HomeMy WebLinkAboutLYNN DALE LT 1Lynn bale
Lot 1
#015-273-50
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.ok.us (907) 343-7904
Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SW070136 PID Number: 015-273-50
Nome:
JOHN MATTINGLEY
Wastewater System: ❑ New ■ Upgrade
Address
4041 E. 112TH AVENUE
t, ANCHORAGE, AK
ABSORPTION FIELD
Phone:
(907) 344-3852
No of Bedrooms:
55
DDeep Trench OShonoN Trench ■Bed oLlcund DDlher
LEGAL DESCRIPTION
Is" satins 0.7
1.10 °"tts Ir4.5 gMAX�
CPO/Sq
F,. FI
clock: Lot: Subdivision:
- 1 LYNN DALE
p.Ptn to VO. kat. Imm ar's'aol s,ae.
Woe' elitists INI . h P«.
4.02
n. 0.5 Ft.
To.nshlp- — Range' —
Section:
rt, Oee.e aeow «qv.l gray
Ga..N bigth:
—
SEE DwG. Ft.
SEE DWG. F,
WELL: ❑ New
❑ UP9 rode
uo .l 'em 15
Noma« a uw
anbnce »t.«n w.
Ft.
3
5 Ft.
Cbt4,KOlun (Prnoa. A.B.Q.
�
Iota 0.a
Cone le (eLp.cd)
rota eewrvton arw�
fro. meurbl:
^\
Ft
n
1080 son
D 3034/ F-810
post, ar+.e
stat. Fater twN:
"1~:
OWNER
pet. i nta.M
Ft
7/19/06-5/16-19/08
rnb
Pump slit At
eee.q hrgh, Aeae. Gown
Ft
Ft.
TANK
SEPARATION
DISTANCES
■septic 0Holding 0S.T.E.P. Dasher
To
From
Septic
tank
Absorption
Field
Lift
station
Holding
Tonk
wbk/Pnv j
st,.« ones
NNbI«tw«.
GREER
Co 'ly b sn.en.:
1500
Well
too'+
top'+
-
-
25'+
YOIN.1
STEEL
NumaN OI COInpw11M2 ts
2
Surface water
100•+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
10'+
_
_
_
S.
Foundation
5'+
10'+
—
_
_
m b.N a:
PumO en of
"h.at« a,Nm ac
Curtain Drain
NONE KNOWN
e YOB'
E. Inca ww.ct.ns PNINmed by
Remarks: OLD SEPTIC TANK
WAS PUMPED,
BENCH MARK
L.000eon pne p.KrV4on:
CRUSHED AND COMPLETELY ABANDONED.
TOP OF GARAGE SLAB
..ewiw Cbwt.n:
100.00
p,
Inspections performed by:
GEG, Ltd. Dates: 1st 7/19/2006
o Qoo
2nd 5/16/2008.....OF.
(��4p
v 9
3rd 5_19/2008
v :• , s
DO
Development
Services Department Approval
; ?/ 4 I 00
..... ..........0
approval:
Date:
DConditional
..... ....
OO •p ••.J Gorn ss:
Q o E-3 e0
0�4�ee
7
�l
' •.121.2,1 ogoa
Reviewed and approved b .
(R« t,/061
i1 Dote �D
•�
4 P o
4o0 r01lssio�o
40000
PERMIT NUMBER:
SWWO6019922
IA
STI
30.96
60.79
ST2
40.28
61.72
DBLI
4326
62.24
DBL2
4423
62.48
COI
47.68
60.66
CO2
47.10
65.67
CO3
46.98
70.55
MTI
53.061
61.48
MT251.43
7219
C04
104.77
78 72
C05
108.33 Z.28
C06
112.72
88 61
MT}
102.96
78.21
MT4
112.14 8943
ALTERNATE SITE WILL
REOUIRE THE USE
OF AN ADVANCED
WASTEWATER SYSTEM
I
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1
Sf,:o 142,s/oc,
AS -BUILT DRAWING
r61
DBL 1h2� '1 STI
1
1
' A
LW DRAINFIELD
NEW 1500 CALLON
SEPTIC TANK
-LINE UNDER DRIVEWAY
WAS INSULATED WITH 4'
OF INSULATION 4' WIDE
EXISTING \
5 BEDROOM \\
HOUSE \
1
31NG �a. 1
CX1 gt OE I
10 I
Do,WELL
�OIK I
I
I
GARNESS ENGINEERING GROUP, Ltd. 0
CONSULTANTS 6 GENERAL CONTRACTORS
PREPARED FOR. PHONE NUMBER. PAGE NUMBER: O
JOHN MATTINGLEY 344-3852 2 OF 3
LEGAL DESCRIPTION: DRAWN BY:
LYNN DALE, LOT 1A K.D.M.
