approximately 2.3" ED may be missing. North portion of field & tank insulated per MOA documents
COSA Checklist.docx
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well on lot)
Septic Tank/Lift Station on Lot > 100'
Community Sewer Manhole/Cleanout > 100'
❑ Yes
if No *85
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 *80
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
❑ N/A — Served by Community
Well (not on lot) or Public Water
From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ® Yes
if No
ft
Surface Water > 100' ® Yes if No
ft
Tank to Property Line > 5' ® Yes
if No
ft
Wells on Adjacent Lots:
Field to Property Line > 10' ® 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 tank or field is under driveway comment below
F. ENGINEER'S COMMENTS
*WR #060065
G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based
on procedures outlined in the Certificate of On -Site Systems Approval Guidelines, indicates that the on-site water
supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation, unless noted otherwise.
Name of Firm FIRST WATER CONSULTING Phone 907-350-9566
Engineer's Printed Name CURTIS HUFFMAN, PE Date 9128123
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. The assessment of the condition of the well and septic
applies only to the conditions as of the day tested. The flow and absorption rates may change
due to subsurface conditions that may not be observed from the surface, changes in land use,
local soil characteristics, groundwater levels that may fluctuate during the year, quality of
construction (workmanship & materials), the water usage of the family being served by the
system and maintenance. The operational life of all well and septic systems are subject to
these various and dynamic characteristics and are outside the control of the evaluator of the
well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting & FWCS
COSA Checklist.docx
-49
/J .. .. .... ..........
Curtis Huffman /
CE 128991 •.w���
T �F�' • .
2/28/JQ33F� r
l,W PROFESSIONP
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program /.
+�
Anchorage, AK 99519 4700 Bragaw Street /j
P.O. Box 196650519 1
-6650
www. 7) 34 -7904 ite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING e�
Parcell.D. DIU- I I COSA# U4po
1. GENERAL INFORMATION Expiration Date: — 2 6 — �.
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
BRUIN PARK SUBDMSION• LOT 10, BLOCK 4,
11201 FOREST DRIVE ' ANCHORAGE AK 99516
ARTHUR NELSON c/o LINDA CRESAP Day phone 242-1745
5300 DeARMOUN ROAD ' ANCHRORAGE, AK_ 99516
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
0
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
Day phone
Day phone
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
N
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 engineers work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I ven7ythat my
investigation,, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows th^e on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for Ike'humber of bedrooms and type of structure indicated herein. I further verify that based on the
info ation obtained from the Municipality of Anchorage riles 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 J mcn _ �Date
Engineer's Comments:
In conducting this evaluation, GEG, Lf D. attempted to provide a thorough,
conscientious engineering analysis of the system In accordance with ADEC and MOA �� OF A4
DSD Guidelines 6 Regulations. The reported results described the performance of the Q ""
system under the conditions encountered at the time of the test, and separation
distances measured to readilyidentifiablo features. The operational life of all wells and y
septic systems depend on the local soils condition, groundwater levels that may i 4.. TF'� 1tV
fluctuate during the year, and the water usage of the family being served by the system. ;0.1 S^�
These conditions are outside the control of the evaluator of the system. Satisfactory lost DONiJA C. M AF
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 (ilj •. CE 1113"
any warranty or future estimate of how long the system will continue to meet the +� �! •fo ZSO'� •'
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.
-ti ONSITE =
Disapproved. ER AND
Conditional approval for bedrooms, with the fllowing stipulation`s •, WASTEWATER
PROGRAM
1<
p5t+t�'
Attachments:
COSA Checklist Arsenic Advisory
Septic System Advisory Maintenance Agreements
Well Flow Advisory Supplemental Engineer's Reort
Nitrate Advisory Other
By: � �/�/N L't/ • ✓ Original Certificate Date: I't% - ZZ (P ^ 0 %
(Rw. Ives)
Municipality of Anchorage
• Development Services Department
Building Safety Division
On -Site Water & Wastewater Program : • '
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 9951&6650
www.muni.org/onsite
(907) 3437904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: BRUIN PARK ' SUBDIVISION: LOT 10, BLOCK 4, Parcel ID: D / L - I i j - Y
A. WELL DATA .
Well type PRIVATE It A, B, or C provide PWSID# N/A
Date completed -1961 Sanitary seal (YIN) YES
Total depth 76+ ft. Cased to 40+ ft.
FROM WELL LOG
Date of test
Static water level n.
Well production g•p•m•
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mi. Nitrate ND mg./L.
Well Log (Y/N) *E9"
Wires properiy protected (YIN) YES
Casing height (above ground) 18+ in.
AT INSPECTION
10/25/2006
40 ft.
2.31 g.p.m.
Other bacteria 0 colonies/100 ml.
Arsenic: NO ugJL. Date of sample:10 17 2007 Collected by: GEG. Ltd.
B. SEPTIC/HOLOINO TANK DATA 'FOR GRINDER PUMP
Tank Type/Material SEPTIC/STEEL Date installed 10/18-20/2006
Tank size 1000 gal. Number of Compartments E Cleanouts (YIN) YES
Foundation cleanout (YIN) YES Depression over
tank (YIN) NO /High water alarm (Y/N) 'YES
Date of pumping NEW Pumper / � A� coona i d S -
T� 00-1
C. ABSORPTION FIELD DAT
Date installed 10/ta-20/2006 Soil rating .p.d./ ft'/bdnm) 1_2 System type TRENCH
Length 38 ft. Width 2.5 ft. Gravel below pipe 5 ft.
Total depth e.59-9.1011. Eff. absorption area 350 ft' Monitoring tube YES Depression over field NO
Date of adequacy test NEW Results (Pass/Fail) PASS For E bedrooms
Fluid depth in absorption field before test = In. Water added =gat. New depth =In.
Elapsed Time: = min. Final fluid depth = in. Absorption rate >= - g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) . NONE KNOWN If yes, give date -
D. UFT STATION
Date installed
"Pump on" level at _in.
E. SEPARATION DISTANCES
Size in gallons
"Pump Off"e High water alarm level at
Cycles tested Meets alarm & circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot
*85'
On adjacent lots
100'+
Absorption field on lot
•80
On adjacent lots
100'+
Public sewer main N/A
Sewer /septic service line 25'+
Animal containment areas 50'+
Public sewer manhole/cleanout N/A
Holding tank N/A
Manure/animal excrete storage areas 100'+
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:
Properly line 10'+ Building foundation 10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I 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. C Mss
Engineer's Py�Name enVlo�.
Dale
COSA Fee S y.3 U 4 17 s KU s /1
Date of Payment /yV 7
Receipt Number 9 / S 7_ S
(Rev. 1 VO6)
Waiver Fee $
Date of Payment
Receipt Number
n /
m
o �O `\
xI
m
E
6q
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