HomeMy WebLinkAboutPARADISE VALLEY BLK 4 LT 9Paradise Valley
Block 4
Lot 9
#020-411-17
Municipality of Anchorage
Development Services Department r
Building Safety Division €
,•`€.E
On-Site Water & Wastewater Program, 4700 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: SW070140 PID Number. 020-411-17
Nome:
MATT MOROOKIAN
Wastewater System: ■ New ❑ Upgrade
Address:
7401 FLORENCE CICRLE w ANCHORAGE, AK 99507
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 223-9398 3
■ Deep Trench CiShallow Trench 0 Bed a Mound Gather
LEGAL DESCRIPTION
Rating: 0.8
tors Wpm tam ape 7 92
Gp/se
FL MAX n
Block: Lot: Subdivision:
4 9 PARADISE VALLEY
Depth to pipe bosom, trots anginal prop:
SEE DWG.
arwd d,pih ben.am pipe
5.04
In.
In,
Township: — Range: _ Section:
ni odded above original pod,:
GM Mnpth:
_
SEE DWG.
n. 81 n
WELL: ■ New ❑ Upgrade
Grew .idle:
4.5
M.nber a Ones:
1
D. ana. W. Ines:
_
rt.
r<
Cb„ificatwn (privot,• A•e,c :
Tad Wpm:
Cod To:
iota absorption arid:
pipe met,rtat:
PRIVATE
94 n.
94 n.
816 so. F,
D 3034/ F-810
01AM .
HEFTY DRILLING
Dat. 1161w;Stobc
9/642007
wrier L":
57
Inst~
RED DOG
Dote Imtawd:
8/3-17/2007
rt.
11,M:
Pump Set At:
coming Height Abo Gr d:
15 apt,
82.5 R
2 n
TANK
SEPARATION
DISTANCES
■Septic ❑Holding ❑S.T.E.P. ❑others
7o
Septic
Absorption
Lift
Holding
FWPrMt,
Nar.dact~
Cop dy In pakn:
From
Tank
Field
Station
Tonk
5nr« (>.,..
ANCHORAGE TANK
1000
well
100'+
100+
—
—
25�+
.tend. STEEL
Numb,: of cwp't W-
2
Surface water
100'+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
10.+
—
—
—
In ql `
N'"dOCb""`
="h
Foundation
5�+
10�t
—
—
_
an M..I ot:
ump dl ol:
.t. aiamt o[
Curtain DrainNONE
KNOWN
Fo N°Ii, e1'
D,cbkal Nsp..Uk w W rm,d by.
Remarks:
BENCH MARK
tacatwn and Descdpt :
TOP OF FOUNDATION CORNER ® POINT "C"
M,wned El,volion:
105.99
r<
Inspections performed b GEG Ltd. ,.,
P P Y� •�- Dates: 1st., 8/3/2007
ENGINEER'S
2nd 8/3/2007.
o<
3rd 18/17/2007
Development Services Department Approval
p T 0
p.........
.. ......
Conditional approval: Date: Q.....•.J
0
i
f .Gar ss:'•�
Q CE— O
O��
�-j•--
Reviewed and approved by: �� l lL�, �M/I Date}D-O
`o
'prPt� I Stogy
(R«. a/oe)
Q rofesslo°oma
0440000c
PERMIT NUMBER:
SW070140
AS -BUILT DRAWING
PARCEL ID NUMBER:
020-411-17
ST 1
30.31
23.41
40.05
ST2
36.11
23.27
38.09
\
39.20
23.79
37.39
DBL2
40.53
"7
37.16
C01
22.92
41.80
59.83
MT1 124.40
41.52-159.42
CO2 176.14
53.85
56.34
MT2 174.36
152.20
155.00
LOT 8, BLOCK ♦,
PARADISE VALLEY
S/D
\
NNEW 3
E 1000 TANK--\
ON \ A BE ROOM
SEPTIC x HOUSE
N\FATs
C
ST 1
30.31
23.41
40.05
ST2
36.11
23.27
38.09
DBL1
39.20
23.79
37.39
DBL2
40.53
24.13
37.16
C01
22.92
41.80
59.83
MT1 124.40
41.52-159.42
CO2 176.14
53.85
56.34
MT2 174.36
152.20
155.00
1111 1 \ B /
TH/I \\\p0p0� C
\ TH/2 \\
NEW
wD1U5
100 WE11• �
\
\
\ LOT 10, BLOCK ♦,
PARADISE VALLEY
\ S/D
GARNESS ENGINEERING GROUP, Ltd. O LG
CONSULTANTS d GENERAL CONTRACTORS-- -
]f01 C TI0011 IAO, fort 101 • MIMVK Gt M Nwl . 1IgK (007)3"l lT • FM (W7)1U " • �u9R ....,snwpwnymn
PREPARED FOR: PHONENUMBER: PAGE NUMBER:
MATT MAROOKIAN 223-9398 2 OF 3 n.