,TYPE OF WORK: DATE:
AS -BUILT DRAWING 12/28/2009
(Rev OIM5)
PARCEL ID NUMBER:
015-273-50
P 0
�..
94
swoeo,ez AS -BUILT DRAWING 015-273-50
TH/1
TOP OF
AT INLET .
INVERT Of
AT INLET I
TOP OF SAND .
90.66
r S' WIDE
ELEVATION OF BOTTOM DE TEST NOLE . 83.66
(NATER WAS AT 86.38)
RR FABMC
TAN*
. 92.75
BUNG
. 91.70
ORIGINAL GRADE
. 95.76
[VERT OF DISTRIBUTION
LINE . 91.76 (AVC.)
BOTTOM OF BED
. 96.66 (AVG.)
RELATIVE ELEVATION OF BOTTOM OF TEST HOLE . 81.38
(NO MATER)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS i GENERAL CONTRACTORS
3M L luIKW A9.9. SFR 191 . AN NOANX .. N ? . N.bA: t»1WT-M19 • FA. • *LFS1L:...a..N..........
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
JOHN MATTINGLEY 344-852 3 OF 3
LECAL DESCRIPTION: DRAWN BY:
LYNN DALE. LOT 1A K.D.M.
TWE OF WORK: DATE:
PROFILE AS -BUILT DRAWING 12/21/20C
M/4
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p�4� tZ—/1 i e•{� t � � , �
fill
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT
Renewal
Permit Number: SW070136
Date Issued: Jul 02, 2007
Expiration Date: Jul 01, 2008
Parcel ID: 015-273-50
Legal Description: LYNN DALE LT 1
Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 004041 112TH AVE E
Owner Name: JOHN MATTINGLEY Lot Size: 41774 SQ. FT.
Owner Address: 4041 E 112TH AVENUE Total Bedrooms: 5 Permit Bedrooms: 5
ANCHORAGE. AK 99516-1532
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.
5. The following special provisions.
" iNGRESS/EGRESS EASEMENT AGREEMENT OR A COPY OF THE REPLAT APPROVAL REQUIRED BEFORE
THE INSPECTION REPORT IS APPROVED.
Received
Issued By.
Date: %
Date: 7 O
Municipality of Anchorage
Development Services DepaLtMent-. . .
Building Safety Division . f"j
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.orglonsite
(907)343-7904
ON-SITE SEPTIC/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. fl5a
Property owner(s) • Ohf\ rrVI (iL 110 r s Day phone r 8(c - (Sd %
Mailing address 140W t; 11cp4h��� A Zip Code 919
Site address 4oq 1 C 1l IAv e- Zip Code
Legal description (Sub'd, Block & Lot) L.lata ti (-OT-
Legal
-ATLegal description (Township, Section & Range)
Lot Size 4 1. -4:14 Sq. Ft. Number of Bedrooms 6
THIS APPLICATION IS FOR (®all that apply):
Absorption Field
IT
Septic Tank
Ell"
Holding Tank
❑
Privy
❑
Private Well
19
Water Storage
❑
THIS APPLICATION IS AN:
Initial
❑
Upgrade
❑ /
Renewal
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.
of properly owner or authorized agent)
Permit/Rush Fees: 115- Waiver Fees:
Date of Payment: �� O Date of Payment:
Receipt Number. E> Receipt Number:
(Rev. 11/05)
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & 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: Jul 05, 2006
Expiration Date: Jul 05, 2007
Permit Number: SW060192 Parcel ID: 015-273-50
Legal Description: LYNN DALE LT 1
Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 004041 112TH AVE E
Owner Name: JOHN MATTINGLEY Lot Size: 41774 SO. FT.
Owner Address: 4041 E 112TH AVENUE Total Bedrooms: 5 Permit Bedrooms: 5
ANCHORAGE. AK 99516-1532
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 tatting
(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.
5. The following special provisions.
Ingress/egress easement agreement or a copy of the replat approval required before the inspection report is
approved.
Received By:
Issued By:
Date:
Date: S
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.sk.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. Ot5 -a 3- 6t7
Property owner(s) JOHN MATTINGLEY Day phone 344-3852
Mailing address 4041 E. 112th AVE. • ANCHORAGE. AK
Site address
Legal description (Sub'd, Block & Lot ) LYNN DALE S/D: LOT 1A.
