HomeMy WebLinkAboutBROADVIEW BLK 1 LT 3Broadview
Block 1
Lot 3
#050-321-18
ENGINEERING SALES CONSULTING
December 26, 2023
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Rd. P.O. Box 196650
Anchorage, AK 99519-6650
(907) 343-7904
quan, ics
Alaska AutharizCd Deai11'
Ref: Broadview S/D; Block 1, Lot 3 (12341 Mountain Ash Drive, Eagle River, AK)
Memo concerning converting CAT III AWWTS to CAT II AWWTS septic system
To whom it may concern:
The permitted drainfield was installed on the referenced property in 2001. In 2008, the system was
upgraded to utilize a Quanics Aerocell system and started up after the installation. ARM Septic
Services, LLC checked the monitoring tube in the drainfield on March of 2023 and found it to be
The receiving soil has a percolation rate of 6.0 minutes per inch. Given this percolation rate, a 5
gpd/sq.ft. application rate is allowable for a Cat III effluent. The allowable soil application for Cat
II effluent on the existing sand filter is 4.0 gpd/sq.ft. The existing home has 4 -bedrooms so the
required absorption area is 150 sg.ft. (600 gpd/4.0 gpd/sq.ft.). The existing drainfield has an
absorption area of 150 sq.ft. so it is adequately sized for 4 -bedrooms.
At this time, we request that your department approve the removal of the jandy valve actuator and
placement of tPelvalve in the open position.
Pre
P. E., M'S.
the- 0UkaV11GS Ae''oc'p_l� SySicwi 15 wno�j to
Con ✓erW io ot GAT 1I Sy ,�Aewt
v/z /zY
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www,garnessengineering.com
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water 8 Wastewater Program, 4700 Bragaw St.'
P.O. Box 196650 Anchorage, AK 99519.6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 2
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SWO80044 PID Number: 050-321-18
NOTe1
MIKE SWEELEY
Wastewater System: ❑ New ■ Upgrade
Y P9
Address:
12341 MOUNTAIN ASH DRIVE, EAGLE RIVER
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 696-2275 4
n Deep Trench O Shallow Trench ■ Bed O Mound DOther
LEGAL DESCRIPTION
soil B`tkgTata
!: e"" q' .
GPD/sq.
ti n.
alock: Lot: Subdivision:
D.pu to PIPs sonoin hem spinal e.ad.:
d•yth bwwoth pip.:
1 3 BROADVIEW
FL
Township: Range: Section:
rA ochre above original pad.:
Grant l.rgth:
PL
WELL: ❑ New ❑ Upgrade
Growl .imh:
Mwnb.r of m..:
DW.. W. Nw•:
n
rL
cw.nr..4 Piot., A.B•C): TotaD.Put
•ed To:lp �
Total ww:
Pp. ma1.rlW:
n.
n,
so.
n
Drul«: • Dd W:
stem watw Lm:
krwiw:
pal. I,wtall.d:
SOUTH FORK CONST.
6/26-27/2008
i<
n.ld: P set At:
ca" N.Ipbt Abov. Grow:
TANK
GPS n.
n
SEPARATION
DISTANCES
0Septic 0Holding ❑S.T.E.P. C3 athero
To
Septic
Absorption
Lift
Holding
obfic/Pdvote
Yaixi1oc1Wir'
CavaaM In gmww:
Prom
Tank
Field
Station
Tank
s•.er Un•e
Well
—
—
—
—
25'+
wt«w:
N bw of aompadm.nt.:
Surface water
—
—
—
—
—
LIFT STATION
Lot Line
—
—
—
—
—
Size In Ddbne:
�
Foundation
—
_
—
_
—
p en kw i at:
ump err at:
Mph .at« awn, ot:
Curtain Drain
NO KNOWN
Parvo '
El.au+aa kw cw W,,n wd br
Remarks:
BENCH MARK
tPae4m ..e D..anpe
INSTALLED QUANICS AEROCELL UNIT JANDY VALVE
JAI.,
AND DOUBLE CLEANOUTS ONLY.
!7vtIT !i
'
A..wn.d EMvatcn:
FL
Inspections performed by: GEG, Ltd. Dates: 1st 6/26/2008
ENGINEER'S PEAL
000aoo O
Op
2nd 6/27/2008
o F
v
'3rdf1;.,-
SO
Development Services Department Approval T
p'� T000
Conditional approval: Date:
••• . • . ••••• •••••••••••p
y rness: p
OQ °
C77$/53
O� '°�..��1 TJ ��• oo'o
��4p°P(Riroreesiaoa�
Reviewed and approved by Dater
DO0000�
PERMITNUMBER: AS DRAWING PARCEL ID NUMBER:
SWO
SW080044 050-321-18
s.. ;%
'•.4 ' '' • • '.'
• -w! 4 BEDROOM d
HOUSE
A EXISTING INTERMITTENT
• • SAND FILTER (SF) SYSTEM \
COMPLETELY ABANDONED
• IN PUCE
•: IEli
I
EXISTING EXISTING 1500 GALLON
DRAINr1ELDS.T.E.P. TANK—
FCO �
]INSTALLED QUANICS 650
AEROCELL MODULE. JANDY
VALVE AND DOUBLE CLEANOLTTS.
— — — — — — — — — — — — — — — — f/ — — — — — — — — —
B C /
COI
19.1
22.9
POD1
27.0
31.2
PGD2
25.4
28.7
JV
22.9
24.6
DBL1
31.1
34.8
D81_2
31.6
35.9
/
A
I
1 N
\
i� ...... . ... siVOU
OUj.
DARN 'SS ENGINEERING GROUP, Ltcl. p 9 v,
- -^' CONSULTANTS 3 GENERAL CONTRACTORS..—.+_....+„..���.. ......•• • ........ ....:...
ani L n • . n ,o, • ANCHDR cL M row, . n (aona>-•,n • F•. po�.us-.uw . `nv .....•.o.y..,y,.w„
PREPARED FOR: PHONE NUMBER: PACE NUMBER: ••
MIKE SWEELEY 907-696-2275 2 OF 2 '•.Je t . Car ess:
LEGAL DESCRIPTION:DRAWN BY: E— eG
BROADVIEW SUBDIVISION; LOT 3, BLOCK 1 A.J.G aDa�e e 4 4oG
TYPE OF WORK: DATE: UQo4pO4�p0oo
AS—BUILT DRAWING OF QUANICS AEROCELL UPGRADE 7/10/2008
■22/07 2008 10:09 FAX 907 694 1122
■i iA11T11 FORK COlfSTrtrCT10N
■i P.O. Box 77056'y
EAGLE RIVER, ALASKA 99577
7D
(907) 044M1 FAX (907) 04.1122
SOUT11 FORK CONSTRUCTION
•n_
O PLEASE REPLY 0 Mo REPLY NECESSARY
IYiW 1�R��rMAYr11114111.�M
fa 0 O 1
SYGN£D
Municipality of Anchorage
�• Development Services Department
IBuilding Safety Division
/ Onsite Water and Wastewater Program
4700 South Elmore St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.cl.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: GEG
Legal description: Broadview: Block 1. Lot 3
[--]Permit ❑C.O.S.A. ®inspection Report
The attached paperwork has been reviewed and Is being returned for the following reasons:
1. As -Built Drawing - Scale: The indicated scale (1e=40') on the as -built drawing is not correct (it
actually scales at 1"=30'). Please revise the as -built drawing as needed to be scaled correctly.
2. Swing Ties - Accuracy: Some of the tabulated swing tie distances do not agree with the as -built
drawing, example: PGD2 -C tabulated as 28.7', scales over 32'. Please revise the swing tie
information and/or as -built drawing as needed to be in agreement.
