HomeMy WebLinkAboutMACBETH BLK 2 LT 2Macbeth
Block 2
Lot 2
#015-511-10
Pump Installation Log
Well Drilling Permit Number: Date of Issue: - -
Parcel Identification Number 0/5 -5-rfi — fo
Legal Description Block Lot Property Owner Name & Address:
Mac 13e A
Pump Installation Date: 25'
Pump Intake Depth Below Top of Well Casing: feet
Pump ManufactureCs lame: Yyj 0o,,.,...c c
Pump Model: -_�U L-57
Pump Size: 3/4 hp
E Pitless Adapter Burial Depth: t & feet
Pitless Adapter Manufacturer's Name: L?ate-L-
Pitless Adapter Installer:
Well Disinfected Upon Coetion:' L'r Yes C No
Method of Disinfection: Itigts
Comments:
Pump Installer h`arne ANCHORAGE WELL & PUMP SERVICE
7640 King Street
Company' Anchorage, AK 99518
PH: (907) 243-0740
Mailing Address:
Citi=:
State: Zip:
Attention: The pump installer shall provide a pump installation log to On-site -,ithin 30 days of purnp installation.
` Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water 8 Wastewater Program, 4700 Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.enchorage.ak.us (907) 343-7904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW100031 PID Number. 015-511-10
Name: JIM MARTIN
Wastewater System: ❑ New ■ Upgrade
Address:
6700 MACBETH DR a ANCHORAGE, AK is 99516
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 346-1752 3
K Deep Trench ClShallow Trench O Bed O Hound 0Other
LEGAL DESCRIPTION
Soll R«kq:
0.45
Told Depth from enpind eras:
10.0 MAX sL
on/Be, r<
Block: Lot: Subdivision:
Depth to pip. bottom from «hind grad.:
Grovel death bn.olh Pipe
2 2 MACBETH
2.96 FL
7.04/7.05 FL
Township: Range: Section:
— — —
Fit ceded aeore Mynd grade:
Gro,.l length:
(37' & 39') 76 TOTAL
SEE DWG. n
FL
WELL: ❑New [I Upgrade
Cra,N wkM:
2.5
Number « en.e: D'"tanee bateeM
2 14'
i<
n
CmWicotion PiWals. A.e.c : Total Dro
Cased TaQIMNC)
Tatd absorption area:
1070
Plpe met.nal:
D 3034/ F-810/SCH 40
n.
it.
so. rL
oral«: We DrAW:
stage water La el:
Ylet~
A+ HOME SERVICES
Dat. inotd
4%20-22/2010
EX�S
rT
TwW:
P,enp Sat At:
Cd"`9 Neght Above Gr :
TANK
C
n
rL
SEPARATION
DISTANCES
0Septic 0Holding ■S.T.E.P. 0Others
TO
Septic
Absorption
lift
Holding
brw/Prlwle
N'"'IOLtWer'
ANCHORAGE TANK
GapO°ry s' paaa"~
1250
From
Tank
Fiald
Station
Tank
sew« Un..
Well
100'+
100'+
—
—
25'+
STEEL
« oaero« wnb.
Numbs 2
Surface Water
100'+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
10'+
—
—
—
Sig. In gores.
1250
I Main~ .
ANCHORAGE TANK
amp en Mv.I at:
ump «I l at:
Nigh water aban at:
Foundation
5'+
10'+
—
—
—
41"
41"
45"
pimp Hab ! No":
io cvioal `wpeeib p.normee br
Curtain Drain
NONE
KNOWN
ORENCO PF20
I M.O.A.
BENCH MARK
Remarks:
Lapobn and Deecripuaiv
NOTE: OLD SEPTIC TANK WAS ABANDONED PER CODE.
BOTTOM OF TRIM, CLOSEST CORNER OF HOUSE
TO FOUNDATION CLEANOUT.
M.unwe EN 6a.,
100.00
FL
Inspections performed by: GEG, Ltd. Dates: 7st 4/20/2010
ENGINEER'S SEAL
0000
QF
2nd 4/21/2010
�0 4
0� 4
3rd 4/22/2010
Development Services Department Approval
p '?` 4 R1 �p
�......... ... 0
Date:....
Conditional approval:
.. e..
i rAss.-'
.
.
Q e —79S1i.
�p00,pia
Reviewed and approvedZ Date:
fe„lona,
Op�Ooo��
(R«. a/oe)
PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: I
sw100031 015-511-10
MACBETH
DRIVE
A
1 B
C
FCO
3.0
144.64
7.21
ST1
7.47
51.19
11.53
ST2
13.06
57.68
17.72
PV
14.21
59.03
19.17
MT1
28.06
51.43
20.17
MT2
44.33
84.61
45.36
MT3
44.76
63.75
37.81
M74
156.94
192.24
55.62
MACBETH
DRIVE
100' WELL ylpNS ' ' • EXISTING DRAINFIELD
.', . •• I WAS ABANDONED IN
\ PUCE.