Legal description (Township, Section & Range) N/A
Lot Size L4l) 7?:!{ Acres/Sq.Ft.
THIS APPLICATION IS FOR ( ®all that apply):
Absorption Field
❑
Septic Tank
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Zip Code 99516
Number of Bedrooms 5
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 Fees:�4'9) 0'c b
Date of Payment: G. - `/ - O �•
Receipt Number: o3L V O 7
(Rw. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 8 GENERAL CONTRACTORS
June 9, 2006
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Proposed Septic Upgrade for Lynn Dale S/D; Lot 1A,
To whom it may concern:
The existing 4 bedroom house is served by a private well and septic system. The home owner is going to be
demolishing the existing house and is building a new 5 bedroom house. We are proposing to install a new
1500 gallon septic tank and a bed type drainfield. Three test holes were excavated on the property. Test hole
#1 had ground water at 9.5 feet, but is believed to be influenced by the existing drainfield. Test hole #2 was
excavated in a lowlying area near the existing drainfield, and ground water was shown at 10.5 feet but is
believed to be influenced by surface runoff. A third test hole was excavated away from the existing drainfield
to a depth of 14 feet and was found to be dry. We believe this to be the true indication of groundwater since all
testholes were dug along the same contour, also we dug a testhole directely to the north which is dry to 13 feet.
The drainfield will be designed around the 30 foot radii 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 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 the average topography of the property
is generally flat. In short there are no slope concerns.
We are unaware 91 any adverse impacts this installation would have on adjacent wells or septic systems. If
yourevc any qu s, please contact us at 337-6179. Thank you for your assistance.
.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
Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: garnessengineering.com
1 ---NO CONCERN III I NO CONCERN
---- --J Lam -------------J
-----------1 ��---f�--------------I
/,4
1
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DORTHY MARIE EST.
S/D; LOT 2.
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LYNN DALE S/D;
/ \ PROPOSED LOT 3A.
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I R�rY na'c / +TH#2 I
i':TliS'YOfS
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S/D; I
LYNNLOT
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HIpa
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EXISTING
/ SEPTIC
SYSTEM
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S/D; I
LYNNLOT
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PROPOSED
LOT LINE
LYNN DALE S/D;
LOT 1.
-uwl
NO CONCERN
-----------
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T12N. R3W, SEC. 21
LOT 32D.
(NO CONCERN)
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T12N. R3W. SEC. 21
LOT 32C.
(NO CONCERN)
PROPOSED SEPTIC UPGRADE
(SEE DESIGN PAGE 2 OF 2)
1
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I I /-PROPOSED
I I/ S BEDROOM
I I HOUSE
/ ?e/
\ \I/
1
II1II
EXISTI/
TO BE DEMO JHED /
I I I � j I
---r--------, I I
NO
N
E. 112TH AVENUE
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS d GENERAL CONTRACTORS
MI E TDM Ip.O, AAF 101 • N,LIAI `4c m N50) hIL',L .nr) lT . Ful 5 -52N �511F: mow.
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
JOHN MATTINGLEY 344-3852 1 OF 2 Q
LEGAL DESCRIPTION: DRAWN BY: ODO
LYNN DALE SUBDIVISION; PROPOSED LOTS: 1A, & 3A, C.J.G. apo
TYPE OF WORK: DATE'
SITE PLAN FOR PROPOSED SEPTIC SYSTEM UPGRADE 6/9/2006
(RN. 01105)
i .rys�00
ey amess:'
C�-753
��IO;It • • � •iSQP �
NUMBER OF BEDROOMS:5
GALLONS PER DAY (GPO): 750
PERCOLATION RATE/S: <1 MIN./INCH
PROPOSED APPLICATION RATE: 0.7
MINIMUM DRAINFIELD SO.FT.: 1072
DRAINFIELD DESIGN:
MAXIMUM DEPTH.J* FEET
WIDTH: 15 FEET \ 6,
U7NGTH:72 FEET
M.O.A. APPROVED SAND FILTER:2 FEET
EFFECTIVE: 0.5 FEET
REDUCTION FACTOR: N/A
ACTUAL SO.FT.: 1080
ALTERNATE SITE WILL
REQUIRE THE USE
EXISTING DRAINFIELD. TO
COMPLETELY ABANDONEI
LOCATION P R OWNER
EXISTING SEPTIC TANK TO
PUMPED, CRUSHED AND
COMPLETELY ABANDONED --/
/ I LLJ
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1 U
I ly-
U
I--�Q
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w
�. N
CONTRACTOR MUST FLAG THE WEST
LOT UNE AND ALL WELL RADII BY
A REGISTERED LAND SURVEYOR
PRIOR TO CONSTRUCTION.