Name of reviewer: Jay
Date: 7/24108
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
MUNICIPALITY OFANCHOR4GE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: May 13, 2008
Expiration Date: May 13, 2009
Permit Number: SW080044 Parcel ID: 050-321-18
Legal Description: BROADVIEW BLK 1 LT 3
Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 012341 MOUNTAIN ASH DR
Owner Name: Mike Sweeley Lot Size: 51813 SO. FT.
Owner Address: 12341 Mountain Ash Dr Total Bedrooms: 4 Permit Bedrooms: 4
Eagle River. AK 99577 -
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 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 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: -:5 77i
Date: S
Date: S O
Municipality of Anchorage
Development Services Department .
Building Safety Division
On -Site Water 8 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. 650.321- 1 �?
Property owner(s) MIKE SWEELEY Day phone 696-2275
Mailing address 12341 MOUNTAIN ASH DRIVE EAGLE RIVER AK
Site address Zip Code 99577
Legal description (Sub'd, Block & Lot ) BROADVIEW SUBDIVISION• LOT 3 BLOCK 1
Legal description (Township, Section & Range) N/A
Lot Size 5 1900)1$ Sq.Ft. Number of Bedrooms
THIS APPLICATION IS FOR ( ®all that apply):
THIS APPLICATION IS AN:
Absorption Field
❑
Initial
❑
Septic Tank
❑
Upgrade
Holding Tank
❑
Renewal
❑
Privy
❑
Private Well
❑
Water Storage
❑
*THIS IS AN UPGRADE TO THE
ADVANCED
WASTEWATER SYSTEM.
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 Fees: /1&0.00 Waiver Fees:_
Date of Payment: I a I G/ O 7 Date of Payment:
Receipt Number: 8(o O 1 1 a� Receipt Number:,
(Rev. 11/05)
GARNES
S
May 1, 2008
ENGINEERING GROUP, Ltd.
CaNSl1LTANTS & GENERAL CONTRACTORS
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
Ref: Septic System Upgrade for Broadview Subdivision, Lot 3, Block 1. Waiver of the vertical
separation distance between the bottom of the drainfield (receiving Quanics effluent) and bedrock.
To whom it may concern:
We are requesting that the vertical separation distance between the bottom of the drainfield, and bedrock,
be waived to 4.25 feet. Justification for this reduced separation distance is summarized as follows:
The Quanics Aerocell unit serves to replace the lined 1SF. The effluent being discharged to the
drainfield from the Aerocell unit is expected to have CBOD and TSS levels that are less than 10
mg1L. The total nitrogen levels are expected to consistently be in the 15-30 mg/L range, which is
significantly less than the 4045 mg/L range typically of ISF effluent. In short, there should be a
significant reduction in the TN being introduced into the drainfield.
There will still be a 4+ feet separation distance between the bottom of the drainfield and
groundwater
There will be no discemable benefit (reduced BOD, TSS, or total nitrogen) achieved by passing
the effluent through 6 feet of soil vs. 4 feet of soil. It is generally agreed upon that the pathogen
reduction occurs within the first 4 feet of soil; hence the 4 feet required separation distance to
groundwater. It is reasonable to assume that by the time the effluent passes through 2 feet of
imported sand (in the existing drainfield) and then 2 feet of the insitu 6 minute per inch soil that
the FC, BOD, and TSS levels will be essentially zero (0). It is further assumed that there will be
no more reduction in total nitrogen achieved by building the mound several feet higher.
Based upon the facts presented we are requesting that the vertical separation distance between the bottom
of the existing drAtfield and bedrock be reduced to 4.25 feet.
If you have any/gqestions, please call me at 337-6179.
P.E., M.S.
3701 East Tudor Road, Suite 101 • Anchorage, Alaska 99507-1259
Ph: (907) 337-6179' Far: (907) 338-3246 • www.gamessenginecring.com
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS m
November 29, 2007
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Proposed Septic Upgrade for Broadview Subdivision; Lot 3, Block 1
The existing 4 bedroom house is served by a private well and septic system. The septic system consist of
a 1500 gallon S.T.E.P. tank, a lined Intermittent Dosing Sand Filter (IDSF), and a 5 -wide drainfield. The
owner is having problems with the air line between the house and the drainfield. The monitoring tubes in
the existing drainfield were found to be dry. The owner has requested we design an alternative treatment
system to replace the lined IDSF. Attached is a design and detail drawing showing the proposed changes.
As can be seen on the design, we are proposing to use a Quanics Aerocell treatment system and connect
to the existing 1500 gallon S.T.E.P. tank and the existing 5 -wide drainfield. A new control panel and
some floats in the S.T.E.P. tank will be required for this installation. As can be seen on the design, a
category III application rate is required in order to meet the square footage requirements. We anticipate
the Quanics Aerocell treatment system to obtain this approval by the end of February of 2008. Our client
is not proposing to install the system till the spring of 2008. If the Quanics Aerocell system does not
receive category III approval by this time, an Advantex system will be installed instead. Please make a
provision on the permit stating that an approved Catergory III advanced wastewater system is required for
this property.
We are unaw adverse impacts this installation would have on adjacent wells or septic systems.
I7u ave a y o s, please contact us at 337-6179. Thank you for your assistance.
Sincere y
f
Jeff ss, P.E
Preside
V
No : Attached is a design drawing and a detail drawing which are all part of the design package for this septic
syst . (Contact G.E.G. Ltd. for 7 page construction specification letter.)
WAIVER FEES: I "
C
DATE OF PAYMENT: J
RECEIPT NUMBER: bigg4
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: www.gamessengincering.com
r Al�nrvL, ncr nom. �I �I [.m
DESIGN CRITERIA:
NUMBER OF BEDROOMS: 4
GALLONS PER DAY (OPD): 600
PERCOLATION RATES: 5.0
PROPOSED APPLICATION RATE: 4.0
—
MINIMUM GRAINFIELD SO.FT.: 150
T
DRAINFIELD CRITERIA.
•:.
EXISTING DEPTH: 3.5 (AVG.)
;
� 4 .'
WIDTH: 5 FEET
,.
.,..
.
LENGTH: 30 FEET
M.OA. SAND FILTER: 2 TO 2.87 FEET
.•�"
EFFECTIVE: 0.53
'
\
.'•:
ACTUAL SOFT.: 150 't•
EXISTING INTERMITTENT
SAND FILTER (TSF) SYSTEM .. � y,
NR COMPRESSOR
TO BE ABANDONED IN PLACE
61 CRAWLSPACE
• '•
•
•.•
INSULATED\
z
�
AIR LWE1\
v
\
S.. EXISTING DRAIN DBLI�_
DBL2
� n
'• VVV I I I
;..• ursl �I I
ALTERNATE SITE
/
/
/
/
WELL
1
,= -r
-i
X'."/X!STING 1500 GALLON
/ S.T.E.P. TANK
/1\—PROPOSED 650 OUANICS AEROCELL
UNIT WITH ,KNDY VALVE ASSEMBLY
� I
I
1
I =WAlZ "I; P .F'RMrITIMMUN-1
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
AC.RFF TO ACCEPT THE TERMS AND
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3nl c nuo• AOtl. anE lot • 00art r wwr • w (07w7-41" • m (wens -mo • �2 ... M�+�'ti'�•�'!a•n
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
MIKE SWEELEY 1 696-2275 1 1 OF 2
LEGAL DESCRIPTION:
BROADVIEW SUBDIVISION; LOT 3, BLOCK 1
TYPE OF WORK:
DESIGN OF SEPTIC SYSTEM UPGRADE
J.L.M.
11/26/20LI
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IE: DRAWN BY: •••• •.. .
11/27/2007 J.L.M.
;AL DESCRIPTION: f Z ��
BROADVIEW S/D; LOT 3, BLOCK 1, GARI�IrSS LNG1NI:i:RING GUP
RO, Ltd. Op ;, . CE_ GGr ss: s G
p ' .
'E OF WORK:..... CONSULTANTS A GENERAL CONTFAOrORs
DESIGN OF OUANICS AEROCELL SYSTEM �ni a H/z
rO FQ SS10n p�
EPARED FOR: PHONE NUMBER: PACE: OD�OOD�po
MIKE SWEELEY 696-2275 2 OF 2
I Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & 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. SWO10249 PID Number. 050-321-18
Name: MICHAEL QUINN CONST.
Wastewater System: ■ New ❑ Upgrade
Address:
P.O. BOX 772641 • EAGLE RIVER, AK 99577
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 694-4955 4
ODe•p Trench ■Shallow Trench OBed ClMound ■Other
LEGAL DESCRIPTION
U' "`UMF 4.0
TNN D.Pe to ° aw'► 29
CPD/4 n
n
Lot: Buck Subdivision:
Dwth to Pipe bottan Nem orighwt We"
Dew spm bwwah Obk
3 1 BROADVIEW
SEE DWG. R
0.53 rL
Township: Range: Section:
ro •sew shave - - ped.:
or" wvpm:
— — —
SEE DWG. n
30 n
WELL: ■ New ❑ Upgrade
tired worm:
5
t•Nvw« of iwc
1
Distaws twbson snow
—
n
n
D1o,wr"tion Prt.at.. A C .
Total Dpth:
Caw To,
Total absorption en¢
ftW wwlorial:
PRIVATE
400 R
20.3 n
150 sa n
D 3034/F-810/SCH 40 PVC
Dnwr.
SULLIVAN WELLS
DOte Ilst
8/15/01
state water Met
30
a -to"
SOUTH FORK CONST.
Date tatesw:
8/28-9/4/2001
n
nim
Pomp soAu
ap.Np "Ont Above tkewvm
TANK
1.1 CPu
UNKNOWN n
PIT WELL w/ DRAINrL
SEPARATION
DISTANCES
aseptic 0Holding ■S.T.EP. 0Other
To
Septic
Tank
Absorption
Field
U t
Station
Now ng
Tonk
/Riots
sews. tYw.
r'"'t°eb1e1
ANCHORAGE TANK
COPee� N vaY
1500
From
Well
1006+
100'+
—
—
25'+
tdaWat STEEL
N 2
Surface Water
1006+
100'+
—
—
—
LIFT STATION
Lot Une
5'+
10'+
—
—
—
X150in 0
ANCHORAGE TANK / ORENCO SYSTEMS
Foundation
5'+
10'+
—
—
—
M IaN at
TIMER
or1rvN Oil.
TIMER
Nph M.r Nam at:
46'
Curtain Drain
NONE
KNOW
Pu" ton * Nodes
20 051 05 HH
a.cakd b -nations vNemwe
Remarks: "LINED INTERMITTENT SAND FILTER (ISF)
BENCH MARK
Location ar Dooar" n:
SYSTEM INSTALLED.
TOP OF WELL HEAD
**TOP OF SAND IS 0.29 FEET ABOVE HIGHEST
TOP OF MANHOLE 96.88
ORIGINAL GRADE LEVEL.
Aownwe rivetwa l .00 n
ENatNEERe s
l0p06�4
v ` . • • ., ,9s4�
3 o � Ps. b•1 Con pr>T�SSc✓L GA*.t 6t✓ •
.
Dates:lst 8/28/2001
Inspections performed by: AKWWC, INC. 2nd 8/28/2001
**.:•;,
3rd 9/4/2001
4th 9/4/2001
'., of a Gar ess.-
Department of Health and Human Services approval
'•. E-7
�F•O�
�e^e
�Op
Reviewed and approved by: Date:
roresston
40poo�
INUMBER: AS -BUILT DRAWING PARCEL m NUMBER:
SWO
SW010249 050-321-18
_ _ _ _
--__ _--------I—___ y...- . __ _ __ NEW WELL
t•
THII t.. . s:•.
NEW 18' BY 20' INTERMITTENT \ �^
SAND FILTER (ISF) SYSTEM NR COMPRESSOR y$
IN CRAWLSPACE
INSULATED\
.� �.. Y• AIR LME I
i
�—} —
NEW DRAINFIELD
. s • L MT1 3l. / I
TH13
1 �• I I I I BLIT +
\ :•:
MMII
1 I 1 i \ NEW tsOO GALLON
TFif3 LJ \ I I S.LEP. TANK I
1
O
C-
\� In
\ \ S
�I
I `ALTERNATE SITE
I
I
I
I \
I \
1 \
7/1/2002
DRAWN BY:
��••'
S40
ALASKA WATER & WASTEWATER
vv
SCALE:C.J.G.
IN�Cta0?)S37
K OQSM
1 " = 40,
... :.....
.............
6001 DFFA00 ROAD. SUITE M • ANC QAGF - 170 • FAX (007)158 -SM
PREPARED FOR PHONE NUMBER:
PAGE NUMBER:
MICHAEL QUINN CONST. (907) 694-4955
2 OF 3
A.
a ss
LEGAL DESCRIPTION:
BROADVIEW SUBDIVISION, LOT 3, BLOCK 1,
-79
�l•QV
AS—BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM LOCATION
PERMITNUMBER: AS
DRAWING
PARCEL NUMBER:
SW010249 -BUILT
SWO
050-321-18
GRAN Tor or 16"1012
• �� 90.84
9n m w
Tor OF 1.444( TDP OF TAE
AT 9027.97.39 AT 0VW . 9111
100MATED
PQ W111MCI011
' NEW 1500 GALLON
S.T.E.P. TANK
INYERr of OF nRm
AT MW . 91,84 AT *VW . 91.79
TOP or 9Am
F9DL CANE N.N
. 9293-9290
R1O1 fNK
S H 1 1007
KTTATOD Box
AROUND
POWEIOI
F�.' Oc2�
Y ✓M. .istj.\ .. Y�� N mss.
:�... .... ........
TCI Or NIU E
90)1011 of SAW 90.11
Y PEA 97.44
GRAVEL
/011oY of LINED
WMIT of an"
I7F . OL79
PiE - 90As
94477(7 OF P9R
. NA7
MT CO IAL GRADE .
9-97.12
FILTER PA9R1C
94GWLD mall RGUTAOIGI
NOU1O
011109844 GRADE
ORIGINAL GRACE
. 91.42 ,). •.*r
INVERT or PPE
���` ..:4`ti'�r1,-�•r'�:* TOP Of WD .
9279 CAM)
SAND EOTIM OF TRINCH . 90.79
L�C
9011W OF TRENCH . 79.92
DATE:
gp6004
7/1/2002
06
DRAWN BY:
c J.G.
ALASKA WATLR & WASTEWATER
SCALE.
CONSULTANTS, INC.N.T.S.
"" ' ' ' ' ""' *��
6001 OFRARR ROAD. SUITF 78 • ANCHORADF. AK 00504 • PNONF (007)3374170 • FAX (007)339.37L6
Q
PREPARED FOR: PHONE NUM13ER:
PACE NUMBER:
MICHAEL QUINN CONST. (907) 694-4955
1 3 OF 3Q
t ... a.. ..
000 �6 C 79
0
4�D�dPro/ssslot3aaoos�
LEGAL DESCRIPTION:
BROADVIEW SUBDIVISION. LOT 3, BLOCK 1,
TYPE OF WORK
PROFILE AS DRAWING OF NEW SEPTIC SYSTEM
��40oop0o
-BUILT
FROM MICHAEL OUINN CONSTRUCTION PHONE N0: 907 6944956 Jun. 28 2002 04:113PM P3
ttCertttteb �3riUing 109
by
DOC Co. db3
SULLIVAN WATER WELLS
P.O. BOX 670272, CHUGIAK, ALASKA 99567 • TELEPHONE 688.2730
OWNEROFLAND: O!LI/C HAFc jQaj,4AJ L1401 HOLEt
nn 'I DEPTH
ADDRESS: 1619 1� i
LEGAL DESCRIPTION: _ 4?AA4 d, Pad
1 40T 3
DATE.
PERMIT NUMBER: D 10 .g., Date of lssue_�7_ - d- �01
'[AX IDENTIFICATION NUMBER:'h5SZ- 3,1 11 -: he
Is well located at approved permit location? � O No'
Method of Drilling: � rotary U cable tool
Depth of welt: 4 U.,%
Casing Type ,S!2Eti. c- Wall Thickness Inches
,r a
Diameter 4> InChes.depth �feet
Liner Type: �iP ✓G 320 Q-��aPwTc=1
Casing Stickup Above Ground: 02 feet
Static Water Level: _?a feet
Recover Rate: I t / gpm
Method of Testing: 41B.
Well Intake Opening Type: U open end O open hole
Ll Screened; Start --feet
Stopped
feet
O Perforation$ .. Start
feet •S ped
feet
Grout Type: 13Gzni
.
Volume $'t7rf 6S
Depth: from
feet, to OZ
feet
Well Disinfected Upon Completion? 4.154 ONO
Method of Disinfection: 0144
ftA i JEC 5Q
1740,14
Comments:
d C 4S'.,%J c rrIC_gJ10
!0..- /3 r aR oC Ac. Rl A c. K.K
S
:�3f0<�c�Ac/.jl.FCRc
235 _QgO���K 644% S/
�J it �c"'L SE OM1
�q&. A2otack
6,l4i
- 13 Eri xo c fc 69-44
3.21 agEd C",V_ 4R-41 gj,40;4
��Adl t
6. _l3e.,04%C.1c ciuedY
38 1 13-610/1 c, W QJ#4.CTj 11
S,54j
Nli
11E 46C 4 xy
Driller's Name 12,4-1 i 4rc�A'
ATTENTION: It Is the responsibility of the property owner to submit a copy Of the well log to the proper authority. Municipality
of Anchorage: Department of Health 8 Human Services and/or Department of Environmental Conservation. MatSu Borough
Department of Environmental Conservation.
'00
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MUNICIPALITY OFANCHORAGE
Development Services Department
On -Site Water& Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM 1 WATER SUPPLY PERMIT
Initial
Permit Number: SWO10249
(7 It
�n"'4 W
Date Issued: Jul 18, 2001
Expiration Date: Jul 18, 2002
Parcel ID: 050-321-18
Legal Description: BROADVIEW BLK 1 LT 3
Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: 012341 MOUNTAIN ASH DR
Owner Name: Michael Ouinn Construction Lot Size: 51813 SO. FT.
Owner Address: PO Box 772641 Total Bedrooms: 4 Permit Bedrooms: 4
Eagle River , AK 99577 -
This permit Is for the construction of.
O Disposal Field Q Septic Tank Holding Tank E] Privy Q✓ Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 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: b
Date: 7-18-01
Municipality of Anchorage :F;4
• Development Services Departmenti
j Building Safety Division .. , .
OnSne Water d, Wastewater Program
4700 South Bragaw St
P.O. Box 196650 Anchorage, AK 99519-6650
www.cl.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcell.D. 1S '3oPermit Number 5WO10241
IWProperty L J'i 1•l:l\Cl MICHAEL QUINN CONSTRUCTION Dayphone 694-4955/244-4607
• •• • i•• •1 • �•
•. •• 4agqlMQUIldiel E)r• Code
99577
Legal description (Section, Township & Range) N/A
Lot Size 5l 8/ 3 Acres/Sq.Ft Number of Bedrooms 4
THIS APPLICATION IS FOR:
❑❑
Sewer Only
❑
Well Only
Sewer and Well
0
Water Storage
Sewer Upgrade
❑
THIS PROPERTY CONTAINS:
El
Hot Tub
❑
,Jar' mf
❑
Swimming Pool
❑
Water Softening Unit
Therapy Pool
❑
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.
ALASKA WATER do WASTEWATER CONSULTANTS INC.
Permit Fees:4tAUO cc
Date of Payment:10/°T
Receipt Number. (0 Oct a' -
Waiver Fees,
Date of Payment:
Receipt Number.
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
June 14,2001
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed Well and Septic System for Lot 3, Block 1, Broadview Subdivision
(Lined Intermittent Sand Filter - ISF)
To whom it may concern:
The proposed 4 -bedroom house will be served by a private well and septic system. We are
proposing that a 1500 -gallon S.T.E.P. tank, an innovative Lined Intermittent Sand Filter (ISF)
system and a 5 -wide drainfield, be installed. Comments regarding the proposed upgrade are
summarized as follows:
1. GENERAL: Six test holes were excavated on the property to determine an area suitable for
a septic system upgrade. Due to the high groundwater in some areas and shallow bedrock, the
area around TH94 was found to be the most suitable for an on-site septic system. Given the
limited area around TH94, it is our opinion that a Lined ISF system, with a 5 wide drainfield is
the most viable option.
2. SOILS: Attached are the logs, which show the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that due to the overall appearance of the soils, an
application rate of 4.0 gallons/day/f2 should be used for the proposed Lined ISF.
3. LINED INTERNHITENT SAND FILTER (ISF) DESIGN:
a. Total Depth: 4 feet
b. Width: 18 feet
c. Length: 20 feet
d. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank".
e. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank".
f. Sand Material: In accordance with M.O.A. latest standards
g. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and
less than I% passing the #i8 sieve.
6901 Debarr Road, Suite 2B • Anchorage, AK 99504
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: akwwc.com
CNUGNA s , - PPRK
PROPOSED SEPTIC SYSTEM % WELL \\
(SEE DESIGN, PACE 2 OF 4)
T4-1 -1
O 1 7H I
02
TM/3 j I PROPOSED
LOT 3. BLOCK 2: + 1 / ��--_+ ` 4 BEDROOM
BROADVIEW S/D \� 1 6,� 1 \
in TH 5+ /% I �\ \I SMITH TRACT: SW 1/4,
SECTION 6, T14N, 11W
ALTERNATE SITE
\ / /PEPTIC AR � �.; 7 %X
LOT 2A. BLOCK 2: NQ 1 I 1
BROADVIEW `/D
1
\ \\\ - / LOT 1 BROID'BLOCK S/D II /
It
DATE: •m•••••
6/14/2001
DRAWN BY: :7s1�q,
ALASKA WATER & WASTEWATER J.L.M.
SCALE' !r "��
CONSULTANTS, INC.
_ 100 €^ 9
—
0001 OE9AM ROAD. SU7E 29 ' INCNORAGE AK 00504 ' HIO1E 9077777-0170 ' FAX 907)3307240 1» I/
PREPARED FOR PHONE NUMBER: PAGE NUMBER: r� •„ j
MICHAEL QUINN CONST. 694-4955 1 OF 4 6`�: e r A. Camessr' /
LEGAL DESCRIPTION: X41 yJ 7953.
TYPE OF . BLOCK 1, BROADVIEW SUBDIVISION Vv��,°uvpFelesslo��� '
SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM �.,plz=
2x4 k PLYWOOD
BOX AROUND
PARIUETER-�
30 NIL PVC LINER
NOTE: THIS IS A
INTERMITTENT SAND
FILTER (ISF).
FROM S.T.E.P.
TANK -
MONITORING TUBE (TYP)-
EXTENDS TO TOP OF SAND.
4' MONTIORING
2x4 k PLYWOOD
BOX AROUND
6- LAYER OF 3/6- PFA I
WITH THE PVC LATERALS
MIDWAY IN THE STMT
(GRAVEL BELOW PIPE .