FNEW 1250 GALLON!• I
1 S.T.E.P. TANK
EXISTING 3 /
BEDROOM
HOUSE
NEW PRESSURIZED DRAINFIELDS.
DISTRIBUTION LINES ARE 1.25•
PVC WITH 1/4• HOLES SPACED
26. O.C. (30 HOLES TOTAL)
GARNLSS ENGINEERING GROUP, Ltd.
1
- . - � - 11 CONSULTANTS d GENERAL CONTRACTORS
Ml L T 110.0 RIR 101 • /IK1101U4L W N 7 • N1C•C (101),1 In • /M (W1flJ =" • gStR: w•.,e�p.w�gmin 1L
IREPARED FOR: PHONE NUMBER: PAGE NUMBER: (,
JIM MARTIN 346-1752 2 OF 3
.ECAL DESCRIPTION: DRAWN BY:
MACBETH SUBDIVISION: BLOCK 2. LOT 2 A.J.G.
YPE OF WORK: DATE:
AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 4/23/2010
L..9
/
1
I
100' WELL ylpNS ' ' • EXISTING DRAINFIELD
.', . •• I WAS ABANDONED IN
\ PUCE.
FNEW 1250 GALLON!• I
1 S.T.E.P. TANK
EXISTING 3 /
BEDROOM
HOUSE
NEW PRESSURIZED DRAINFIELDS.
DISTRIBUTION LINES ARE 1.25•
PVC WITH 1/4• HOLES SPACED
26. O.C. (30 HOLES TOTAL)
GARNLSS ENGINEERING GROUP, Ltd.
1
- . - � - 11 CONSULTANTS d GENERAL CONTRACTORS
Ml L T 110.0 RIR 101 • /IK1101U4L W N 7 • N1C•C (101),1 In • /M (W1flJ =" • gStR: w•.,e�p.w�gmin 1L
IREPARED FOR: PHONE NUMBER: PAGE NUMBER: (,
JIM MARTIN 346-1752 2 OF 3
.ECAL DESCRIPTION: DRAWN BY:
MACBETH SUBDIVISION: BLOCK 2. LOT 2 A.J.G.
YPE OF WORK: DATE:
AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 4/23/2010
L..9
PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER:
sw100031 ols—sll—to
TOP OF MANHOLE 03.86
�NiiC %r 7G
FINAL GRADE - •99.93-100.34
STI ST2 MH
TOP OF TANK TOP OF TANK
AT INLET - 93.61 / AT OUTLET - 93.62
INVERT OF BUNG
AT INLET - 93.02
NORTH TRENCH
FINAL GRADE
105.77-106.25 1
THg1 /
NEW 1250 GALLON
S.T.E.P. TANK
FINAL GRADE -
108.26-108.41
ORIGINAL GRADE
105.00 —
INSULATION
-FILTER FABRIC
INVERT OF PIPE
102.04
14'+
NEW PRESSURIZED DRAINFlELDS.
DISTRIBUTION LINES ARE 1.25'
PJC WITH 1/4- HOLES SPACED
26. O.C. (30 HOLES TOTAL)
BOTTOM OF
TRENCH
95.00
RELATIVE ELEVATION OF BOTTOM
OF TESTHOLE - 89.00 (DRY)
*DEEP BURIAL TANK. RATED
FOR 8.75' SOIL COVER.
SOUTH TRENCH
ORIGINAL GRADE
107.25
TER FABRIC
ERT OF PIPE
- 104.30
BOTTOM OF
TRENCH
97.25
RELATIVE ELEVATION OF BOTT01
OF TESTHOLE - 91.25 (DRY)
TH#1
GARNLSS ENGINEERING GROUP, Ltd. g;?• 9
CONSULTANTS& GENERAL CONTRACTORS +--••••-- --•-•_•-^ �""' .. f .. ' "" ""'•'""
=1 L 119011 AMq AIR 101 • MICNM.Lt'. Mt FifO) • ! (907) I -41n • FM (W)] W" • t10LIC •w9a.�•••^1^••A"•—^
PREPARED FOR: PHONE NUMBER:PACE NUMBER:
JIM MARTIN 907-346-1752 3 OF 3 QQ o ' ff y. Gar ess.
LEGAL. DESCRIPTION: DRAWN BY: CE -79 \Fo
MACBETH S/D. BLOCK 2. LOT 2 A.J.G. �Q�e a Al z,% lv rvcov�
TYPE OF WORK: DATE: �OQO rofessto
PROFILE AS—BUILT OF NEW SEPTIC SYSTEM 4/23/2010
I.. 01115)
■� 04/27/2010 14:15 8686770 APLUS
■ APR -27-2010 11:298 FP.OM:ED'S ELECTP.IC INC 272 4590 TO; 858577a
Inspection Report
Municipality of Anchorage, Building Safety Division
4700 Elmore Road
INFO 6 HELP (907) 343-8211
INSPECTION: VOICE (907) 343.8300 - FAX (907)249.7777 - www.muni.org -
Name dwayne
Company eds else
Address 6700 MACBETH DR
Grid SW2639
Subdivision MAC13M
Work Description electrical septic lift station
Insp. performed/pre0aid0 / 0
Permit Technician BARGANIER, TONY A.
Comments or Directions AM/ Call to meet on Site
PAGE 01
P.1
Permit # 10.7008
Inspection Date 27 -Apr -2010
Phone 272.4591
LOT 2 BK 2 TR n/a
Inspection Type EIeC.rica4Retro EI9Ctrical
Comments (for Inspector use only)
F I tJ A (-, 1, I F -T
/iPPRvv ED.
Irnspactorz'2. Date
:'
■ ■ Jq,l�
men
Residential Uff Stations
J NrTON
Box �
toMM
PA1•T
C4MPART2 T L ToT
1,250 - 2,500 Galion
LID w]' FOAM
Q4• • FVC.
RIBBM MANHOLE
i' uTL^T A6W FOAM
(SHOP AFFUM)
raT1 TEHEG 46-167 TOP GOA
GRAIN BACK HOLE
kT ASSEMBLY
NOO S3=VA, I.
LOG FIRT VALINC.T
END VIEW
iwPLcx rummy SYSTEM "rW
Features:
• Constructed to the requirements of the Uniform Plumbing Code.
• Watertight manholes prevent seeping of groundwater.
• Coated inside and out with coal tar pitch.
• Custom tanks, including special interior and/or exterior coatings, are available. yip
• Available In Commercial configurations; single or duplex pumps. ca
• Dimenskms and weights are approximate. Onwim
• Approved by the Municipality of Anchorage.
• Detailed lnstaNeWn, Operation, and Maintenance Manual.
i
0
1
Anchorage Tank b Welding, Inc (907) 272-3543 FAX (907) 277-3715
MUNICIPALITY OF ANCHORAGE
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
Permit Number: SWI 00031
Legal Description: MACBETH SUBD BLK 2 LT2
Design Engineer: 0855 GARNESS ENGINEERING GROUF
Owner Name: JIM MARTIN
Owner Address: 6700 MACBETH DR
ANCHORAGE. A 99516 -
Date Issued: Apr 16, 2010
Expiration Date: Apr 16, 2011
Parcel ID: 015-511-10
Site Address: 6700 MACBETH DR
Lot Size: 0 SO. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
❑✓ Disposal Field Q 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:
.e -
Date:
Date:1 t/P l0
Municipality of Anchorage
Development Services Department
Building Safety Division
On Site Water & Wastewater Program
4700 Bragaw St.
P.O. Box 196650
Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 0115'- SI 1 -
Property owner(s) JIM MARTIN Day phone 346-1752
Mailing address 6700 MACBETH DRIVE *ANCHORAGE, AK
Site address Zip Code 99516
Legal description (Sub'd, Block & Lot) MACBETH BLOCK 2. LOT 2
Legal description (Township, Section & Range) N/A
Lot Size
Sq.Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
❑
Septic Tank
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Number of Bedrooms
THIS APPLICATION IS AN:
Initial
❑
Upgrade
Renewal
❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
Permit/RushFees: C)
Date of Payment: % I/�/ 1 11 0
Receipt Number: 069 r EE7-
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
April 12, 2010
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Dox 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Proposed Septic System Upgrade for Macbeth Subdivision; Block 2, Lot 2,
To whom it may concern:
The existing 3 bedroom house is served by a private well and septic system. The septic system is failed and
needs to be replaced. We are proposing to install a new 1250 gallon STEP tank and a dual deep trench type
dminficld. One test hole was excavated on the property. The drainficld will be designed around the 30 foot
radius of this test hole. Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfneld 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 topography drawing the average topography below the
drainfield is less than 20 percent. In short, there are no slope concerns.
We are unaware o,a adverse impacts this installation would have on adjacent wells or septic systems. If
you have any gt)ctstio s, please contact us at 337-6179. Thank you for your assistance.
M.S.
NOTE: Attached is a site plat 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 0 Websitc: www.gamcsscnginccring.com
\\maq-EFnc MACBETH BLOCK I I BLOCK 1. LOTK2
/ \\ BLOCK 2. LOT 3 i I
/ I
SEPTI O ARE
MACBETH BLOCK / I \ I I CONCERN
I\ BLOCK 2. LOT 4
\ I // trx!• wru RAays I I I
♦ I / —i I I
s E:
-----CSEPnc AREA
000 44
GARNESS ENGINEERING GROUP, Ltd. 00
I CONSULTANTS A GENERAL R
ENEAL CONTACTORS p •.. •. .. .........0
JAI G IIpOR OOW tllR 101 • mcHowr. W r" (M1).1 U-
(PREPARED FOR: PHONE NUMBER: PACE NUMBER:•• ........
O
JIM MARTIN 346-1752 1 OF 2 0 e re A. Gar ess.:
LEGAL DESCRIPTION: DRAWN BY: D CE/S I .' ` 49
MACBETH SUBDIVISION; BLOCK 2. LOT 2 J.L.M. OQ /sre k///1I�p ' goo
TYPE OF WORK: DTE:�profossio(,
SITE PLAN FOR PROPOSED SEPTIC UPGRADE 4/12/2010 4444p000�
I
\
1 \ tc
I
1
I.J SEPTIC I\ I��
MACBETH BLOCK \
—`aD II
•BLOCK 1, LOT ♦ V\
I STONY BROOK
\
LlfTLE I
I
I BLOCK 2. LOT 1
1
\ I` /
C/C.REENLL
11
MACBETH BLOCK //
1
• I
BLOCK 1. LOT ty
I
1
I/
1
I \
♦ ��(
I \ //
\\
MACBETH BLOCK
BLOCK 1, LOT 2A
EXISTING
I
SEPTIC
I1
I SYSTEM
100 WEII BADMIS
100* WELL RADIUS
EXISTING
```•rr:``7i 11� I
`-G"''
I PROPOSED STONY BROOK
\ 3 BEDROOM
I SEPTIC BLOCK 1, LOT 3
\ HOUSE
SYSTEM /
MACBETH BLOCK
BLOCK 2, LOT
BLOCK
1fq,
\\maq-EFnc MACBETH BLOCK I I BLOCK 1. LOTK2
/ \\ BLOCK 2. LOT 3 i I
/ I
SEPTI O ARE
MACBETH BLOCK / I \ I I CONCERN
I\ BLOCK 2. LOT 4
\ I // trx!• wru RAays I I I
♦ I / —i I I
s E:
-----CSEPnc AREA
000 44
GARNESS ENGINEERING GROUP, Ltd. 00
I CONSULTANTS A GENERAL R
ENEAL CONTACTORS p •.. •. .. .........0
JAI G IIpOR OOW tllR 101 • mcHowr. W r" (M1).1 U-
(PREPARED FOR: PHONE NUMBER: PACE NUMBER:•• ........
O
JIM MARTIN 346-1752 1 OF 2 0 e re A. Gar ess.:
LEGAL DESCRIPTION: DRAWN BY: D CE/S I .' ` 49
MACBETH SUBDIVISION; BLOCK 2. LOT 2 J.L.M. OQ /sre k///1I�p ' goo
TYPE OF WORK: DTE:�profossio(,
SITE PLAN FOR PROPOSED SEPTIC UPGRADE 4/12/2010 4444p000�
B \ 1
c 1,LrIy \
1 I
BETH B
BL 1, LOT 2A
t+' G O eu-M /\ 0"S
� BL
LOT
STONY
BLOCK 2, LOTK 1
u Fi I
1 � \
t \
1�
100' RADIUS
STONY BROOK
II I B K 1, LOT /
BET K 2 B
V
STONY ROOK
\ BETH BL I I BLOCK 1, OT 2
/ L K 2, LO 3 I
LIAC OCK _
FLOC 2, L 4 i WE L h
I 1 RADI 1 \\ I I ARE
I "
\ I I CONGER
100' WELL RAD S�1 I S E:
------rs— AR'D /
-- -- — --- ------------/-- L-- ----
oow Opp
OF
-------- . C �4
o��F........ ...q 4
GARNI:SS ENGINEERING GROUP, 1.tcf.
S 0
0�
CONSULTANTS 6 GENERAL CONTRACTORS — +• «.-_.• •• •.... ....:.4. V,
IMl L TIpOM IIYD. AMR 101 NICMOPMGC. Nf 0o'Af . AOK (Ml Sf)-SIA . MY ioom> ']N RBS2. w.. esn D ..
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: O'� . . .. ..
JIM MARTIN 346-1752 1 OF 1 a SS:
LEGAL. DESCRIPTION: DRAWN BY: OO o CE-7JS3 \ip"vQ
MACBETH BLOCK 2. LOT 2 PNB �pre�s' •..III,ZiFD�q�
TYPE OF WORK: DATE: 4pppppofe
���oOoo
SITE PLAN 3/31/10
1".. Ulm)
OF BEDROOMS•3 _
PER DAY (GPD): ISO
ION RATE/S: 60 MAC
D APPLICATION RATE: 0.45 \ gF
DRAINFlELD SO.FT.: 1000 \ `
4 DEPTH: 10 FEET MAXIMUM
2.5 FEET
72 FEET (2 O 36' LONG EACH)
JE: 7 FEET
SOST.: 1006
1.25' SCH. /0 PVC DISTRIBUTION LINES
33 FEET LONG LATERALS
30 GPM PUMP
1/I• DIAMETER HOLES SPACED 26. O.C.
1 GPM PER HOLE
15 HOLES PER LATERAL
30 HOLES TOTAL
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT CEO. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
1 F
EXISTING WELLI 1� Wfu• I : •�''r
NOTE: THE CONTRACTOR
SHALL HAVE THE EAST LOT
LINE, AND ALL WELL RADII
FLAGGED BY A REGISTERED
LAND SURVEYOR PRIOR TO
CONSTRUCTION.