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11 I 1
PROPOSED
DRAINFIELO
iTALL DOUBLE
CLEANOUTS
— PROPOSED 1500
GALLON SEPTIC TANK
UNE UNDER DRIVEWAY TO
BE INSULATED WITH 4' OFI
INSULATION 4' WIDE
INSTALL FOUNDATION
CLEANOUT
O GEG, Ltd. WAS A 7 PAGE SPECIFICATION '
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT CEG. BY PROCEEDING fORWMO
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
GENERAL
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS rp°;'�Y'�4�
NS CONTRACTORS O.•••••• •• ••' •••••• '•••'•••'•
JNI G RAoOe A . M lel • NA°0k lX W e ? . FAar6 (e07u)-e179 • NN (W7)13e-TTM . rusn[. w.
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
JOHN MATTINGLEY 344-3852 2 OF 2 ness,
LEGAL DESCRIPTION: DRAWN BY: OQ� i '•• `�a
LYNN DALE SUBDIVISION; LOT IA. C.J.G. Epao
TYPE OF WORK: DATE: 0 p�oisesio�°ate
DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE 6/9/2006
(ReY.G1AY.)
PROPOSED
5 BEDROOM
\
O GEG, Ltd. WAS A 7 PAGE SPECIFICATION '
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT CEG. BY PROCEEDING fORWMO
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
GENERAL
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS rp°;'�Y'�4�
NS CONTRACTORS O.•••••• •• ••' •••••• '•••'•••'•
JNI G RAoOe A . M lel • NA°0k lX W e ? . FAar6 (e07u)-e179 • NN (W7)13e-TTM . rusn[. w.
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
JOHN MATTINGLEY 344-3852 2 OF 2 ness,
LEGAL DESCRIPTION: DRAWN BY: OQ� i '•• `�a
LYNN DALE SUBDIVISION; LOT IA. C.J.G. Epao
TYPE OF WORK: DATE: 0 p�oisesio�°ate
DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE 6/9/2006
(ReY.G1AY.)
000060 OO
GARNESS ENGINEERING GROUP, Ltd. c/�:' 40,
CONSULTANTS S GENERAL CONTRACTORS A A (70
....... . . . .. .............
3701 E T100,1 110,D, 411[ 101 • NKMO,IILE M(. P•]0) (W7)W-•,]• • Fa W N • •[D41L ,rn•••rp:rrh•.
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION:
LYNN DALE S D; PROPOSED LOT IA, reyUness: Q
PERFORMED FOR: JOHN MATnNGLEY DATE:DEP5 8 2006 0,, ' CE 79b3 : :p
o6.•.bj9, o6,.�c�op
(feet) aZZZZaaa ORGANICS O4 refesslo o�
TEST HOLE 1 00000
LOAM SOIL CLASSIFICATIONS
S , ,
3 ;,?t ;+,y r ;4 iii GP ML
GM CL I I
GC OL LYNN DALE s D: ,
4 r ++" °° •00 a SW MH - y PROPOSED LO IA.
•e•• • i i 1
5 SP CH
i��•-4 , i \ , i
SM OH I \ ♦1H/I I 1
.',�ti'.+`.�' SC .w_I i \\ STH/3 i
6
GP
1Z.41.'•I Q / 1 .S:C
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LLI
1-4, SCALE -
10
YY
12—B.O.II.
13
14
15-
16-
17-
18-
9
5
16
17
18
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 4.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS
COMMENTS: 'GROUNDWATER LEVEL MAY BE INFLUENCED BY SEPTIC SYSTEM. SEE TH13 FOR CONFIRMATION.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: �o b
DEPTH TO
GROUNDWATER
DATE
•9.5'
5/8/2006
•9.0'
5/15/2006
5/9/2006
1
—
—
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/9/2006
1
—
—
6'
—
2
—
<1
0'
6"
3
—
—
6'
—
4
—
<1
0'
6'
5
—
—
6'
—
6
—
<1
0"
6'
GARNESS ENGINEER IONTIt4CNGGROUP, Ltd. 4 P y Sy�O�o
TORS 4
A, ANA SUITE 601 • MR„ OWC. N Moi • e„p,c W1 1�,A • fu: W :Z" D
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: LYNN DALE 5/D; PROPOSED LOT IA, A :,Jell A. orness? O
PERFORMED FOR: JOHN MATINGLEY DATE: 5/8/2006 JE]7953 t
EPTH
s„e
(f
(feet) ____ ORGANICSTEST HOLE 3 �o fes I
LOAM SOIL CLASS11 CATIONS
2 GW ORG �
,
I GM CL I LYNN DALE S/D'
4 +"''.�•, GC OL PROPOSED LOT IA.