20' LOIN
ORFICE
4' PVC LATERALS SHIELD
1/8' DIA. ORFICES)
4 FEET DEEP-
\-2 Fl
_ INSULATION FLUSHING VALVE
6 INCHES OF PFA GRAVEL MA
iN E1L1ER FABRIC
WTTH A 4 INCH SLOTTED
DISCHARGE UNE PLACED
IN THE PEA GRAVEL. 20,
O
FLUSHING VALVE
AND ENCLOSURE
S SLOTTED
WIDE SLOTS
AT 4' O.C.
❑9
`-ORFICE SHIELD
UNE
4' MONITORING TUBE
O
_ INSULATION FLUSHING VALVE
AND COVER MP.)
iN E1L1ER FABRIC
2:4 PLYWOOD
BOX AROUND
+E Rq
6/14/2001
s Nc DRAWN BY;
pAIASKA «TATER & WASTE NVATER SCALE: J.L.M.
CONSULTANTS, INC. N.T.S.
6001 DEBARR ROAD, SUITE 28 • ANCHORAGE. AK 09506 • INIONE 907)337-6170' FAX 07)536-3266
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
MICHAEL QUINN 694-4955/244-4607 3 OF 4
LEGAL DESCRIPTION:
BROADVIEW SUBDIVISION; LOT 3, BLOCK 1,
TYPE OF WORK:
DETAIL AND PROFILE OF LINED INTERMITTENT SAND FILTER (ISF)
ILINER.
4' DIA.
FROM LINED INTERMITTENT
ER
30 FEET 5 FEET SAND TY DIS SYSTEM
Bit' 4' DIA. MONITORING TUBE
DRAINFIELD� (GRAVITY
�4' DIA. CLEANOUT
r
PLYWOOD BARRIER WITH VISOUEEN
AROUND PARAMETER OF TRENCH.
INSTALL 4 INCH MONITORING TUANBE (TYP.)
INSTALL 4 INCH CLEANOUT
FINAL GRADE
PLYWOOD BARRIER AROUND ��F1U7nE0RN
PERIMETER OF TRENCH.—\ FABRIC
INSTALL BRACING AND f I I I I / / INSTALL
AS NNEEDED.
STAKING NEEDED.
ORIGINAL
GRADE -
IF CLEAN, WASHED SEWER
BELOW DISTRIBUTION LINE.
I �-2+ FEET MIN. OF M.OA
1.0 TO 1.5 FEET DEEP MAX- Imo• WIDE APPROVED SAND FILTER
— REMOVE ALL ORGANICS. II
NOTE: BOTTOM OF SEWER DRAINROCK MUST BE 2+ FEET
GROUNDWATER AND 4+ FEET ABOVE BEDROCK.
DA
6/14/2001
DRAWN BY: sy�'` •••
r
I
ALASKA NATER & WASTER'ATER SCALE: J.L.M. oar
CONSULTANTS. INC. N.T.S.
6901 OFRARR Rom. SUTE 2B • ANCHORAGE. AK 99504 • PHONE 907)337-6179 • FAX 07U3ea246
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ,
MICHAEL QUINN 694-4955/244-4607 4 OF 4 QQ p •, y
LEGA. DESCRIPTION:Q�°O� C
BROADVIEW SUBDIVISION. LOT 3, BLOCK 1, 00/°„ ••.
TYPE OF WORK:
4°
DETAIL AND PROFILE OF DRAINFIELD 00�
A
e
' e-
7953 :i
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
LEGAL DESCRIPTION: BROADVIEW SUBDIVISION: LOT 3. BLOCK 1.
PERFORMED FOR: MICHAEL QUINN DATE: 5/2/2001
DEPTH __--_
(feet) ___= ORGANICS EST HOLE 1
7
8
9
10
11
12
13
14
15
18
17
18
tSOIL
------
----� --------:, - ------
ft2.O'
CLASSIFICATIONS
GW
.
1.
\\ TM12 f
. I
ML
TM13+— '
�;
�
rB POSED_ ;
z
T Hl 4
`
r,TH
Ii�lll!11GM
=
l\ 2
Ll
•
1 1'=100'
FRACTURED
GC
H/NHCIL
OL
` •
MH
THROUGHOUT
SP
��
3littttlCH
SMOH
•;•;••BEDROCKSC
7
8
9
10
11
12
13
14
15
18
17
18
PROPOM
SEPTIC
Sysm
PROPOSED
/ WELL—1
------
----� --------:, - ------
ft2.O'
1 w 4.w 1
�+:; I
Tl1
1.
PROPOM
SEPTIC
Sysm
PROPOSED
/ WELL—1
------
----� --------:, - ------
1 w 4.w 1
�+:; I
Tl1
1.
\\ TM12 f
. I
?a
TM13+— '
�
rB POSED_ ;
z
T Hl 4
`
r,TH
��
s+ HOUSE i
=
l\ 2
Ll
i
SITE PLAN I
ALTERNATE SfTE/
1 1'=100'
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
19 PERCOLATION RATE _ (MIN./INCH) —PERC. HOLE DIA. — (INCHES)
20 TEST RUN BETWEEN FT. AND FT.
COMMENTS:
PERFORMED BY ALASKA WATER do WASTEWATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS W43 P RFORMED
IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /
ALASKA WATER
CONSUL•
WASTEWATER
S. INC.
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: BROADVIEW SUBDIVISION; LOT 3, BLOCK 1,
PERFORMED FOR: MICHAEL QUINN DATE: 5/2/2001
DEPTtI
(lest s�_ TEST HOLE 2
1 y=== ORGANICS
a II LJI+lIW/GMSM
SOME ML
5
6NJ
BEDROCK
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19 8910111213141s16171819
20
COMMENTS:
DEPTH TO
GROUNDWATER
DATE
4.0'
5/2/01
2.0'
5/7/01
R'�
5/22/01
IIIIIIIII
6/13/01
�YY�//��J�
\ TH/2
�� OA #d
pe
0.
NNE
•
umRkRoy
TH/3+ '
Jill
�
RVPOSED
Tis 4 I
����.
TH 5+ BEDROOM
tt77 ++
Ri171Z7I
i
r"..
•
�.
DEPTH TO
GROUNDWATER
DATE
4.0'
5/2/01
2.0'
5/7/01
DRY
5/22/01
DRY
6/13/01
PREPTIC
SYSTE
i
PROBED \\
/ \
-------
---t-------------- ------ —•
�
I <
T+H, i
\ TH/2
TH/3+ '
'+
�
RVPOSED
Tis 4 I
'rn
TH 5+ BEDROOM
` =
i
♦
2
SANITE PLi
ALTERNATE SITE% I 10-100'
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
oNS�I
N� P vNSW.P��E
50��5
PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHES)
TEST RUN BETWEEN — FT. AND — FT.
PERFORMED BY ALASKA WATER k WASTEWATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS
IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -.Z
ALASKA N'E'ATER S WASTEWATER
CONSULTANTS, INC.
901 DEBWA ROAD, SWE 2B • • W + Y • AX: GO a6 • et..aoom
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: BROADVIEW SUBDIVISION; LOT 3, BLOCK 1, _
PERFORMED FOR: MICHAEL QUINN DATE: 5/2/2001
DEPT
(teat _ TEST HOLE 3
16 ' TO 20 '
1 OF ORGANICS
2
3
4
5
6
7
10
11
12
13
14
15
16
17
18
SOIL
GM/SM b: of
CLASSIFICATIONS
ORG
GW '===
W/ SOME ML f 7-4 -
GP
ML
I
GM
CL
BEDROCK
GC
OL
°• •°• a
SW
MH
'••'•
SP
CH
—
SM
OH
30 MIN.
SC
5-1/2'
DEPTH TO
GROUNDWATER
DATE
DRY
5/2/01
DRY
5701
DRY
5/22&30/01
DRY
6/13/01
PROP030
SEPnC
PROPOSM
WELL
WATER LEVEL
READING
NET DROP
(INCHES)
5/24/01 1
11:53
—
6'
—
2
12:23
30 MIN.
1/2'
i
3
TH 12
I
6'
—
4
12:53
30 MIN.
1/2'
5-1/2'
5
12:53
<s TM#3+
I
�
,�
KDROO I
1:23
THIS
S � 4 BEDRoou
\
5+ HOUSE
�y
2
ALTERNNTE SrtE / 1
I
SITE PLAN ,I
10-100, i
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/24/01 1
11:53
—
6'
—
2
12:23
30 MIN.
1/2'
5-1/2'
3
12:23
—
6'
—
4
12:53
30 MIN.
1/2'
5-1/2'
5
12:53
—
6'
—
6
1:23
30 MIN.
1/2'
5-1/2'
E1
19� PERCOLATION RATE 5.5 (MIN./INCH) PERC. HOLE DIA. — (INCHES)
20 TEST RUN BETWEEN 2.0 FT. AND 2.5 FT.
COMMENTS: PERC—HOLE WAS PRE—SOAKED FOR 4+ HOURS.
PERFORMED BY ALASKA WATER do WASTEWATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED
IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
5 30 01
DRY
6 13 01
ALASKA
N'E'ATER & WASTEWATER
$ y�p�
—
CONSULTANTS. INC.
••••
0 .. • O
awl
00504 • 90 1 • W b ak..e oom
1'
5'
SOIL Lou - PERCOLATION TEST
' Gamess.
LEGAL DESCRIPTION:
BROADVIEW SUBDIVISION; LOT 3, BLOCK 1,
e r�%'A.•
e `
QOo •• CE-7953
FO
PERFORMED FOR: MICHAEL QUINNDATE: 5/22/01
,:
Q �e^''•.,,• ,,.� cq�p
DE
(feet)
ORGANICS TEST HOLE 941D��0000��
4�DeIpPotesstov°
1 retic
S'
2
SOIL CLASSIFICATIONS
—
6"
GW --= ORG PROPOSED j PROPOSED
3
W/ SOME ML -7,Z - GP ML sy=m,/
" 1
30 MIN.
GMCL ----- --r------------. v —
4
GC OL
BEDROCK°, •°• o SW MH
H.O.H
5
••• •
'•
SM OH
TH/2 I
6
SC
,
0
7
r
DEPTH TO DATE TM13+
GROUNDWATER
i
_ —�
OO{
8
DRY 5 22 O1
\
1 TH/moi 4
TH 5+
HOUSE
DRY
g
�, ITER SrtE f I SITE PLAN
t\ 11 1'100'
10-
11—
12
13
14
15-
5161718
16-
17-
1 8
19
PERCOLATION RATE 6.0 (MIN./INCH) PERC. HOLE DIA. 6" (INCHES)
TEST RUN BETWEEN 2.5 FT. AND 3.0
FT.
20
COMMENTS:
PERC—HOLE WAS PRE—SOAKED FOR 4+ HOURS
PERFORMED
BY ALASKA WATER k WASTEWATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS AS PERFORMED
IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
5 30 01
DRY
6 13 01
11:54
—
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/24/01
1
11:54
—
6"
—
2
12:24
30 MIN.
1'
5'
3
12:24
—
6"
—
4
12:54
30 MIN.
1'
S'
5
12:54
—
6"
—
6
1:24
30 MIN.
1"
S"
ALASKA WATER & WASTEWATER
CONSULTANTS. INC.
LEGAL DESCRIPTION: BROADVIEW SUBDIVISION; LOT 3, BLOCK 1.
PERFORMED FOR: MICHAEL OUINN DATE: 5/22/01
DEM
(feet) any 12' TO 16' ITEST HOLE 5
1 =_ OF ORGANICS
7
8
9
10
11
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
DATE
DRY
5/22/01
GM/SM
SOIL CLASSIFICATIONS
GW
DRY
ORG
W/ SOME ML
TH12
�o iVit,BEDROCK
U������
CIL
.--
GCNNN
x
POSE I
•
TH1e
� 4 BEDROOM i
\ !r.tN
s+ / / HOUSE
�2
M
SW
!
SIT1'10E PL0'AN
-
MH•CH
ss��ts�SM�.de
•
sc
7
8
9
10
11
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
DATE
DRY
5/22/01
DRY
5/30/01
DRY
6/13/01
PROPOSED
SS'SSTTEM
PROPOSE
WELL
`\
TH12
- ,
.--
x
POSE I
TH1e
� 4 BEDROOM i
\ !r.tN
s+ / / HOUSE
�2
M
Ay
ALTERNATE SITE / I
/ 1
!
SIT1'10E PL0'AN
-
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
MEQ
19 PERCOLATION RATE _ (MIN./INCH) PERC. HOLE DIA. — (INCHES)
20 TEST RUN BETWEEN FT. AND FT.
COMMENTS:
PERFORMED BY ALASKA WATER do WASTEWATER I. JEFFREY A. GARNESS. CERTIFY THAT THIS VAS PERFORMED
IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Q IT IN
ALASKA NVATKR & WASTKNVATKR
CONSULTANTS. INC.
LEGAL DESCRIPTION: BROADVIEW SUBDIVISION; LOT 3, BLOCK 1,
PERFORMED FOR: MICHAEL OUINN DATE, 5/22/01
ORGANICS
(f 1 et REMOVED ITEST HOLE 6
7-
a-
9-
10-
11
891011
12
13
14-
15
16
17
18
19
20
COMMENTS:
DEPTH TO
GROUNDWATER
rSOIL
!GW
CLASSIFICATIONS
.-
===:
DRY
6 13 01
IIIIIIIIIML
0
THj2
r i
7271CL
X0
N�HH�
•
0MH
/3+FrO
BEDROCK:•.:.iEt
CH
_
:.
77
SM
OH
TH 5+ BEDR
SC
`
7-
a-
9-
10-
11
891011
12
13
14-
15
16
17
18
19
20
COMMENTS:
DEPTH TO
GROUNDWATER
DATE
2.5
5 22 01
2.3
5 30 01
DRY
6 13 01
PROPOSED
A{
PROPOSEDSEPnC
/ WELL
\\
THj2
/3+FrO
,
_
t TH/611'
`OOM,
\2
TH 5+ BEDR
`
AITERNATE %
SITE PLAN -
1
1--100'
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
0Mlf
K0 : c-
PERCOLATION RATE - (MIN./INCH) PERC. HOLE DIA. - (INCHES) I
TEST RUN BETWEEN - FT. AND - FT.
PERFORMED BY ALASKA WATER & WASTEWATER I, JEFFREY A. CARNESS, CERTIFY THAT THIS WAS OERFORMEDI
IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 0
6-27-02; 3:50PM;
JAL CT&E Environmental Services Inc.
;907 561 5301
CT&E ReLM
1023772001
All Datesrrimes are Alaska Standard Time
CBent Name
AK Water & Wastewater Consultants Inc.