ISE
wi
r I
I
I
/EXISTING DRA glnELD
•, �, •' :4 I
TO BE ABANDO ED IN
�\ PLACE
\ \
I o
/ INSTALL
\ \ \
11
FOUNDATION
/ CLEANOUT /
PROPOSED 1250
EXISTING 3 GALLON S.T.E.P. TANK.
BEDROOM
HOUSE /
//A. /\ /M \I�
— �
EXISTING TANK TO BE PUMPEI
CRUSHED. AND COMPLETELY
ABANDONED PER UPC.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3A1 L T.UCe e0N1. 4 101 • WR34M4Y. m OYM • e1a,L 1907)&11-11" a IN I001}tf w" • e...e,rn,�w�wl.4as,
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
JIM MARTIN 346-1752 2 OF 2
LEGAL DESCRIPTION: DRAWN BY:
MACBETH SUBDIVISION: BLOCK 2, LOT 2 1 J.L.M.
TYPE OF WORK:
DESIGN DRAWING FOR SEPTIC SYSTEM UPGRADE
�..... .................
Q •.J f ey A. GO ess.:
Q CCE -79
0e°.e q./fa. �oAop
°Ptofess',01'0\\t�
10
o
DOQO�
1
GARNESS
CONSULTANTS NGINEERI�NG ONTRACTORS GROUP, Ltd.
�.. 4 700
-
2
� :..... °�D
3701 E 7
PGY% SIRE 101 • NCI
WO L b 99!07 • P L 90 7-6179 90) • FZ 33N • YRBYIE 9sn•�grwYp.aan
....'
3
4:30
SOIL LOG — PERCOLATION TEST
.,,.0
LEGAL
DESCRIPTION:
MACBETH BLOCK 2, LOT 2
'J fry Ga ess; O
PERFORMED
FOR:
JIM MARTIN DATE: q 5 10
°v C�-7 `+pp
12•
DEPTH_
5:00
(feet)
»» ORGANICS TEST HOLE 1
4���000sssio
5:30
30
5.5'
0.5'
SOIL CLASSIFICATIONS
2
I
V o' GW — —= ORGGP
ML }n`r
GM CL
q
GC OL ti
°• •°• a SW MH
5
• : SP CH
SEE ATTACHED
SM . ; off
6
SC
SITE PLAN
7
DATE
GROUNDWATER
8
DRY 4/5/10
GM
jig 4/12/10
9
SCALE:
10
3• - too'
DATE READING CLOCK NET TIME
WATER LEVEL NET DROP
11
TIME (MINUTES)
READING (INCHES)
12
4/7/10
13
14
15
16-1
17
18
19
PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5.5 FT. AND 6.5
FT.
20
A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS
LOGGED BY:
ROB CAMPBELL PERCOLATION TEST PERFORMED BY:
ROB CAMPBELL
COMMENTS:
BY CEG,
Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
PERFORMED
WITH ALL
STATE AND
MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: iz
1
4:00
-
6'
-
2
4:30
30
5.5'
0.5'
3
4:30
-
6'
-
4
5:00
30
5.5�
0.5'
5
5:00
6
5:30
30
5.5'
0.5'
NAME
LOCATION
SEPTIC TANK:
GREH ER ANCHORAGE AREA BOk l ;H
®rgDepartment of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
MAILING ADDRESS Ca�/ 4�_1o/ PHONE
LEGAL DESCRIPTION
DISTANCE6� j It NUMBER OF
FROMWELLl19eY�1 MANUFACTURERS ppm MATERIAL COMPARTMENTS
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY/0_00GALLONS.
TILE DRAIN FIELD:
I ( TOTAL LENGTH
DISTANCE FROM WELL
OUNDATION—R—NEAREST LOT LINE 6;;�o OF LINES 29
NUMBER OF LINES—L-- DISTANCE BETWEEN LINES Nlo4 —TRENCH WIDTHS IN. TOTAL EFFECTIVE
ABSORPTION AREA �Gi� SQ. FT. LENGTH OF EACH LINE
J* DEPTH OF FILTER f'
DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE_ ABOVE TILE —!Y IN.
WELL:yy�
TYPE _n 1rr^ CONSTRUCTION
BUILDING NEAREST
FOUNDATION LOT LINE
CESSPOOL , OTHER SOURCES
APPROVED DISAPPROVED
DISTANCES: —
INSTALLED BY:
SEWER LINE DEPTH:
PIPE MATERIAL: CeA
Ami.
LOT SLOPE: {
REMARKS:
Form EQ -032
NEAREST
SEWER LINE
REMARKS
SEPTIC
TANK_
EPTH DISTANCE FROM:
SEEPAGE
SYSTEM-
S DIAGRAM OF SYSTEM
DATE 71y2 /APPROVED
Rno
2i
I
a
C�
6
a7
i
r1
C1
i
Ni
V}
i
Ni
N;
Cd
F;
W
SW
P4
CSS
a�
H
t\2
=-i
It
'
o
O
>
H
z
�
z
@
A
''
A
vHa
A
t@a
S4
a
C1
i
Ni
V}
i
Ni
N;
Cd
A
'
w
w
�
@
A
w
x A
�5
W
F
F
W
✓d uo
Cd
U,
N
r"9' i•
w, k Gb Ca W W (aa is. W fs
tl')
.—I N
0 o 0 @ O o O O O ® O O
F gH� �Fyy H �Ha {Fa FF F F H EF H
co
�t7 Ce-
. -d rr
O O O O O O O O O o O O
x x x x x x x x x x x x
w w w w w w w w w w w try
rI Cd
rt CO Cdi cdN riri i fes` PS
i r{
dM kld "-i . T a) rl bA ri CCF Cd
S aS w Ura bl" i N ca r i
i.
A ✓ .V' Ri �fann O; F' C7
tip Cd A r1IQ
hf1 t!]i ri N
R �^':fc U U ?s •h <i w •: xi
€4 'd F' U rd+ -P 'Ci Fa
a? [d, rF i->: iA r� y rii r{ r
CLF • # N i fCtltl •ri; Cd •ri +?
CT
c J N tY 5 Q Ct v? C^j N L"? \Q
F H EO•C �Eaa N� gFa �FOw+ EO+HoHa FE HH
x o C c o cO ci v)
CO; Cry
C
0 0 0 0 0 0 0 0 0 0 0 0 0
w w w w w w W w w w w w w
0
A
zw
-r wx w R=:, P -A K A HiA v;, -e!
F, -u��
^ `
` DEPHRTMENT
�~�HEHLTH
AND ENVIRONMENTHL
CTION
�17
L./
STREET.
HNCHORHGE,
~
^
279-2511
0.0 ITT I~ L.
MMUFA
C) 0A
so; :1, X FIT A, RE! RAJ FIT lot
ITT Is: 1-11 0
X 'Y
My
PERMTT
NO If 7 746 8
)
-
HPPLICHNT
624 WEST 21ST
274-9]76��
LOCHTI0N
LEGHL
MHCRFTH DR
i2 B2 MHC8ETH
SUBD
LOT SIZE
57000
SQUHRE FEET
TYPE OF
SOIL HBSORBTION
SYSTEM
I
NCH
MAXIMUM
NUMBER OF BEDROOMS
�
7
SOIL RHTING (SQ FT/BR)�
190
THE REQUIRED SIZE OF THE SOIL ON SYSTEM IS:
Q Ron WE" -1 - 01 = oil �oil Phi Nis -V- Of === is" IT! 571 Fit R::::.O 0 - . ��H__ 0� �
Al RE Go I A :17 Fit k?T u3s ��IT" -11 - X Q 1- 0=1 p -A 1<:� �..... 1CD1 H-A�
Now Is: C; I- X Kit ISO "?v F`ER N Ron M FE C;.*� jr I:;;r.! ���~_
BHCKFILLI^G OF AN'T' SYSTEM WITHOUT FINAL INSPECTION AND HPPROVHL BY THIS
DEPHRTMENT WILL BE SUBJECT TO PROSECUTION
MI�IMUM DTSTANCE BFTWEFN H WELL HND ANY ONNSITE SEWHGE DISPOSHL SYSTEM IS
100 FEET F0R H PRIVHTE WEL� OR 200 FEET FOR H PUBLIC WELL
WEL], LOGS HRE REQUIRED AND MUST RE RETURNED TO THE DEPHRTMENT WITHIN 110 DHYS
OF THE WELL COMPLETION
OTHER REQUIREMENTS MHY HPPLYSPECIFICHTIONS HND CONSTRUCTION DIHGRHMS ME
HYHILHBLE 'M INSURE PROPER INSTHLLAT' ION.
0-1 1 0- FR- X 1", 1 Fit HIRT AV Kom FIT KIT ITT Ell Fif FIT FIR
I CERTIFY THHT
1 I HM FHMILIHR WITH THE REQUIREMENTS FOR O0SITE SEWERS HND WELLS HS SET
F0RTH BY THE MUNICIPHLITY OF HNCHORHGE
2I WTLL INSTHLL THE SYSTEM IN HCCORDHNCE WITH THE C8DES
]' I UNDERSTHND -HHT THE ON~SITF SEWER SYSTEM MAY REQUIRE ENLHRGEMENT IF THE
RES7D�NCE IS REMODELED TO INCLUDE MORE TI...] ] BEDROOMS
SOILS LOG
r i
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION
• TEST
Pouch 6650; Anchorage, Alaska 99502 276-2221
SOILS LOG —PERCOLATION TEST
PERFORMED FOR: "i /v DATE PERFORMED: b 77
LEGAL DESCRIPTION: L /9 2 /V Q C
SLOPE SITE PLAN
DEPTH -��—�i
(FEET) F I
1� 1 Q n <-, A /' / c'
E
3
�'car�ic
4 1`e,S? G
61 1 CcpC')
7
3
9
10
-V4 S
12
13 GA sr sq, .
lw€T
14
15
16
17
18
19
WAS GROUND WATER
`/ � S
i
ENCOUNTERED?
0
Depth to
Water
P
E
IF YES, AT WHAT
.�
Z
DEPTH?
COMMENTS TFi� /p
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
TEST RUN BETWEEN
FT AND
•r FT
COMMENTS TFi� /p
�/� %G I-eJ-,r 1144 .%'/S A AA
r//✓ & 6r- Zel6s"t Z
R E~L Q r?sti 1°':VLI %/��QT
D�/ Ta T'NL
LAYlz/�C'/J Gcz;�D/T/r/� o!
714CYE`Fr ^/T
r/f.dT qpz,iY//rG
J
/ioEA/
/2
ilAX 45 7y
dF
°
e_as
�� tT /7 CERTIFIED
BY:
/fT�/�.�
o
DATE: ° 77
PERFORMED BY:
P�
T
—
�
dS•
Q
s.d
0
A
(>tfl�.
G4•
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
TEST RUN BETWEEN
FT AND
•r FT
COMMENTS TFi� /p
�/� %G I-eJ-,r 1144 .%'/S A AA
r//✓ & 6r- Zel6s"t Z
R E~L Q r?sti 1°':VLI %/��QT
D�/ Ta T'NL
LAYlz/�C'/J Gcz;�D/T/r/� o!
714CYE`Fr ^/T
r/f.dT qpz,iY//rG
of ##9O
S1dev�n 44,6,
/ioEA/
/2
ilAX 45 7y
dF
rr�C.6,c4
_A
�� tT /7 CERTIFIED
BY:
/fT�/�.�
o
DATE: ° 77
PERFORMED BY:
20
Iu1
LJ
I
PERCOLATION RATE
t
` �/7//�
(minutes/inch)
TEST RUN BETWEEN
FT AND
•r FT
COMMENTS TFi� /p
�/� %G I-eJ-,r 1144 .%'/S A AA
r//✓ & 6r- Zel6s"t Z
R E~L Q r?sti 1°':VLI %/��QT
D�/ Ta T'NL
LAYlz/�C'/J Gcz;�D/T/r/� o!
714CYE`Fr ^/T
r/f.dT qpz,iY//rG
of ##9O
S1dev�n 44,6,
/ioEA/
y°u YidE SLY STf H ikC
ilAX 45 7y
dF
rr�C.6,c4
_A
�� tT /7 CERTIFIED
BY:
/fT�/�.�
o
DATE: ° 77
PERFORMED BY:
72-008 (7/76)
e,
J
k
{ LIS 14!
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water 8 Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 015-511-10 COSA# QS C 101006
1. GENERAL INFORMATION Expiration Date: 7/ -go
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
MACBETH S/D• BLOCK 2 LOT 2
6700 MACBETH DRIVE " ANCHORAGE, AK • 99516
JIM MARTIN Day phone 346-1752
6700 MACBETH DRIVE ' ANCHORAGE, AK • 99516
Day phone
GREG MOORE W/ PRUDENTIAL Day phone
762-8189
3801 CENTERPOINT DR #200 * ANCHORAGE, AK • 99503
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
N
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
❑
Community On-site
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions In the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
'As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation, based orkpfocedures outlined in the Certificate of On -Site Systems Apf Guidelines for this application,
shows that the on-�ater supply and/or wastewater disposal system is (are) safe, fQonal and adequate
for the number of oms and type of structure indicated herein. I further verify thdii s on the
information obtainld from the Municipality of Anchorage riles and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Finn GARNESS ENGINEERING GROUP, Ltd.
Address 3701 E. TUDOR ROAD, SUITE 101 + ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, LtD. attempted to provide a thorough,
conscientious engineering analysis of the system In accordance with ADEC and MOA
DSD Guidelines 6 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. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report Is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person orparty is not authorized, nor will it confer any legal right whatsoever.
S. DSD SIGNATURE
Approved for
Disapproved.
Conditional approval for
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
bedrooms.
L�--
bedrooms, with the fltowing
Phone
337-6179
Date -z IO
••I Gar ess:
r
CE— F v
0F'.O,' .
ON-SITE
WASTEWATER
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Nitrat dv'sory Other
ByOriginal Certificate Date:
(Rev. IIM)
Municipality of Anchorage
Development Services Department -
Building Safety Division
\ _ On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 995196650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: MACBETH S/D: BLOCK 2, LOT 2 Parcel ID:
A. WELL DATA "ASSUMED BASED ON SURROUNDING WELL LOGS. 'SEE 'ATTACHED.
Well type PRNATE If A. B, or C provide PWSID# N/A Well Log (Y/N) YES
Date completed 10/25/1977 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES
Total depth 200 ft. Cased to •40'+ ft. Casing height (above ground) 12+ in.
FROM WELL LOG
Date of test 10/25/1977
Static water level 165 ft.
Well production 20 g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mi.
Arsenic: <5 ug./L.
AT INSPECTION
3/23/2010
166 ft.
3.2+ g.p.m.
Nitrate 0.373 mg./L. Other bacteria 0 colonies/100 ml.
Date of sample: 2/26/2010 Collected by: GEG Ltd.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material S.T.E.P./STEEL
Tank size 1250 gal. Number of Compartments E
Foundation cleanout (YIN) YES Depression over tank (Y/N) NO
Date of pumping NEW Pumper
C. ABSORPTION FIELD DATA BELOW FINAL GRADE INORTH TRENCH/SOUTH TRENCH
Date installed 4/20-22/2010Soil rating .p.d./ or ft'/bdrm) 0.45 System type DUAL TRENCH
(37' & 39') 7.04/7.05 ft.
Length 76 TOTAL ft. Width 2.5/2.5 ft. Gravel below pipe
• 10.77/
Total depth 11.01 ft. Eff. absorption area 1070 ft' Monitoring tube YES Depression over field NO
Date Installed 4/20-22/2010
Cleanouts (Y/N) YES
High water alarm (Y/N) YES
Date of adequacy test NEW Results (Pass/Fail) — For=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.) (Y/N & type) — If yes, give date
D. LIFT STATION
Date Installed 4/20-22/201 o Size in gallons 1250
"Pump on" level at 41 in. "Pump oft" level at 41 in.
Datum BOTTOM OF TANK
E. SEPARATION DISTANCES
Manhole/Access (Y/N) YES
High water alarm level at 45 in.
Cycles tested NEW Meets alarm & circuit requirements? YES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+
Absorption field on lot 100'+
Public sewer main N/A
Sewer /septic service line 25'+
On adjacent tots 100'+
On adjacent lots 100'+
Public sewer manhole/cleanout N/A
Holding tank
Animal containment areas 50'+ 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 100+ 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 / 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.
Engineers Printed Name JEFFREY A. GARNESS
Date 411V,L10
COSAFee Sa50 Rksh lr-,t')
Date of Payment17�i 10�sU�f
Receipt Number 0 G I g I (0 00 12-6
(Rev. 11105)
Waiver Fee $
Date of Payment
Receipt Number
�z
§&4
|
§
I
�,
P ,
l MUNICIPALIT OF ANCHORAGE (/ f
r MUNICIPALITY OF ANCHORAGE DEPT I'FALTH &
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECT[ ONENVIRONMFNTAL Pi JTECTION
825 L Street - Anchorage, Alaska 99501
ENVIRONMENTAL ENGINEERING DIVISION
'EC 7 1978
Telephone 264-4720 Drx E D
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER F C L I S
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
1. PROPERTYOWNER PHONE
MAILING 61?0
PROPERTY RESIDENT (If di
/� o -r i L
Al LI
6. TYPE O
;G
;rwlpTinm
NUMBER OF BEDROOMS
❑ One ❑ Four
❑, Other
THIS SIDE FOR OFFICIAL USE ONLY
INSPECTION APPOINTMENTS I DATE RECEIVED
u�necrwrva;
1. TYPE OF RESIDENCE
NUMBER OF BEDROOMS
❑ SINGLE FAMILY
❑ ONE ❑ THREE Cl FIVE ❑ OTHER
❑ MULTIPLE:FAMILY
❑ TWO ❑ FOUR ❑ SIX
2. WATER SUPPLY
PERMIT NUMBER
❑. INDIVIDUAL
DEPTH OF WELL.:
❑ COMMUNITY
DATE DRILLED
❑ PUBLIC UTILITY
Connection Verified
LOG:RECEIVED
3.. SEWAGE DISPOSAL SYSTEM
PERMIT, NUMBER
DATE INSTALLED'
,CINDIVIDUAL/ON-SITE
❑PUBLIC.UTILITY .,
Connection Verified
INSTALLER
❑SepticTank or ❑ HoldingTank.....
Size: If Tank is homemade
givedimensions:
,SOILS RATING
TYPE OF TANK n h1
-1
MANUFACTURER
=T `
TOTAL ABSORPTION AREA MATERI
4. DISTANCES SepticdHolding Tank lAbsorption Area Sewer Line Nearest Lot Line
WELL TO:
Absorption Area to nearest Lot Line
5. COMMENTS
LEGA.DESCRtP"
72 -010 -( Rev. 3/78)s
December 12, 1978
James D./Margaret E, martin
2051 Stonegate Circle
Anchorage, Alaska 99567
Subject: Lot 2 Block 2 Macbeth Subdivision
Before this department may approve the requat for the
sewer and water facilities, we will need a well log
submitted to this tiff ice
if there are any questions# phase contact this office
at 264--47211.
Sincerety,
Robert C. Pratt, R.S.
Associate specialist
RCP/ljw
cc National Rank of Alaska
Pouch 7-025 99510