LECAL DESCRIPTION:
PARADISE VALLEY
TYPE OF WORK:
AS—BUILT
LOT 9. BLOCK 4,
K.D.M.
9/24/2007
im�
PERMrrNUMBER: AS DRAWING PARCEL 10 NUMBER;
SW0
SW070140 020-411-17
FINAL GRADE = 103.16+
ST1 ST2
TOP OF TANK /TOP OF TANK
AT INLET 99.08 / AT OUTLET = 99.05
INVERT OF BUNG
AT INLET = 98.45
FINAL GRADE — 100.79-100.80
NEW 1000 GALLON I I
SEPTIC TANK INVERT OF BUNG
AT OUTLET = 98.25
GRADE — 98.84-99.92
FILTER FABRIC
OF PIPE a 97.04
BOTTOM OF TRENCH - 92.0
RELATIVE ELEVATION OF
BOTTOM OF TEST HOLE
IS 84.84 (NO H20)
GARNESS ENGINEERING GROUP, Ltd.
- f -v--• CONSULTANTS 6 GENERAL CONTRACTORS
Ml a noa r A a 101 • � r w 7 • n (per -ono • rM fw�.w-atw . �.....w�.�stiw.�.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
MATT MAROOKIAN 223-9398 3 OF 3
LEGAL DESCRIPTION: DRAWN BY;
PARADISE VALLEY; LOT 9. BLOCK 4 P.N.B
TYPE OF WORK: DATE:
PROFILE DRAWING 1/20/Of
!4114
4 •
.. . . . ... ...... ........
10 fr A. Or ess:'
&
��i 7953 ,: :'
04 �e '•1.��./•I�•'• cq�0
\40Md.Prof., i0��\oo/
JAN -15-2008 01:23P FROM: 70:3383246 P,2
Pump Installation Log w�U=TMWf� A?4 A-,
vAq
NAM A re 'A
ADM CPO= OATS 13 jOr7
CAssla
a iN PitkssAdapter MannfaetureesName: CM(x��
iPitten Adapter Iastaiier.
PUMP TA/E� S�'�'"S'eii�
UMCE Co
or Fo'S
7 aom /u SQt%o7-
M_
ISOnM.R PurO
tame TAE- True
€ ' VoeEr1 Un[:
I11 CUMMOCAU Wb .-L/! �_0y
IAnOeV.
' WARN TAMC Tree M-eo
sw LyA- lap, 4.N Gal-
„
Qll G91rR Sra _ �� Trpe
y,
eAsla Mp& s..e 0 TO
' wum $TRUCa11G Tree ii%%L►1 Gh
I
rho" Te
f1PEl1 MOI& rM
COLSOMM
well was disinfected upon completion.
method: calcium hypochlorite.
`
6
6 `�'e l'if l is:,l Inc
_ 11=, p,. •i• It,r '�yt: 1i.7 'i�71%jl.i �� i1'e i�r
Drt(tittg, Inc. well Lo
lvaatl•'{lrt(t :,i'!: 7!Q WN4 Ti,sjip SrR1.f1
r �: Fu�rSl;.r �a,•; .'•-.l.S-05y3 Drilling Started: 906 r N7cvn ltt�d:
p Q9: 06 !2007
Subdivision: BL(X'I: I Ltn Prupetyoaaertt:tine& Add,c,,:Matthew&Judy MOrOOkial
'aradise Valley 4 9 1 7401 Florence Dr. Site: Romania Dr.
Meridian Tounship
Ranee
Section !14 of _tt/4 of %a of % --
BOREHOLE DATA(from top of CaSing) Depth
Material; Typc. Color & wotness from To
_ _
Drilling method: (X ) Air rotary. 1 ) Cable tool. Other
Wcll ttsc• ( )1 ublic su ly,
' PP (X) Dontcstic. Other ---
stickup
O
2
Depth of hole: _ 4 N, Casing stickup: 2 ft
Casing t)pc;Steel_ _ Thickness: -.250 inches
t� pp &
sift gravel
2
60
STJ
,�
mdW
CasYRKier=6 _ inches Casing depth:_ `94 ft
Lina type: - Diameter. _inches Mpth: - N
wet sift 8 gravel
60
Static water (from top of Casing): 57 N on 09 ° Q6;�007
Pumping Icvel b yield: feet atter _. _. hours at_ gpm
Recovery rat`' 15 EPrtt Method oftcsting: airlift
Development method: airlift Duntion: 1 hour
silt & gravel 62
wet gravel
80
83
Well intake opening type: (X ) Open end. ( ) Open We. Omer
_
Screened: Start: ft. Sapper _- ft
gravel w/ H2O
8394
-
Scan type . _ slot -men size: -
Perforated: Start: ft. Stopped: - N
—
Stan: - 11. Stopped: ft
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Section
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
Note: _._.
trout we: _.pM()0rte Volume
Depth; from groUnd SUrface . to
--— - ft
Pump intake depth: __ _—•- ft
Pump size:. hp. Brand name:
Was well disinfected upon completion'! (X) Yes. ( ) No
Method of disinfcmion:C.alcium Hy=hkxite (Chlorine)
DrillerconancmV disclaimers:.__....._. ...........
.................... -... ................................................ _.............. _......
....... _ ................... `-------
Well driller erne:
Company name:._
Alailing addrewc.-
cny: Anchor,
Phone number: 1
Drillcn: sigmturc:
_ _State: 1�K Zip 99516
345 - 0593 faX3454700
4ttention: Property owner shall provide a well log to the
:)SD within 60 cloys of well completion.
Permit Number. SWO70140
Date oflssuc: �lrtl /1<17
Parcel Idcmificaoon Number _Q2Q - 411 -17
Is wrll located at approved permit kx.•tti,m" ( X) Ye, or ( ) No
MUNICIPALITYOFANCHORAGE 1
DevelopmentServices Department
On -Site
WWataterr8 Wastewater Program
4700 South Bragaw Street O
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SW070140
Legal Description: PARADISE VALLEY BLOCK 4 LOT 9
Design Engineer: 0855 GARNESS ENGINEERING GROUF
Owner Name: JUDY MOROOKIAN & MATT MATTHEA
Owner Address: 7401 FLORENCE DRIVE
ANCHORAGE. AK 99507 -
Date Issued: Jul 03, 2007
Expiration Date: Jul 02, 2008
Parcel ID: 020-411-17
Site Address: NHN ROMANIA DRIVE
Lot Size: 22553 SO. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of.
Q Disposal Field Q Septic Tank ❑ Holding Tank❑ Privy ❑Private Well E] 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.
Date: 24o
Issued By.
Date: Z
Municipality of Anchorage vi
Development Services Department
�\C 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. 1- �
HEWS Day phone
Property owner(s) JUDY MOROOKIAN &MATT MATT907-276-1021
Mailing address 4
Zip Code ooan7
Site address
Legal description (Sub'd, Block & Lot)
PARADISE �r.°1 I �' �UBDI�"SION.�OT 9. BLOCK 4
Legal description (Township, Section & Range)
Lot Size otA, 5753 Sq.FL
THIS APPLICATION IS FOR (gall that apply):
Absorption Field
19
Septic Tank
i]
Holding Tank
❑
Privy
Private Well
❑
Water Storage
Number of Bedrooms
THIS APPLICATION IS AN:
Initial
❑
Upgrade
❑
Renewal
certify that the above information is correct. I further this codestion is being made for a
Single Family Dwelling and is in accordance with applicable Muni
GARNESS ENGINEERING GROUP Ltd.
Permit/Rush Feest;i
Waiver Fees:
c 0 %-%tate of Payment:
Date of Payment:I.t
Receipt Number:
f7 I q�7 LL eceipt Number:
(Rev. 11/05)
GARNESS ENGINEERING GROUP, Ltd.
-•n CONSULTANTS & GENERAL CONTRACTORS
June 25, 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
Ret: Proposed Septic Installation for Paradise Valley subdivision; Lot 9, Block 4,
To whom it may concern:
to
The proposed 3 bedroom house is to be served in a private well and septic system. We are proposing re
install a new 1000 gallon septic tank and a single deep trench type drainfield. Two test holes were
excavated on the property. The drainfield will be designed around the 30 foot radius of these test holes.
Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE RATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography below the
drainfield is a 10-20 percent slope running approximately northeast to southwest. Approximately 40 feet
down hill from the proposed drainfield the topography transitions to a slope of 20% to 33%. As can be
seen on the profile drawing that 2 feet above the lateral at a 25% slope, it will be approximately 60 feet
before water would daylight out.
ould have on adjacent wel
Ifeare unaware of any adverse impacts t
you have any questions, , please contact us at 337-6179. his installation Thanyou for your ass stancer septic systems.
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) 338-3246' Websitc: www.garnessenginecring.com
I
1
LOT 39, BLOCK 4. 1
PARADISE VALLEY S/D 1
1
I
_J
'I
1
1
LOT38
BLOCK
PARADISE VALLEY S/D \\ \'
'1
I
I
1
1
1
LOT 371 BLOCK 4,
PARADISE VALLEY S/D
LOT 8. BLOCK 4. I
PARADISE VALLEY S/D
100' WELL RADIUS
LOT 7, BLOCK 4
PARADISE VALLEY S/D
WELL RADIUS'1
1100
i
i
i\
\RP OPOSE
\ SEPTIC
\ LOT 8. SYSTEM
PLARADISE \[/
VALLEY S/D TM,1(1`
\ ^^^1111
�\ \\ TH/2
j
LOT 36. HLMK •. \\ \
PARADISE VALLEY S/D
SC
LOT 35,
� /D
\ I LOT 2. BLOCK 5.
\ PARADISE VALLEY S/D
LOT 13. BLOCK 5.
PARADISE VALLEY S/D
I
/ r.PETIAC--
/
LOT 12. BLOCK 5. \
PARADISE VALLEY S/D �9' �cs—ipnC
\ /wry
1nA
LOT 11, BLOCK 5.
PARADISE VALLEY IS/D
i
ORWAY g�ZIVE
1 BEDROOM HOL15L�
/�p1u5
�J I
1
LOT \10. BLOCK 4, I
PARADISE VALLEY S/D
SEI
CPTIC f J
\ ARS�D I
\\ 1 1
\ 1
I \ \\ \\ I 1
1 I LOT 11, BLOCK 4,
I 1 PARADISE VALLEY S/D
1 /
/ `VACANT
\' LOT 20, BLOCK 4,
PARADISE VALLEY S/D
uuss \\ \\ 1 1
\ \ 1 1 LOT 21A. BLOCK 4,
\I ' PARADISE VALLEY S/D
LOT 16. V� �\ LOT 34, BLOCK 4, \
BLOCK 9. '9 \ PARADISE VALLEY S/D
PARADISE VALLEY
VACANT
LOT 17, BLOCK 9. LOT 33, BLOCK 4, \
PARADISE VALLEY S/D \` / // PARADISE VALLEY S/D
GARNESS ENGINEERING GROUP, Ltd.
_ .. ..n. CONSULTANTS b GENERAL CONTRACTORS
rol C TAM IIO,D. gA[f01 M2MOMG[. M( N501 NR'L 1),Lll�1)r flJt �]N-]tY wISIR w.
PREPARED FOR:F 2
JF 2
UDY MOROOKIAN PHONE NUMBER:
PAGE NUMBER:
do MATT MATTHEWS 907-276-1021 DpRAWN BY:
LEGAL DESCRIPTION: K.D.M.
PARADISE VALLEY SUBDIVISION, LOT 9, BLOCK 4,
DATE:
OF WORK:
ROPOSED SEPTIC SYSTEM
(Rw. 01M)
Iy A,, ess'
E-7953
4UMBEROF BEDROOMS:
GALLONS PER DAY (CPD): 430
GALLON
,?•-' i`,
\
PERCOLATION RATE/S: 10 MIN./INCH
'' • ` ' ' _
PROPOSED APPLICATION RATE: 0.8
MINIMUM DRAINFIELD SO.FT.: 563
Vit.•::`: �•,
—
I
DR INFIELD DESIGN:
LWIMUM DEPTH:$ FEET
I
WIDTH: 2.5 FEET
I � LOT 8, BLOCK 4.
LENGTH:60 FEET
M.OA. APPROVED SAND FILTER: N/A
I J PARApIS�D ALLEY
EFFECTIVE:5 FEET
REDUCTION FACTOR: N/A
I.
Y
ACTUAL SO—Fr—'6O0
/ I INSTALL FOUNDATION
CLEANOUT
/
SAREA \
/`
;
LETTER CEG. L THAT PERTAINS TO THIS DESIGN.
�\
TO OBTAIN A COPY OF THE LETTER
AR
CONTACT
WITH THIS INSTALLATION. THEGENGINEER.
WELL DRILLER. CONTRACTOR AND
\
\
PROPERTY OWNER AGREE THAT THEY
READ THESE SPECIFICATIONS AND
`01.
PROPOSED
BEDORSOOM3
HAVE
.___- rw TUF TFRMS AND
\ HOUSE
O \
Al� I
THJI i
I
TH/2 \\ \\
104 I V\ .n. un
SEPTIC
SS4
M101'
NOIt: IFit LlJlvlrv.v. .. \ \
HAVE THE NORTHWEST PROPERTY
_INE AND ALL WELL RADII FLAGGED \
BY APRIOR ISTORED LAND CONSTRUCTION.OR \ \`
\, PROPOSED 1000
GALLON SEPTIC TANK
INSTALL DOUBLE LOT 10. BLOCK 4.
CLEANOUTS \ PARADISE VALLEY
\ S/D
GARNESS ENGINE'E'RING GROUP, Ltd.
.. .
_ _ .....: CONSULTANTS b GENERAL CONTRACTORS(IO�
I "w
�q0^
:'.-..:.1 1 M301 ACM[ u) -IIA I/M (Mn}M'u
M,i G TICM Ib.'C. >M[ � Nip' PAGE NUMBER:
PREPARED FOR: ,JUDY MOROOKIAN PHONE NUMBER:
do MATT MATTHEWS 907-276-1021 2 OF 2
PRAWN BY:
LEGAL DESCRIPTION: K.D.M
PARADISE VALLEY SUBDIVISION: BLOCK 4. LOT 9 DATE:
TYPE OF WORK: 621 �2I
PROPOSED SEPTIC SYSTEM DESIGN
CSEPTIC
♦ RW
I
ey A.Geinessr
C 79 3 :'\apc
° � •'�q� 2 Z��F,o°jo
W
W
N
\ N
CD
C\
N
0
FA
. ..............
DRAWN BY: .' O, .. . ........
/2007 K.D.M } ' Jtry Gar ess:
scR'PT'°": GARNCSS ENGINGGRING GROUP, Ltd. �Qp� bE�2 9.0� �oA4p;6
)ISE VALLEY SUBDIVISION, LOT 9, BLOCK 4 °ONSULTAN15 iGEMERALCO4TFACTOF3 �e o
WORK: m. c wua+ m �[ ,m. roa+.a- w ,mm wor (sn an-wn.� Ibn sr nr . m� •••�"^^""<�" �4O4p��QOOao
;N OF SEPTIC SYSTEM UPGRADE PAGE:
PHONE NUMBER: 1 OF
FOR: 1
MOROOKIAN & MATT MATTHEWS 276-1021
GARNESS ENGINEERING GROUP, Ltd.
..___. CONSULTANTS E GENERAL CONTRACTORS —�---�•-
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: FAKAUIsL VALLLT JUOUIVIJlu", Lv- Wo oLV��
PERFORMED FOR: MICHAEL & NANCY DAVIDSON DATI
DEPTH____
(feet) ORGANIC TEST HOLE 1
1 LOAM
2
3
4
5
6111 SM TO GM
w/SOME
7 COBBLES AND
LARGE
BOULDORS
9
10
11
12
13
14
15
16
17
18
Y9
iLiL•l
I -t
3/9/2007
DRY
•�
\
� I
111111111
—
IItIIIWI
OLD
vzzzi
TESTHOLE / \\
KOM*
3
NNIR
—
VALLEY S/D
I
4
TH11 I
30
16\05
TH%2
_
5
4:20
—
6'
LOT 10, BLOCK 4,
6
PARADISE VALLEY S/D
30
3"
DEPTH TO
GROUNDWATER
DATE
DRY
3/9/2007
DRY
3/15/2007
\
� I
6"
—
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
/ I
\
/ I
\
� I
6"
—
2
OLD
LOT 8,
TESTHOLE / \\
BLOCK 4,
3
PARADISE
—
VALLEY S/D
I
4
TH11 I
30
16\05
TH%2
3'
5
4:20
—
6'
LOT 10, BLOCK 4,
6
PARADISE VALLEY S/D
30
3"
3'
SCALE:
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3/9/2007 1
3:20
—
6"
—
2
3:50
30
2"
4'
3
3:50
—
6-
—
4
4:20
30
3'
3'
5
4:20
—
6'
—
6
4:50
30
3"
3'
19� PERCOLATION RATE 10 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4 FT. AND 5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS
COMMENTS:
PERFORMED BY CEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 21
o� F o 00
GARNLSS ENGINEERING GROUP, Ltd. y*Opp
.;,....,,:.�_.. �...«�.. CONSULTANTS d. GENERAL CONTRACTORS
7701 L A°N, i5iiz 1°1 • wro ia::Ak —,;, • n . (W7)337-0179 • w W7 .e • rcevrc: .sn....,yh..Mca.,, ,� • • • • • • • D
SOIL LOG - PERCOLATION TEST ... ... ........... 0
LEGAL DESCRIPTION: PARADISE VALLEY SUBDMSION, LOT 9, BLOCK 4, ,J f r y A. rness.:
CE -7953 ap
PERFORMED FOR: MICHAEL & NANCY DAVIDSON DATE: 3/8/2007
�� '••%�211p�' °40��
e �
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LARGE GROUNDWATER
BOULDORS DRY 3/9/2007 LOT 10. BLOCK 4,
B PARADISE VALLEY S/D
DRY 3/15/2007 j�j
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10
CLOCK NET TIME WATER LEVEL NET DROP
11 DATE READING TIME (MINUTES) READING (INCHES)
3/9/2007 1 3:20 — 6" —
12 2 3:50 30 2" 4"
13 3 3:50 — 6" —
4 4:20 30 3" 3"
14 B.O.Hfl . 5 4:20 — 6" —
15 6 4:50 30 3" 3"
16
17
18
PERCOLATION RATE 10 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 4 FT. AND 5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS
COMMENTS:
PERFORMED BY CEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 27
COSA Checklist
Legal Description: PARADISE VALLEY BLOCK 4, LOT 9 Parcel ID: 020-411-17
If more than 1 septic system on lot: COSA Checklist #
of
Structure served by this system
A. WELL DATA
Well log is filed with Onsite (or attached)
Date drilled 9/6/2007
Total depth 94 ft
Cased to 94 ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) 18 in.
Date of flow test for COSA 8/25/2020
Static water level at beginning of test 60 ft.
Well production at time of test 4.8 gpm
Water storage tank volume NA gallons
Well disinfected for coliform test? Yes No
Coliform bacteria is Negative
Nitrate 17.3 / 16.2 mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by
Date of Sample 8/25/2020 & 9/23/20
Comments __________________________________________________________________________________
B. TANK DATA
Age of tank(s) 13 years
Tank type/material SEPTIC / STEEL
Measured operating fluid level in septic tank 48”
Standpipes/foundation cleanout per record drawing
Date of pumping 8/25/2020
C. LIFT STATION
Required maintenance completed
Age of lift station years
Lift station material
Comments:
D. ABSORPTION FIELD DATA
Which system tested (date installed) 8/2007
ALL standpipes present per record drawing
Total measured depth from grade 8.8 ft (max)
Measured depth to pipe invert from grade 3.8 ft (min)
N/A – pressurized field
Monitor tubes go to bottom of effective. If not, state
depth into effective
Code-required soil cover over field
System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced gallons
Adequacy test date 8/25/2020
Results Pass For 3 bedrooms
Fluid depth prior to test 22 in
Water added 560 gal
New depth 30 in
Elapsed time 1320 min
Final fluid depth 22 in
Absorption rate 450 gpd
Any rejuvenation treatment (past 12 months) N
If yes, enter date
Comments/Deficiencies:
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100’
Yes if No
ft
Neighboring Tank > 100’ Yes if No
ft
Absorption Field on Lot > 100’ Yes if No
ft
Neighboring Absorption Fields > 100’
Yes if No
ft
Community Sewer Main > 75’ Yes if No
ft
Community Sewer Manhole/Cleanout > 100’
Yes if No
ft
Private Sewer/Septic Line > 25’ Yes if No
ft
Holding Tank > 100’ Yes if No
ft
Animal Containment > 50’ Yes if No
ft
Manure/Animal Excreta Storage > 100’
Yes if No
ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10’ Yes if No ft
Property Line > 5’ Yes if No
ft
Absorption Field > 5’ Yes if No
ft
Water Main > 10’ Yes if No
ft
Water Service Line > 10’ Yes if No
ft
Surface Water > 100’ Yes if No
ft
Wells on Adjacent Lots:
Private Wells > 100’ Yes if No
ft
Community Wells > 200’ Yes if No
ft
If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10’ Yes if No
ft
Property Line > 10’ Yes if No ft
Water Main > 10’ Yes if No
ft
Water Service Line > 10’ Yes if No
ft
Surface Water > 100’ Yes if No
ft
If absorption field is under driveway comment below
Wells on Adjacent Lots:
Private Wells > 100’ Yes if No ft
Community Wells > 200’ Yes if No
F. ENGINEER’S 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.
10/1/2020
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT 907‐343‐7904
On‐Site Water and Wastewater Section Fax: 343‐7997
www.muni.org/onsite
Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519‐6650 * www.muni.org
Nitrate Advisory
Certificate of On‐Site Systems Approval # OSC201481
Subdivision: Paradise Valley, Block: 4, Lot: 9
A water sample revealed a nitrate concentration of 16.2 milligrams per liter (mg/L).
The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Since nitrates are known to slowly increase, we recommend
you monitor the water quality. Please see the attached “Nitrate Fact Sheet” for
important information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On‐Site
Systems Approval.
Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519‐6650 * www.muni.org
Nitrate Fact Sheet
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate
is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of
ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the
oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners,
food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is
associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of
young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood
stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as “blue baby” disease. The EPA limits the
concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered
from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home
water treatment systems such as softening or iron filtration does not readily remove nitrate. The best
method for limiting nitrate in well water is source control. This can include avoiding overdosing of
fertilizer near the well and maintaining good separation distances between septic tank leach fields and
the well. A special anion exchange filter that contains a medi a with a strong affinity for negatively charged
ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several “wet chemical” methods using a
spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect
the activity of nitrate in water. This laboratory uses several different wet chemical methods approved
under the public water supply laboratory certification program. They also have test kits available, which
the laboratory uses to perform an inexpensive “screening test”, and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test kit results
against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend
using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / firstwaterAK@gmail.com
October 1, 2020
Municipalities of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
LEGAL: PARADISE VALLEY BLOCK 4, LOT 9
The top portion of the casing was removed, new casing and pitless installed with subsequent
chlorination. Attached are the recent coli and nitrate sample results. It is anticipated that with
this mitigating fix of the compromised casing / pitless that the nitrate levels will drop with
continued water use as residual nitrates are flushed out.
Per Cole Sullivan, “The pitless was overlapping a weld so it never made a seal. There were two
welds close to each other and the one had a hole. It was definitely most of the problem if not all
of it.”
Please contact us if you have any questions.
Sincerely,
Curtis Huffman, P.E.
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / firstwaterAK@gmail.com
September 18, 2020
Municipalities of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
LEGAL: PARADISE VALLEY BLOCK 4, LOT 9
Per the attached, the nitrate results came back high at 17.3 mg/L. The well was subsequently
scoped and it was determined there was a crack around the pitless. The top portion of the casing
is being removed and new casing and pitless is being installed. Please contact us if you have any
questions.
Sincerely,
Curtis Huffman, P.E.