Printed Date/Time
06/27/2002 10:39
ProjeetNamem
Broadview S/D
Collected DateMme
0624/2002 16:35
Client Sample ID
Lot 3 Block 1
Received Daterrime
06125/2002 13:40
Matrix
Drinking Water
Technical Director
Stephe Ede
Ordered By
1
PWSID
0
Released By
Sample Remarks:
Allowable
Prep Analysis
Panmcta
Results PQL
Units Medal Limits
fate Date Init
Waters Department
Nitrate -N
0.543 0.200
mg/L EPA 300.0 (<10)
06/25/02 JDT
Microbiology
Laboratory
Total Coliform
0
col/100mL SM16922211 (<1)
0625102 KAP
n
14
JAL Laboral
:907 581 5301 . e- 3
200 W. Potter Drive
Drinking Water Analysis Report for Total Coliform BacteriaTal:
l: (907) 6 2- 89618-7606
Tel: (907) 662.2343
READ INSTRUCTIONS ONREVERSESIDEBEFORECOLLECTINGSAMPLE Fax: (907) 561-5301
nV W ATFR SUPPLIER I TO BE COMPLETED BY LABORATORY
C3 PUBLIC WATERSYSTEMI.D.#
A PRIVATE WATER SYSTEM
O. Send Retina D Sendlnvolee .,
CUD= IIIIAMU--1
/14 ri"A
.« .«
DEBARK RD.. SL= 2B
r
D Send Results D Sendlnroke JAZ h'
VA
IT A
CONSR� S1ICfE 2B �••••
179'
M)
SAMPLE DATE:
Month Day Year
SAMPLE TYPE:
O Routine O Treated Water
o Repeat Sample (for routine sample PC Untreated Water
with lab ref. no. )
tl Special Purpose Time Collected
SnnAMP'L1E LOCATION { Collected By
17fD�d.JrcJ S�Qi �atT 1� -S (-4`
rl.r. N:e
A alysis shows this Water SAMPLE to be:
Satisfactory
O Unsatisfactory
O Sample over 30 hours old, results may
be unreliable
D Sample too long in transit; sample should
not be oveT3lVhours old at examination
to indicate reliable results. Please send
new sample via special delivery mail.
DateRecelved i?Oi
Time Received
Analysis Began `G
Analytical Method:. v MFilter
M0•MUG
• Number of c6lonies/l00 ml.
Lab Ref. No. Result' Analyst
=/A-
Sent
to A.D.6.C. Anch Fbks Jun ❑
Fazed
Date: Time:
Cliiee7nt notified of esulis-
Phoned Spoke with a:ed
Date: OVA
A Time:
BACTERIOLOGICAL WATER ANALYSIS RECORD
MMO-MUG Result: Total Coliform
E Coli
WInbraneFilter: DlrectCount n_ Colonles/100MI
Veriticalion: LTB r,GB COLIFIRM
Fecal Coliform Confirmation
Final Membrane Iter Results Coliform/too ml
Reported By Date 21 Time �bra
Comments:
TNTC- rN ft.~ To C"m
OB-Ora�Beenne
fQ1SGS Member of the SGS Group ISoe161dGdndraledoSurveillance)
FN\nnnNMCW&I FAMImFa IN AIACKA C.AIIFORNIA. FLORIDA. ILLINOIS. MARYLAND. MICHIGa!4, MISSOURI. NEW JERSEY, OHIO, WEST VIRGINIA
FROM : MICHAEL OUINN CONSTRUCTION PHONE NO. : 907 6944956 Jul. 03 2002 01:00PM P1
--
1'$ /s � yY�rtrf �/►' F
4 O Y
r� y
•p ' 0 ! �rJJ •
t, � • a
it u
0 •
t
.f/By� srf� Yo "f✓ rso r/
ASBUILT
SEWARD &
HEREBY CERTIFY THAT I HAVE SURVEYED THE
SCALE-
CA•%FI
FOLLOWING
OLLOWING DESCRIBED 'PROPERTY:
B•F4�9O1�/Er�/1G�/LG7
AND THAT NO ENCROACHMENTS EXIST EXCEPT AS
DATEt
����Z
INDICATED. IT IS THE RESPONSIBILITY OF THE
OWNER TO DETERMINE THE EXISTENCE OF ANY
GRID,
EASEMENTS, COVENANTS, OR RESTRICTIONS
•yw.rrl
WHICH DO NOT APPEAR ON THE RECORDED SUBDI-
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD
F�
ANY DATA HEREON BE USED FOR CONSTRUCTION
B9-6S/f
OFFENCE LINES, OR FOR ESTABLISHING BOUND-
GRAWNs
ARY LINES.
:PSE ur•.`: (,Qs�
b-.•. D.« Mut s.,...d . �S 1
*Ry,wT�
Municipality of Anchorage
On -Site Water & Wastewater Program
(907)343-7904
1V 4 RIP��,Edam.
i . l i;'r `1 g
4
CERTIFICATE OF ON-SITE SYSTEMS APPROV
�1
l
Ntl1}L;ltaE'uLAA��!�
Parcel I. D. 050-321-18 Expiration Date:
1. GENERAL INFORMATION
Complete legal description BROADVIEW BLOCK 1 LOT 3
Location (site address) 12341 MOUNTAIN ASH DRIVE *EAGLE RIVER AK 99577
Current Property owner(s) MIKE SWEELEY Day phone 357-2275
Mailing address 12341 MOUNTAIN ASH DRIVE *EAGLE RIVER AK 99577
Real Estate Agent RANEY HARDMAN Day phone 440-7257
2. TYPE OF DWELLING:
0 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS:
4
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
Individual On-site
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
WaiveoVariance request for. n/O
Cista—
nce:
Received by fi' Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 52�
Date of Payment q/A5 /`i
Receipt Number oly&Ia-6
COSA# 05C1 4.1 166
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seat affixed hereto and as of the validation date shown below, 1 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.
Phone 337-6179
Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK
99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Date
Engineer's Comments:
In conducting this evaluation, GEG, LID. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
obo`�p 0
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
life of all wells and
distances measured to readily identifiable features. The operational
local levels that may
septic systems depend on the soils condition, groundwater
fluctuate during the year, and the water usage of the family being served by the system.
; T
These conditions are outside the control of the evaluatorof 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
J
f ; y A.
orness;
operational requirements of the ADEC or MOA DSD. The content of this report is for
9CE 795
Q4
the sole benefit of the owner fisted 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.
9s T
Q�n .p �I . 4
6. DSD SIGNATURE
I/ System #1 Approved for bedrooms.
System #2 Approved for bedrooms.
Disapproved.
\`�ZY OF
A%
Conditional approval for bedrooms, with the following stipul�t�n�e
Z /lAl CITC
`.-J VIV-VIII
WASTEWATER
By b' Original Certificate Date: S 5 1
The Municipality or Anchors Devefop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the represenatations 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. ATTCHMENTS:
COSA Checklist Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
1pa l+msl
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: BROADVIEW; BLOCK 1, LOT 3 Parcel ID: 050-321-18
A. WELL DATA *CASED TO BEDROCK **LOCATED IN WELL PIT (PREVIOUSLY APPROVED)
Well type PRIVATE If A, B, or C provide PWSID# N A Well Log (YIN) YES
Date completed 8/15/01 Sanitary seal (YIN) YES Wires properly protected (YIN) YES
Total depth 400 ft. Cased to *2033 ft. Casing height (above ground) ** in.
FROM WELL LOG
Date of test 8/15/01
Static water level 30 ft.
Well production 1.1 g.p.m.
WATER SAMPLE RESULTS:
Coliform C) colonies/100 ml.
Arsenic:,Q ug./L.
B. SEPTIC/HOLDING TANK DATA
NitrateJlt (-mg./L.
Date of sample: 4/7/14
Tank Type/Material STEP/slttL
Tank size 1500 gal. Number of Compartments 2
Foundation cleanout (YIN) YES Depression over tank (YIN) NO
AT INSPECTION
4/4/14
1.3 g.p.m.
Collected by: GEG. Ltd.
Date installed 8/28-9/4/01
Cleanouts(YIN) YES
High water alarm (YIN) YES
Date of pumping Sic L-1-T±4-cltumper Mutn:kcnr..nrr. / tU-ecrr�n+
C. ABSORPTION FIELD DATA *BELOW EXISTING GRADEJ QUANICS AEROCELL SYSTEM
Date installed 8/28-9/4/01 Soil rating (g.p.d./ft`or /bdrm 4.0 System type SHALLOW TRENCH
Length 30 ft. Width 5 ft. Gravel below pipe 0.53 ft,
Total depth *4.68 ft. Eff. absorption area1 EO ft2 Monitoring tube YES Depression over field NO
Date of adequacy test 4/4/14 Results (Pass/Fail) PASS For 4 bedrooms
Fluid depth in absorption field before test 0 in. Water added 762 gal. New depth —0in.
Elapsed Time: o min. Final fluid depth E in. Absorption rate >= 600+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE If yes, give date
D. LIFT STATION
Date installed8/28-9/4/01 Size in gallons 1500 Manhole/Access (Y/N)
YES
"Pump on" level at TIMER in. "Pump off' level atTIMER in. High water alarm level at 46
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 100'+ On adjacent lots 100'+
Absorption field on lot 100'+ 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
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:
Property line 10'+ Building foundation 10'+ Water main N/A
Water service line 10'+ Surfacewater 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.
Engineer's Printed Name JEFFREY A. GARNESS
Date
(Rev. 11105)
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCHORAGE
AND �/jf/p
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as
of this
9— Day of_ of 20a, by and between
herein the "OWNER,"and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(A W WTS)}, described as
( LaniL Ac o(z 1
located at (legal description).
2. Definitions.
Alteration. Any change to the design or function of an A W WTS that
includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design.
Certificate of On -Site Systems Approval (COSA). An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with Anchorage
Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included
in the original design which would allow the AWWTS to continue to
perform as designed.
Permit. An On -Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The tern of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AWWTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations, Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AWWTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement. the Owner shall
maintain their AWWTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AWWTS
service and maintenance provider approved by the municipality and the
manufacturer of the A W WTS for the entire term of the A W WTS. to addition, it
shall be the responsibility of the Owner during the term of this Maintenance and
Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay
for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement
costs, and (5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules
and orders for the AW WTS.
C. Upon request by the Municipality, the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor, the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance, repairs or
pennitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
H. Owner agrees that the AW WTS installation and maintenance requirements as
provided by the AWWTS vendor/installer and approved by the Municipality are
the governing guidelines for the construction, maintenance and repair of the
Owner's AW WTS.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereof.
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement, the only authorized representatives of the parties
are:
a. Owner: r, z_4� _
b. Municipality: Director Community Development 4sivated authority
C. Any attempt to amend, modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.
8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance
and Repair Agreement shall be brought in the Superior Court for the Third Judicial
District of the State of Alaska at Anchorage. The laws of the State of Alaska shall
govern the rights and obligations of the parties under this Maintenance and Repair
Agreement.
9. Severability. Any provisions of this Maintenance and Repair Agreement decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining
provisions of the Maintenance and Repair Agreement.
OWNER:
Z
S"t A IC "r nLIA3N�
) ss.
THIRD JUDICIAL DISTRICT j
Date:
The foregoing instrument was acknowledged before me this 0�- day of �SP�
2011, by JvA
gNOA BI. OALASKA ; Kor�A:ission ex it lokb ! —
L39�t%BLIGehS
•���� s•' .F OF
oh
MUNICIPALITY:
La
Date:
name) Title:
Municipality of Anchorage
•� Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 SouthSt.
P.O. Box 196650 Anchorage,
AK 99519-6650
www 7ge.ak.us
(90)343-7904
49!** 'A.
S�
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcell.D. 050-321-18 HAA# 4&-,;03o%
1. GENERAL INFORMATION Expiration Date: /O O— O �_
Complete legal description LOT 3. BLOCK 1: BROADVIEW SUBDIVISION
Location (site address or directions) 12341 MOUNTAIN ASH DRIVE * EAGLE RIVER, AK 99577
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
MICHAEL QUINN CONSTRUCTION
Dayphone 694-4955
P.O. BOX 772641 * EAGLE RIVER, AK 99577
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
Day phone
Day phone
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
Individual On-site
S
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
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 4 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 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.
Note: Alaska Water and Wastewater Consultants, Inc. shalt be paid S 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 forthis 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 ofAnchorage 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 ALASKA WATER & WASTEWATER CONSULTANTS. INC. Phone
Address 6901 DEBARR ROAD, SUITE 2B • ANCHORAGE, AK 99504
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, AKW WC, Inc. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines d 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 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. 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 party is not authorized, nor will it confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for 4 bedrooms.
Disapproved.
337-6179
Date .-
Conditional approval for bedrooms, with the flowing stipulations:
Attachments:
HAA Checklist Manitenance Agreements
Septic System Advisory Supplemental Engineer's Reort
Well Flow Advisory Other
By: i �L/ �� Original Certificate Date:
(Rw. 1291)
Municipality of Anchorage
•�
Development Services Department =__ ,
Building Safety Division Jam'
On -Site Water 8 Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: LOT 3, BLOCK 1; BROADVIEW SUBDMSION Parcel ID: 050-321-18
A. WELL DATA
*PIT SEE ATTACHED PHOTOS
Well type PRNATE If A. B, or C provide PWSID# N/A
Date completed 8/15/2001 Sanitary seal (YIN) YES
Total depth 400 ft. Cased to 20.3 ft.
FROM WELL LOG
Date of test 8/15/2001
Static water level 30 ft.
Well production 1.1 —
g -p.m -
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 ml. Nitrate 0.543 mg -IL.
Well Log (YIN) YES
Wires properly protected (YIN) YES
Casing height (above ground) • in.
AT INSPECTION
ft.
—
g -p.m -
Other bacteria 0 colonies/100 ml.
Arsenic: N/A mg./L. Date of sample: 6/24/2002 Collected by: AKWWC, INC.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material S.T.E.P./STEEL Date Installed 8/28/01-9/4/01
Tank size 1500 gal. Number of Compartments 2
Foundation cleanout (YIN) YES Depression over tank (YIN) NO
Date of pumping NEW
Cleanouts (YIN) YES
High water alarm (YIN) YES
C. ABSORPTION FIELD DATA 'THIS IS A LINED INTERMITTENT SAND FILTER (ISF) SYSTEM
DEPTH TO TOP OF SAND FROM FINAL GRADE
Date installed 8/28-914/01 Soil rating Ep>r 0bdrm) 4_0 System type 'SHALLOW TRENCH
Length 30 ft. Width 5 A. Gravel below pipe 0.53 ft,
Total depth 003.4-4.3 ft. Eff. absorption area 150 ft' Monitoring tube YES Depression over field NO
Date of adequacy test NEW Results (Pass/Fail) — For 4 bedrooms
Fluid depth in absorption field before test = in. Water added =gal. New depth =in.
Elapsed Time: = min. Final fluid depth = in. Absorption rate >_ — g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN 8 type) — If yes, give date
D. LIFT STATION
Date Installed 8/28-9/4/01 Size in gallons 1500 Manhole/Access (YIN) YES
'Pump on' level at MMER in. 'Pump off" level at nMER in. High water alarm level at 46 in.
Datum' BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? YES
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot
1000+
Absorption field on lot
100'+
Public sewer main
N/A
Sewer /septic service line
25'+
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/cleanout N/A
Holding tank N/A
SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 50+ Absorption field 5'+
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 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 HAA guidelines in effect on this date.
Engineer's Print d/N_ame JEFFREY A. GARNESS
Date ', b/ , Z
HAA Fee $
375+150
Date of Payment 7-5-02—
Receipt
-J—OZReceipt Number
(Rev. 12101)
Waiver Fee $
Date of Payment
Receipt Number
FROM : MICHAEL t1URV CD STRUCTION PrO E NO. : 907 6944956 Jul. 17 2602 05:46PM P3
111
11 r
10319 Colville A.
EAGLr WVEK AK, 99577
licroso $ 1310
rha 6964904 Cd w 22-1-63(9
)-tel aevVUazguLw
ToNichael Quinn Constr.
PO Box 772641
Eagle River AK 99577
Date :7-14-02
Ref Iot3l,Block 1,BV
Permit:
This is to certify that on site sewer lift station at above mentioned
Property has been wired in accordance with the standards of the National
Electrical Code and manufacriues specification.
Systems were checked and performed as specified in the systems
manual.
Clint Walker