f�r���.•,. ue eoeno SW MH - NSID CH I
i
5 • SM pH I I TR/r� 4TM/s 1
:z.r. SC 1 W , O I
6
it K \�
D_' • I,
7 '�: GP GROUNDWATER DATE
B 10.5' 5/8/2006
t r .
a 10.5' 5/15/2006
N , '✓i SCALE:
r1r•}?.:. 1 '
10 0�
'41W 1
1r .
y
r 1: •!
13 =`' .•rte.••
B.O.H.
14
15
16 E-Rcoo"
\ON
17
y�.,.J yArcO rGarnesaf�
!_
16 `.s o. 953::i�
••1. PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19 �"' P FESStO
TEST RUN BETWEEN — FT. AND — FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY:
COMMENTS: A ReLrev.o T. ce INcLvti•`r� 13y sot FAcf WAitA
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ER ORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: S f c
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
P
6E
PE�FO�M�O S
PERpp��\O�
FpR
pPtF-
GARNESS ENGINEERING GR01 k0, Ltd.
CONSULTANTS & GENERAL CONTRACTORS ) 4 4
....... .. .. ...... ............
3701 C 101 • MICIQNILF. ML 00]O7 • f11LWL 001 )-1110 • iAc (07 )336-42" • 11[85(IG ,sri••rnpnwOq.••1.
SOIL LOG - PERCOLATION TEST
LECAL DESCRIPTION: LYNN DALE SUBDIVISION; PROPOSED LOT tA, f ey G ness.- op
PERFORMED FOR: JOHN MATTINGLEY DATE: 6/8/2006
°PC6
(teem____ FILL TEST HOLE#41��00000���
--_= ORGANICS SOIL CLASSIFICATIONS
2 LOAM -d5 0; GW ____ ORG
GP ---- ML ----- LYNN DALE S/O;
:•tGM CL ____-+ Lor 1.
GC OL
iw.
+w':�: . •°> a SW MH
';:• ':i•• : SP CH
>;••t SM OH I I TH I6 Sc I 1
:�..•: 1 1 A13 1
1 1
AJy'
7 yw;••• 1 1 1 LKAX 1l �' I i
8 CP To Sp
q—, :i�•i I /� r / \ I i
5
10
:�'�=v� i
,•
A °i••i
4t i
12 - ••.
>»'••:
13w
.� .
B.O.iI.
15
16
17
18
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5.0 FT. AND 5.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: E3 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL
COMMENTS:
PERFORMED BY GEG. Ltd. I. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
DEPTH TO DATE
GROUNDWATER
DRY
DATE
14
READING
6/8/2006
DRY
6/9/2006
6/8/2006
1
—
—
DATE
14
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
6/8/2006
1
—
—
6'
—
2
—
3
0"
6'
3
—
—
6'
—
4
—
3
0"
6 '
6
—
3
0'
6'
Municipality of Anchorage
Development Services Department *A1
Building Safety DivisionOnsite Water and Wastewater Program4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: harness Engineering
Legal description: Lynn bale. Lot 1A
The attached paperwork has been reviewed and Is being returned for the following reasons:
❑ Original signature or stamp missing on
❑ Calculation error in design. _
❑ Additional soils Information needed. _
❑ Water monitoring results inadequate. _
❑ Discrepancy in information submitted.
❑ Topographic information missing or inadequate.
® Incomplete; missing ingress/egress easement agreement or a copy of the replat approval
❑ Incomplete; missing _
❑ Additional adequacy test information needed. _
❑ Water sample unacceptable. _
❑ Measured/proposed distances/dimensions missing. _
❑ Locations of all soils, percolation and water monitoring tests not shown.
❑ Proposed system too deep for soils information submitted.
❑ Well log required. _
❑ Omission in narrative.
❑ Insufficient fill over tank or field._
❑ Other.
Name of reviewer: beb Wockenfuss
Date: 06/19/06
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK