HomeMy WebLinkAboutHERITAGE HILLS BLK 3 LT 5Heritage Hills
Block 3
Lot 5
#015-221-13
Municipality of Anchorage
Development Services Department
Building Safety Division
Onsite Water 8 Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3
Onsite Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW060079 PID Number. 015-221-13
Name: RICK ONORATO
Wastewater System: ■ New O Upgrode
Address:
3961 McMAHON AVE. a ANCHORAGE, AK 99516
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 351-0988 3
O Deep Tnnth O Shallow Trench O Bad ■Mound OOlher
LEGAL DESCRIPTION
SCA Ra":
2.0
Tda D.pN Inn «grind groes:
SEE DWG. ft
Gn/sg. rL
81oc1k: Lot: Subdivision:
DWh to pipe bottom eon Ortgkid pees:
Grenl depth bwwdh pipe:
0.55
3 5 HERITAGE HILLS
SEE DWG. n.
rL
Township: Range: Section: —
-
IM aeeod sbp Ortphd pods:
GrunO Mnpk
40
-
SEE DWG. rL
n
WPM "CP:
N„mWr M W.s:
Qetonoe 1.t . Mies:
WELL: ■ New O Upgrade
8 rL
2
- R
tla•s.lcahari print.. A6.0 :
Total Depaa
Cored To:
Told ob•."'kn Ono:
Roe wAAM :
D 3034/ F-810
PRIVATE
232 n.
232 Ft
240 so. n.
Dnw.:
W. Drwee:
17/25/2006
stats orris, L« ..
kwtdM: GEG Ltd.
oat. 8/4/2006
ALPINE DRILLING
199 rL
�."
R.wp set AL
casing rleigrt Abe" Grmrna
TANK
20 cpN
UNKNOWN R
2 n
SEPARATION
DISTANCES
■septic 0Holding 0S.T.E.P. OOther
io
Septic
Absorption
Lift
Holding
ubric/prhe"
MPO11Od' N
ANCHORAGE TANK
cApo<b 9-1
1000
From
Tank
Field
Station
Tank
sews, Uwe.
Well
100'+
100'+
100'+
—
25'+
"-'OL STEEL
d wnpannw.. 2
Surface Water
too'+
100'+
loo'+
—
—
LIFT STATION
Six* In gab r
lniwrwtl-.
Lot Line
e2'
02'
5'+
-
-
500
PREMIER PLASTIC
ump on Y..I au
pem0 all M+eI eL
Nph "or d WL.
Foundation
5'+
10'+
5'+
-
-
"TIMER"
"TIMER"
1 46"
"0 t Y .
Elect," kwweti«ie p•rlarmed br.
Curtain Drain
Nq'NEVer,ip
KNOWN
/20 OSI 05 HHF
M.O.A.
Remarks: 02' LOT UNE WAIVER GRANTED JWR020030
BENCH MARK
Lewtnn one l waipb
TOP OF MAHOLE LID OVER DRAINFIELD
w.ani.e Er.mbi.. 100.00
rL
ENGINEERS SEAL
Inspections performed by: GEG, Ltd. Dates: 1st 8/2/2006
-
2nd 8/3/2006
0 (`. �F....���Q
3rd 8/4/2006
:..
oOD
Development Services Department Approval
L
0
Reviewed and approved by: Date:
r rey A. ornes.. .
QQ4e '•
CE -79 3 : :O
lot to
���°'Orofsssto�
"Nate: S' �%
Reviewed and approved by:
PERMIT NUMBER:
SWO60079
11
F
11
AS -BUILT DRAWING
A B
13.4 13.3 �
32.s zo.e rNll 7,\, I- - J
C01
0
C0z
CO3
66.4
32.7
C04
69.6
34.8
MT
71.1
36.6
MH2
71.7
39.2
MH3
73.2
41.1
SP
73.8
42.3
MT2
76.5
46.1
C05
85.0
58.4
COG
88.4
60.4
MT3
83.0
56.5
STI
85.4
47.9
ST2
80.1
43.4
DBLI
86.6
50.3
DBL2
86.1
50.1
MH1
65.1
49.8
J
1�• RAp1U I
TH/1 M/
STN c
CO2
col
i
PARCEL ID NUMBER:
015-221-13
ALTERNATE E. WILL
REQUIRE CATEGORY III
I
\
1000 CALLON
SEPTIC TANK
c / � �TH/2
EW
/ HOUSE./ +•. �'.::� „• ..L f ...:, :.•J •:,
GARNESS ENGINEERING GROUP, Ltd.?
CONSULTANTS& GENERAL CONTRACTORS 0 •' ••••••••A'
3A1 L TIOOII IGD. 11111[ 101 AMGl10eM.L Mf eY50) HIGL (M111T1-e1T FM (e0n33e ' e091L -e.e Me•e
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •• ••••• •••••; •••
RICK ONORATO 351-0988 2 OF 3 O�Q a •• e t y ness:
LEGAL DESCRIPTION: DRAWN B.F.M. �O �'e C Z-Q.{�.•�AdOa
HERITAGE HILLS; LOT 5, BLOCK 3 Q .e ! • 60
TYPE OF WORK: DATE: 44oO�O�Op06o
AS -BUILT FOR NEW SEPTIC SYSTEM 10/17/2006
(Rev. 0IM5)
0
N
FEILD
O
ry
C
O
I
S00 CALLON
Q
UFT STATION
w
Lli
MH
DOUBLE
CLEANOUTS 1&2
LL
I
\
1000 CALLON
SEPTIC TANK
c / � �TH/2
EW
/ HOUSE./ +•. �'.::� „• ..L f ...:, :.•J •:,
GARNESS ENGINEERING GROUP, Ltd.?
CONSULTANTS& GENERAL CONTRACTORS 0 •' ••••••••A'
3A1 L TIOOII IGD. 11111[ 101 AMGl10eM.L Mf eY50) HIGL (M111T1-e1T FM (e0n33e ' e091L -e.e Me•e
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •• ••••• •••••; •••
RICK ONORATO 351-0988 2 OF 3 O�Q a •• e t y ness:
LEGAL DESCRIPTION: DRAWN B.F.M. �O �'e C Z-Q.{�.•�AdOa
HERITAGE HILLS; LOT 5, BLOCK 3 Q .e ! • 60
TYPE OF WORK: DATE: 44oO�O�Op06o
AS -BUILT FOR NEW SEPTIC SYSTEM 10/17/2006
(Rev. 0IM5)
IPERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: I
SW060079 015-221-13
FINAL GRADE - 99.30
STI ST2
TOP OF TANK TOP OF TANK
AT INLET - 93.94 AT OUTLET - 93.90
INVERT OF BUNG
AT INLET - 92.93
NEW 1000 GALLON
INVERT OF BUNG SEPTIC TANKFATV7OUTLET
UNG
AT INLET - 93.43 93.08
FLOATS
TH11
INSULATION
FILTER FABRIC -
MT
TOP OF SAND
- 97.30-
H20
7.30 -
H2O O 91.34 ON ,t?r
5/10/2008
�2'4'
BOTTOM OF BED
- 95.34 e•
RELATIVE ELEVATION OF BOTTOM OF
TESTHOLE - 84.84
/-TOP OF MANHOLE
- 100.00
500 GALLON
NORWESCO
JFT STATION
- 99.34
POINT
R OF DISTRIBUTION
LINE - 97.85
GARNESS ENGINEERING GROUP, Ltd.
...
CONSULTANTS b GENERAL CONTRACTORS D' A.... .............
3M' L TAM eMA M[ 101 • U[Iu.LL M Mlof • F10.L ebi)=n '" • F" (W?) " • p ' .•..w••••-a+•�M-•
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .• •••• • •••••• ••••••..... 0
':5e G ness.:
RICK ONORATO 351-0988 3 OF 3 �Q p y
e '•
LEGAL DESCRIPTION: DRAWN 8Y: QO CE—
3 B.F.M. OQ's. 1JI LJ46• ' o�ao
HERITAGE HILLS; LOT 5. BLOCK
roresslo
TYPE OF WORK: DATE: 4o���OpOO of
AS—BUILT FOR NEW SEPTIC SYSTEM 10/17/2006
(R.. 01ID9)
ALPINE DRILLING & ENTERPRISES
Permit Number:llSW060079 Date of Issue: 5-05-06 Parcel Identification Number: 015-221-13
Date Started: 7-25-06 Date Completed: 7-26-06 Is well located at approved permit location? ® Yes ❑ No
Legal Description: Heritage Hills Blk 3 Lt 5
Property Owner Name & Address: Rick Onorato
34G1 hlcmahca bl
dnnhnrnnn dlnekn 00.51R
Borehole Data:
Depth (ft)
Method of Drilling ❑ air rotary ❑ cable tool
Soil Type, Thickness &: Water Strata
From
To
Casing type: steel
oragnics
sandy silty gravel
silt
sandy silt
0
1
16
35
1
16
35
45
Wall Thickness: .250 inches
Diameter: 6 inches Depth: 232 feet
Liner Type:
Diameter: inches Depth: feet
Casing stickup above ground: 2 feet
silty gravel
45
78
Static water level (from ground level): 199 feet
silty gravel
78
106
Pumping level: 232 feet after
gravel
106
121
2 hours pumping 20 gpm
gravelly silt
152
172
Recovery Rate: 20 gpm
silt
172
190
Method of Testing: airlift
Well Intake Opening Type:
® Open End ❑ Open Hole
❑ Screened Startfeet Stopped feet
❑ Perforations Start feet Stopped feet
gravelly silt 190 222
silty water sand & gravel 222 229
water sand &gravel 229 232
Grout Type: bentonite granules Volume: 1
Depth: Start 0 feet Stopped 7 feet
Pump: Intake Depth feet
Pump size hp Brand Name
Well Disinfected Upon Completion? ® Yes ❑ No
Method of Disinfection: chlorine tablets
Comments:
Well Driller: Alpine Drilling & Enterprises
PO Box 110496
Anchorage Ak 99511
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
owner or the well driller shall provide a well log to the Development Services Department within 60 days of completion.
From +19078308507 Tue Aug 8 18:34:40 2006 Page 1 of 1
INSPECTION REPORT
MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION
4700 SOUTH BRAGAW
INSPECTION INFORMATION &HELP: 343-7962
INSPECTION: VOICE 343-8300 INSPECTION: FAX (907)249-7777
www.munl.org/BSD/Inspections.dm
NAME Kevin
PERMIT k: 06-8583
COMPANY: Rising Son Electric
INSPECT DATE: 819/2006 AM
PHONE #: 250-1100 PHONE #:
PHONE #:
ADDRESS: 12220 FREEDOM RD
LOT 5 BLOCK 3 SUBDIVISION: HERIfAGEHILLS
._GRID#: SW2737
COMMENTS or DIRECTIONS
Underground Inspection Only Thanks Kevin
TYPE OF INSPECTION: Rotro Electrical I Underground
' Electrical
COMMENTS: (FOR INSPECTOR USE ONLY)
PRINTED NAME DATE:
r
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water d Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Renewal
Date Issued: May 05, 2006
Expiration Date: May 05, 2007
Permit Number: SWO60079 Parcel ID: 015-221-13
Legal Description: HERITAGE HILLS BLK 3 LT 5
Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 012220 FREEDOM RD
Owner Name: RICK ONORATO Lot Size: 15000 SO. FT.
Owner Address: 3961 MCMAHON AVE Total Bedrooms: 3 Permit Bedrooms: 3
ANCHORAGE. AK 99516 -
This permit is for the construction of:
E Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy E 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.
5. The following special provisions.
The subsurface disposal field is not within a 30 foot radius of a test hole. The Engineer needs to do an additional test
hole during the construction of the septic field. Please submit stamped and signed results with the As -built Inspection
Report. If the results require a design change, construction of the system will stop pending On -Site review and
approval.
Received By:
Date:
Municipality of Anchorage
Development Services Department
^� Building Safety Division
/
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 SEPTICIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcell.D. 2 21 f3
Property
phone Sys O 03S
Mailing address !3p"/ &e- Zip Code
Site address
6712 Z ZO /it
Legal description (Sub'd, Block & Lot)
Legal description (Township, Section & Range)
Lot Size /-Smm� Sq. Ft.
THIS APPLICATION IS FOR (®all that apply):
Absorption Field
Ej
Septic Tank
El
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
Code
Number of Bedrooms 3
THIS APPLICATION IS AN:
Initial
❑
Upgrade
❑
Renewal
1 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.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Waiver Fees:
Date of Payment: 419�/a4 Date of Payment:
Receipt Number: Receipt Number:
(Rev. 11105)
GARNESS ENGINEERING GROUP, Ltd.
a_cr__--- CONSULTANTS & GENERAL CONTRACTORS L=
April 26, 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 Well and Septic System Design for Heritage }sills Subdivision; Lot 5, Block 3
To whom it may concern:
The proposed 3 bedroom house will be served by an onsite well and septic system. A permit was
issued for this property on 7/3/2002 and reissued on 8/3/2004. The permit has expired and
neither the well or septic system were installed. The original design was for 3 bedrooms and
included the use of an advanced wastewater system. We are proposing that a SCAT Aerocell
System be installed on this property. The owner has already signed a maintenance agreement
from the original submittal. This maintenance agreement should still apply. Comments regarding
the design are summarized as follows:
SOILS AND GROUNDWATER CONCERNS: Two soils logs were previously submitted to
your office in the 2002 design package. New copies of the soils logs with are current logo and
address have been attached. See the attached log, which shows the soil classifications,
groundwater monitoring, and the percolation test results. The test holes were dry when they were
excavated and the soils were very powdery with little or no moisture content. After seven days,
the monitoring tubes and benches were checked and found water to be at 4 feet in TH#1 and at 7
feet in TII#2. We believe that these groundwater level readings are false due to snowmelt and
spring runoff flowing into the benches. The groundwater levels were checked today, 4/26/2006.
Groundwater was found to be at 12 feet below the ground surface. It is our opinion that this is an
accurate groundwater reading and represents the groundwater level in this area. however, to be
conservative, we are allowing for a significant rise " in groundwater and will anticipate
groundwater to rise to no more than 6 feet.
DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
SURFACE WATERS: There is no surface water within 100 feet of the proposed septic system.
3701 E. Tudor Road Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.com
TOPOGRAPHY: The lot is generally flat; in short, there are no slope concerns
CLOSING: I am open to any suggestions
improvement to the proposed design. I am u
would have on adjacent wells or septic systems.
337-6179. Thank you for your assistance.
P.E., M.S.
from your department, which would be an
naware of any adverse impacts this installation
If you have any questions, please contact me at
NOTE: yAtiached is a sire plan drawing, a design drawing, a detail drmving, three soil logs, which are all part ofthe
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' Far: (907) 338-3246' Websitc: garncssenginecring.com
TRACT D. SE 1/4. SECTION 22. 712N. Raw
WNDfh•LDPE,
ALTERNATE
-------------------------------
--------
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
�'xF,HERITACE
-----
CSEp� / / \HERITAGE HILLS S/DLOT 7,BLOCK 3 HILLS 5/D 6. BLOCK 3�AonS.r�
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LOT 11, BLOCK 3
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PROPOSED SEPTIC SYSTEM
`SEE DESIGN, PAGE 2 OF 4)
i HERITAGE HILLS S/D `
LOT 1, BLOCK 2 \
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EAST 131st AVENUE
\ /
7-1
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.OT 4, BLOCK 3
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\ LOT 3, BLOCK 3 /
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LOT 2. BLOCK 3 1'
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GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS i GENERAL CONTRACTORS
AI , Tg011 I . P 101 .I2MOIYL(. M M'A1 . wlpK(W71M?- l T • FM (M7JSJ!-]7N . I '. w - I 1
PREPARED FOR: PHONE NUMBER: PACE NUMBER: )
RICK ONORATO 345-0035 1 OF 5
LEGAL DESCRIPTION: DRAWN BY:
HERITAGE HILLS SUBDIVISON; LOT 5. BLOCK 3 J.L.M.
TYPE OF WORK: DATE'
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 4/25/2006
(R". OIMS)
PROPOSED [SEPTIC
3 BEDROOM All
OUSE
\ / HERITAGE HILLS S/D
LOT 3A, BLOCK 1
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HERITAGE\HILLS S/D I I
LOT 7, BLOCK I
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NUMBER OF BEDROOMS: 3
GALLONS PER DAY (CPO): 450
PERCOLATION RATE/S: 28.5 k 15
PROPOSED APPLICATION RATE: 2.0
MINIMUM DRAINFIELD SO.FT.: 225
DRAINFIELD DESIGN:
MAXIMUM DEPTH: 2.0 FEET (MAX.)
WIDTH: 8 FEET
LENGTH: 30 FEET
M.O.A. APPROVED SAND FILTER: 2.0 FEET
EFFECTIVE: 0.5 FEET
REDUCTION FACTOR: N/A
ACTUAL SO.FT.: 240
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT CEG. 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
L
I I 2' LOT UNE WAIV I Tr T�
PRP T 0' W I I TH/01 II 1 I I A
I�I I I II
POSED WELL I /Ct. CO o O` od11
PROPOSED3 BEDROOM/ H CO C01
HOUSE
W;H#2
.•;.
4-- I
ITEMS FLAGGED BY A REGISTERED LAND SURVEYOR
PRIOR TO CONSTRUCTION: 1) THE PROPOSED WELL
AND 100' WELL RADIUS, 2) THE NORTH AND EAST
GARNESS ENGINEERING GROUP, Ltd. 4
CONSULTANTS A GENERAL CONTRACTORS
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TEPARED FOR: PHONE NUMBER: PAGE NUMBER:
RICK ONORATO 345-0035 2 OF 5 0� P ':JJ`
:GAL DESCRIPTION: DRAWN BY:
HERITAGE HILLS SUBDIVISION; LOT 5. BLOCK 3 J•L•M• �Q�•
PE OF WORK: DATE' 40
DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 4/26/2006
(Rev.0t05)
►i
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•ALTERNATE 1. WILL
REQUIRE CATOGORY III
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CONSULTANTS d GENERAL CONTRACTORS
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PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
RICK ONORATO 345-0035 2 OF 5
LEGAL DESCR)PnON: ORA" BY:
HERITAGE HILLS SUBDIVISION. LOT 5. BLOCK 3 I J.L.M.
: OF WORK:
DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM
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sial a swa row. sun 101 • rreMc - m. wwr . wa[: sw r -sl» • FW w -.uw • .msec a• w.-+
SOIL LOG — PERCOLATION TEST ... ....:....�
LEGAL DESCRIPTION: HERITAGE HILLS SUBDIVISION; LOT 5, BLOCK 3 .'J t E A.jnese• app
PERFORMED FOR: RICK ONORATO DATE: 4 26 2002
—795)
PERFORMED
DEPTH O,y PCO TO Sbi°�OOp�
(fel) TEST HOLE 1 �000000�
ORGANICS
SOIL CLASSIFICATIONS
2
GWORG
3 ay.•t GP I — ML
G M GM CL
q GC OL
• •°• o SW MH
5 SP CH
SM OH
6 SC
7
8
9- GM/ML
10 MORE SILT
w/ DEPTH
11
12
13
B.O.H.
15-
16-
17
51617
18
PERCOLATION RATE 28.2 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 4 FT. AND 5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JASON WOOD PERCOLATION TEST PERFORMED BY: JASON WOOD
COMMENTS: •THIS READING IS BELIEVED TO BE FALSE DUE TO SNOW MELT AND SPRING RUNOFF RUNNING INTO BENCH.
PERFORMED BY AKWWC. INC. 1• JEFFREY A. GARNESS. CERTIFY THAT THIS S PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Zb OC
DEPTH TO
GROUNDWATER
DATE
DRY
4/26/2002
•4'
5/7/2002
Iz
N st, ob
2:40
—
DATE
14
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
4/26/2002
1
2:40
—
6•
91/8-
2
3:10
30
4 3/4•3
I
� HERITAGE HILLS S/D
—6•
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. LOT 6. BLOCK 3
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� LOT 4, BLOCK 3
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$EPti'IC
SITE PLAN
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DATE
14
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
4/26/2002
1
2:40
—
6•
91/8-
2
3:10
30
4 3/4•3
3:10
—6•
4
3:40
30
4 78•
5
3:40
—
6•
—
6
4:10
30
4 15 t6•
1 1 16•
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS—�
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION:
PERFORMED FOR: RICK ONORATO
(f
(feet)
TEST HOLE 2
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
16
15
ORGANICS
GM/ML
MORE SILT
W/ DEPTH
DEPTH TO
GROUNDWATER
DATE
DRY
4/26/2002
07'
5/7/2002
1;µ4o CAI IcQ
i
t bdc6j
-
2
ummi
30
I,
2 1/4-
3
iiia.
—
6-
—
HERITAGE HILLS S/0
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/
5
111111111
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6
4:12
I
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DEPTH TO
GROUNDWATER
DATE
DRY
4/26/2002
07'
5/7/2002
1;µ4o CAI IcQ
i
t bdc6j
—
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
-- --
_
4/26/2002 1
2:42
i
6-
—
2
3:12
30
I,
2 1/4-
3
3:12
—
6-
—
HERITAGE HILLS S/0
3:42
30
LOT 6. BLOCK 3
/
5
lC1,Vrll ehrttc 1
r
I
I
I
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6
4:12
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4-
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HERITAGE HILLS S/D
'
'
I
'LOT 4, BLOCK 3
,
'
CFEP?IC -
SITE PLAN
;ARS
1 100'
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
4/26/2002 1
2:42
—
6-
—
2
3:12
30
3 3/4-
2 1/4-
3
3:12
—
6-
—
4
3:42
30
3 15/16-
2 1/16-
5
3:42
—
6-
—
6
4:12
30
4-
2 -
PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4 FT. AND 5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JASON WOOD PERCOLATION TEST PERFORMED BY: JASON WOOD
COMMENTS: *THIS READING IS BELIEVED TO BE FALSE DUE TO SNOW MELT AND SPRING RUNOFF RUNNING INTO BENCH.
PERFORMED BY AKWWC, INC. I, JEFFREY A. CARNESS, CERTIFY THAT THIS W S PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: i b ��
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
AND
. THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this W k
day of A v v 20p3, by and between /1 /e-��1+�� f Di✓o.��f.'o, herein the
"OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In
consideration of the mutual covenants contained herein, the parties to this Memorandum of
Understanding agree as follows:
1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants
permission to Owner to utilize and operate an Advanced Wastewater Treatment System
L -S U-3 a
(AWWTS), described as r ft , M located "at /22 1 6 Froe�ee. Dr
Anchorage, Alaska.
2. Definitions.
A. Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces
not included in the original construction permit and design. Prior to
performing any alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65
B. Certificate of On -Site Systems Approval. 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 AMC
Page 1 of 5
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.
C. Damage. Any man-made or natural change in a system that would
inhibit the system from performing as designed.
D. 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.
E. Permit (Construction). An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating). An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all requirements
of this agreement, the conditions of the 'Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit
and all relevant provisions of AMC 15.65.
3. Fee.
Owner
shall pay to
Municipality
an
annual fee of 2.vo
($_0.00),
payable
on or before
the issuance
of
the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
Page 2 of 5
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AWWTS. The term begins on the date of approval by the Municipality of the installed system
and shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of on site approval is issued to the
new owner or transferee of the property.
5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not
to make any alterations, removal of parts or additions to the AWWTS without a Construction
Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner
during the term of this Memorandum of Understanding, and any extensions or 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. Further, owner agrees to
comply with all applicable ordinances, laws, regulations, rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the terms and
conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be
submitted to the Municipality annually upon the renewal of the permit. The schedule of
maintenance and repair contained in the Owner's AWWTS Operating Permit is:
Page 3 of 5
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the systems.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification
guidebook for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AWWTS.
7. Nonwaiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in
any way affect the validity of this Memorandum of Understanding or any part hereof, or the
right of such party thereafter to enforce each and every provision hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with the same
formality as this Memorandum of Understanding was executed and such writing shall be
attached to this Memorandum of Understanding as an amendment.
PaL,e 4 of 5
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Owner:
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding 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 Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed invalid
by a court of competent jurisdiction shall not invalidate the remaining provisions of the
Memorandum of Understanding.
OWNER: MUNICIPALITY:
By: By:
Title:
Date: 6 y' 0� Date: dU rir�
aOTA/�y �s4v
STATE OF ALASKA ) = : a J'UBLIG
ss.
THIRD JUDICIAL DISTRICT ) �..aFa ;`�
., _ �
The foregoing instrument was acknowledged before me this day of l , 200�; by
the ��i�e of �` > on IVehalf of
MunicipaliVy of Anchorage.
N�T.�ARY PUBLIC FOR ALA
y
U
Page 5 of 5
My Commission expires:
RichanMSSIGNMEN741AACode Addendum AMC 15.65 (N00-0257DMc=mnudm of Undcrs=ding Version Wdoc
Page 6 of 5
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
ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Renewal
Permit Number: SW040315
Date Issued: Aug 03, 2004
Expiration Date: Aug 03, 2005
Parcel ID: 015-221-13
Legal Description:"HERITAGE HILLS BLK 3 LT 5
Design Engineer: 0041 AK Water & Wastewater Consultan+ Site Address: 012220 FREEDOM RD
Owner Name: Rick Onorato Lot Size: 150000 SO. FT.
Owner Address: 3961 McMahon Ave. Total Bedrooms: 3 Permit Bedrooms: 3
Anchorage , AK 99516 -
This permit Is for the construction of:
Q 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 clused on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By.
Date: 8
Date: � /n�
Municipality of Anchorage
• --1 Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.enchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. Q/S'—��� 13 Permit Number SW6�-W9w
Property owners)
KcCIG
IUMAAa c.�
Day phone 3V -!00135
Mailing address (1)
3qCo/
7K&_1A& zrA �i/c.
��A q41 574,
Mailing address (2) Zip Code
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
Lot Size 1546106 Acr q.Ft:
THIS APPLICATION IS FOR:
Number of Bedrooms 3
Sewer Only ❑ Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade [a"
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
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.
(Signature of property owner or authorized agent)
Permit Fees: % 5- 'C4jZ) )tt%jkt Waiver Fees:
Date of Payment: Pq k Date of Payment:
Receipt Number: 5-5g33 Receipt Number:
(Rev. 12100)
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water d Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Renewal
Date Issued: Aug 04, 2003
Expiration Date: Aug 03, 2004
Permit Number: SW030296 Parcel ID: 015-221-13
Legal Description: HERITAGE HILLS BLK-3 LT - 5
Design Engineer: 0041 AK Water & Wastewater Consultarn Site Address: 012220 FREEDOM RD
Owner Name: Rick Onorato Lot Size: 150000 SO. FT.
Owner Address: 3961 McMahon Ave. Total Bedrooms: 3 Permit Bedrooms: 3
Anchorage . AK 99516 -
This permit is for the construction of:
❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ 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:
�;� Date: g' 14 '�,�
Municipality of Anchorage
Development Services Department
..D'
Building Safety Division .> -•,• , .
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
On! -SITE SEWER.MIFLL_PERMIT AP?I-KATION _.-_.-
FOR A SINGLE FAMILY DWELLING
Parcel I.D. f /l c'il. , /l �3 Lfs Permit Number SW 0PZ OoZ C (F'
Property owner(s)
IK j -,,D
Day phone
Mailing address (1)
m
�7' /✓Iw`u-',✓
i�1_ "I _'
Mailing address (2) Zip Code
Legal description (Lot, Block & Sub'd.) /7t�of.+sa �G z' -'o _?
Legal description (Section, Township & Range)
Lot Size 1 �Iy U () Acres/Sq.Ft.
THIS APPLICATION IS FOR:
Number of Bedrooms 3
Sewer Only ❑ Well Only ❑
Sewer and Well 0 Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
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 PgMN andjs,,K�c-cordance with applicable Municipal Codes.
of property owner or authorized agent)
Permit Fees: 1$'/0 10
Waiver Fees:
Date of Payment: C- /V 0 3 Date of Payment:
Receipt Number: (o 3 S Receipt Number:
(Rev. lvoo) i �w 7/9/01
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
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Permit Number: SW020208
Date Issued: Jul 03, 2002
Expiration Date: Jul 03, 2003
Parcel ID: 015-221-13
Legal Description: HERITAGE HILLS BLK 3 LT 5
Design Engineer: 0041 AK Water & Wastewater Consultarr Site Address: 012220 FREEDOM RD
Owner Name: Rick Onorato Lot Size: 15000 SO. FT.
Owner Address: 3961 McMahon Ave. Total Bedrooms: 3 Permit Bedrooms: 3
Anchorage . AK 99516 -
This permit is for the construction of:
[j Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy 0 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: 7.3 " 02
Date: 71310?-
(
Municipality of Anchorage ,
• Development Services Departmentgj,pl:
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
ON—SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. yr /S- o5 v 1-/3 Permit Number SWO2 0208
Property owner(s) RICK ONORATO
Day phone 351-0988
Mailing address (1) 396i, I Mt
Maxton
AUG
Mailing address (2) At,C ,r,,o,
AK
Zip Code 01951(o
Legal description (Lot, Block & Sub'd.)
LOT 5,
BLOCK 3, HERITAGE HILLS SUBOMSION
Legal description (Section, Township & Range)
N/A
Lot Size /5=' Acre
S .Ft.
Number of Bedrooms 3
THIS APPLICATION IS FOR:
Sewer Only
❑
Well Only
❑
Sewer and Well
Water Storage
❑
Sewer Upgrade
❑
THIS PROPERTY CONTAINS:
Hot Tub
❑
Jacuzzi
❑
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: X50+y00 =$50
Date of Payment: 1102
Receipt Number. V ooe
Waiver Fees: $ 150
Date of Payment:
Receipt Number:
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
May 23, 2002
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
Ref: Proposed Well and Septic System for Lots 5, Block 3; Timber Ridge Subdivision
ADVANTEXT"1 TREATMENT SYSTEM
To whom it may concern:
1. GENERAL: The proposed 3 bedroom home will be served by a private well and septic
system. Two test holes were excavated on the property. We are proposing to design the septic
system around the 30 foot radii of these test holes. Due to the limited area for a septic system, we
are proposing to use an Advantex treatment system and a bed type drainfield. The proposed well
is to be located in the area shown on the site plan and design drawing.
.t
2. SOILS AND GROUNDWATER CONCERNS: See the attached log, which shows ti:e soil
classifications, groundwater monitoring, and the percolation test results. The test holes were dry
when they were excavated and the soils were very powdery with little or no moisture content.
After seven days, the monitoring tubes and benches were checked and found water to be at 4 feet
in THlf l and at 7 feet in TH92. We believe that these groundwater level readings are false due to
snowmelt and spring runoff flowing into the benches. However, we are going to consider these
groundwater readings to be actual and given the level of treatment provided by the Advantex
system, we are providing a 2 feet separation distance to the highest groundwater reading.
3. DRAINFIELD APPLICATION RATE: The intent is to install an Advantex Treatment
System that will allow the use of a small drainfield in the area around the 30 foot radii of the test
holes. A percolation test was performed in each test hole between the depths of 4.0 to 5.0 feet
and found the percolation rates to be 28.2 and 15 minute/inch. Given the performance of he
Advantex system and that it has received class III approval, an application rate of 5.0 GPD/FTZ
can be used. Regardless, we are going to conservatively assume an application rate of 3.0
GPD/FT2.
6901 Dcbarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246
4. TRENCII DESIGN:
a. Percolation Rate: 28.2 & 15 minutes/inch
b. Allowable Application Rate: 3.0 gallons/day/ft2
c. NumberofBedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 150 fl?
f. Total Depth: 2.0 feet (max.)
g. Effective Depth: 0.5 feet
h. Width: 8 feet
i. Minimum Length: 20 feet long
t, Effective absorption area: 160 ft2
Note: We are proposing that both the primary and alternate sites be installed.
5.ORENCO PACKAGE SYSTEM: The STEP tank with the Advantex Treatment System will
be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by
Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their
standard STEP tank, it is equipped with a high water alarm per M.O.A requirements.
6. SURFACE WATER: There is no surface water within 100 feet of the proposed septic
system upgrade.
7. TOPOGRAPHY: As can be seen on the attached topography site plan, the area for the
proposed septic system is generally flat; in short, there are no slope concerns.
8. LOT LINE WAIVER REQUEST: We request that a 2 foot lot line waiver be granted from
the north and east property line to the proposed drainfields. We are unaware of any adverse
effects on the neighboring property with the granting of this waiver.
8. CLOSING: I am open to any suggestions from your department that would be an
improvement to the proposed system. I am unaware of any negative impacts that this installation
would impose on adjacent wells, or septic systems. If you have any questions, please call us at
1z -r KI -7n
.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, a trench detail, a
topography site plan, two soil logs, and a 7 page constniction specification letter which are all
part of the design package for this septic system.
6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246
TRACT D. SE 1/4, SECDONN 22. T12N, R3W
�•U�
---
PROPOSED AND ALTERNATE SEPTIC
SYSTEMS (SEE DESIGN. PACE 2 OF 4)
--- -------------------
-
`•SEPTIC�♦
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' ,
I
HERITAGE HILLS S/D
LOT 7, BLOCK 3 I
I HERITAGE HILLS S/D
(
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r LOT 1. BLOCK 2 \\
1
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LOT B, BLOCK% S° 1
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1 ;/ !
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♦ \ EAST 131st AVENUE
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PROPOSED I
I /
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I HERITAGE HILLS S/D>--
—��
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LOT 4,
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DATE:
5/23/2002
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DRAWN BY:
ALASKA NAMEl R & VVASTL�'ATKR
J.L.M.
SCALL,
CONSULTANTS. INC.°
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7
6001 DFAACC COAD. SIIITF
?A •
AWH00AGF. AR 00500 • MOW (0 170
g Y (0 MSA-SRA
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PREPARED FOR PHONE NUMBER:
PACE NUMBER:
RICK ONORATO
351-09S
1
OF 4
'••J T y m s.-' +A +
v1V°a' E 953
41a�
LEGAL DESCRIPTION:
HERITAGE HILLS
SUBDIVISION; LOT 5, BLOCK
3
♦�
�vN, Pro(asslofo.f�
TYPE OF WORK:
SITE PLAN
FOR
PROPOSED WELL LOCATION AND SEPTIC SYSTEM
y .^^,y ;�� '
I � �
\ \ \
—PROPOSED DFlEDS
EXCAVATE
DEEP IM BY B FEET
\
WIDE BY 20 FEET LONG. ADD 0.5 FEET
\ \
OF CLEAN, WASHED SEWER DRIINROCK.
`1
BOTH THE PRIMARY AND ALTERNATE
MS ARE TO BEINSTOFF•4)//
DETAIL
1
(SEER DRAWING, AGE
2 I= 10T LINEI
WANER RO UESTED 1 I
1 /
PROPOSEDBERILASS
BEDROOM FlSYSTEMTM
AD✓ANTEX B TREATMENT
(SEE DETAIL. PACE 3 OF 4).
PROPOSED
WELL 37'
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.14'
&
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1
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�g�IOW
177 �..
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'— NOTE THE CONTRACTOR SHALL HAVE THE NORTH k EAST
PROPERTY UNES AND ALL THE 100 FOOT WELL RADII
0
CLOSE TO THE SEPTIC SYSTEM, FLAGGED BY A REGISTERED
LLI
' LAND SURVEYOR PRIOR TO ANY CONSTRCUnON. PRIOR TO
L2J
CONSTRUCTION, A PRE-CONSTRUCTION SITE VISIT WILL BE
I REQUIRED BETWEEN THE CONTRACTOR AND THE ENGINEER.
LL_ I
100' WELL RADIUS 0
AREALA
DATE:
,opd�0
5/23/2002
oa F 4
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DRAWN BY:
ALASKA WATER & WASTE«'ATER
J.L.M.
per..•' '��
:.-y�p�
a. e
SCALE*
CONSULTANTS, INC.
6901 DERAPR ROAD, SUITE 20 • ANCHORAGE. AK 995% • MONE (907)117-6179 • F"(907).118-1116
1"- 30'
• •
O
PREPARED FOR: PHONE NUMBER:
PAGE NUMBER:
RICK ONORATO (907) 351-0988
2 OF 4
Je yness. Q
QOc '•, E 7953
LEGAL DESCRIPTION:
BLOCK 3,
.•.• `FG"
HERITAGE HILLS SUBDIVISION; LOT 5,
t)I .•
Q De P� e9e100°��
TYPE OF WORK:
WELL LOCATION AND SEPTIC SYSTEM
DESIGN OF PROPOSED
000
ULATION TO BE
AdvanTexN Treatment System NOTE:- °� INSTALLED OVER TH°E SEPTIC TANK @ 4'
ADVANTI BEYOND ON ALL SIDES EXCEPT UNDER
AX20 -Mode 1 a
THE ADVANTEX FILTER. THIS WILL ALLOW
40x94Pod �� FOR HEAT TO ESCAPE FROM TANK &
RISE TO THE FILTER ABOVE IT.
r
FWL CRADE�
6' ABS PLOUP-OUT
(TYP2)
6' ABS COUPUNO
OWED TO TANK
(TYP2)
INLET IF�pt
OPTIONAL
SLIDE SECnON
OF 6' PIPE
ER
OVTNS COMECTION PROVIDE -.1500 GALLON
SHEER PROTECTION- ADVANTEX TANK
EKrERD TO
BRIDGE IXGVATgN ATM WITH AX -20 POD
'. -
DATE:
5/23/20C
SIR=a DRAWN BY:
ALASIU «'ATI✓R & WASTE NVATCR Ste: J.L.M.
CONSULTANTS. INC '1
6901 DF9A99 ROAD. SUNTF M • AWHORAGF. AR 99506 • FNONF (007)1376179 • FAX (907)330-37L6
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
RICK ONORATO (907) 351-0988 1 3 OF 4
LEGAL DESCRIPTION:
HERITAGE HILL SUBDIVISION; LOT 5, BLOCK 3,
TYPE OF WORK:
DETAIL DRAWING OF ADVANTEX SYSTEM
.cil'^'Tfti
*.:A.
BIOTUBE
SCREENED
VAULT
EFFLUENT
PUMP
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A. ness.�
ET
r� FEET210 FEET O�
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ryEgT� 1 I
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AL GRADE.
OF COVER
GRADE FILTER
.. �FINAL GRADE.
2' OF COVER
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�� • OILJ/LVUL
tV �'^ DRAWN BY:
1 --
ALASKA WATER & WASTENVATRRs J.L.M.
CONSULTANTS, INC. 6901 DEBARK ROAD. SUITE 2R • ANCHORAGE. AK 99504 • PHONE (90])33)-0119 • FAX (902)3363246 N.T.S.S
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
RICK ONORATO (907) 351-0988 2 OF 4
LEGAL DESCRIPTION:
HERITAGE HILLS SUBDIVISION; LOT 5, BLOCK 3,
DETAIL DRAWING OF BED DRAINFIELDS
.. ........
y a ess:
79
..... eo4o�
•
POSED..AND ALTERNATE SEPTC
S (SEE DESIGNPAGE 2 OF 4)
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ire
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RICK
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ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: HERITAGE HILLS S/D; LOT 5, BLOCK 3
PERFORMED FOR: RICK ONORATO DATE: 4/26/2002
DE
(feet)
1 —___= ORGANICS
2
3 GM
GM/ML
MORE SILT
w/ DEPTH
11
12
13
14
15
16
17
18
19
TEST HOLE # 1
•
d�c6��i[•7:r1NI`�[�
DRY
4/26 2002
i
5/7/2002
1
•�
6-
• '
111111111
3:10
30
I
1
1
%/.p
HERBAGE HILLS 5/D
HNH
•
mirow
3:40
111111111
1 4 7/8-
1
5
iiia.
I
_
—
sae
•
'u111s1
4 15/16-
1 1/16 -
16'
DEPTH TO
GROUNDWATER
DATE
DRY
4/26 2002
"4'
5/7/2002
'
—
6-
—
DATE READING
PERCOLATION
CLOCK
TIME
NET TIME
(MINUTES)
--- --
NET DROP
(INCHES)
4 26 2002 1
'
—
6-
—
i
3:10
30
I
1
1
3:10
HERBAGE HILLS 5/D
6'
i
1 LOT a BLoac 3
3:40
30
1 4 7/8-
1 1/8.
5
I
I
_
—
6
4:10
30
4 15/16-
1 1/16 -
16'
♦` ;
I //� i/� THt2
!1,
HERITAGE HILLS S/D
1 lAT 4, BLOCK 3 01
C��--
SITE PLAN
ARy7 /'
1'-100•
DATE READING
PERCOLATION
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
4 26 2002 1
2:40
—
6-
—
2
3:10
30
4 3/4-
1 1/4-
3
3:10
—
6'
—
4
3:40
30
1 4 7/8-
1 1/8.
5
3:40
—
6-
—
6
4:10
30
4 15/16-
1 1/16 -
16'
PERCOLATION RATE 28.2 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4 FT. AND 5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JASON WOOD PERCOLATION TEST PERFORMED BY: JASON WOOD
COMMENTS: THIS READING IS BELIEVED TO BE FALSE DUE TO SNOW MELT AND SPRING RUNOFF RUNNING INTO BENCH.
PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W S P RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2-
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
LEGAL DESCRIPTION: HERITAGE HILLS S/D; LOT 5, BLOCK 3
PERFORMED FOR: RICK ONORATO DATE: 4/26/2002
DEPTH
(feet)
ORGANICS
2-
3-
4-
5-
GM/ML 345
TEST HOLE 2
CLOCK
TIME
GM/ML
8
• 111111111
MORE SILT
1111.11
W0
w/ DEPTH
9-
Hum
III111111
•
1011 10-
{
um
9zzzi
11
1111111
V,62,
12-
2131415161718
f
LAT 6, BLOCK 3
13-
30
1 3 15/16-
14-
5
, 1
15-
6'
TH/
16-
4:12
i
17-
2'
1"
19
TEST HOLE 2
DEPTH TO DATE
GROUNDWATER
DRY 4/26/2002
17' 5/7/2002
CLOCK
TIME
NET TIME
(MINUTES)
--
• 111111111
4/26/2002 1
1111.11
W0
TIE
30A
Hum
III111111
•
30
{
um
9zzzi
3
1111111
V,62,
•
f
LAT 6, BLOCK 3
/
/
DEPTH TO DATE
GROUNDWATER
DRY 4/26/2002
17' 5/7/2002
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
--
NET DROP
(INCHES)
4/26/2002 1
2:42
-
TIE
-
2
3:12
30
3 3/4-
4'3
2 1/4-
3
3:12
It HERITAGE HILLS S/D
6'
f
LAT 6, BLOCK 3
/
/
30
1 3 15/16-
16'5
2 1/16-
5
, 1
—
6'
TH/
6
4:12
i
4'
2'
1 HERBAGE HILLS 5/D
I LAT 4, BLOCK b
LOT.
CEE C —�
0 /
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
4/26/2002 1
2:42
-
6'
-
2
3:12
30
3 3/4-
4'3
2 1/4-
3
3:12
—
6'
—
4
3:42
30
1 3 15/16-
16'5
2 1/16-
5
3:42
—
6'
—
6
4:12
30
4'
2'
PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4 FT. AND 5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO
SOILS LOGGED BY: JASON WOOD PERCOLATION TEST PERFORMED BY: JASON WOOD
COMMENTS: "THIS READING IS BELIEVED TO BE FALSE DUE TO SNOW MELT AND SPRING RUNOFF RUNNING INTO BENCH.
PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA PEPFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2 z
7/3/2002
Municipality of Anchorage
George P. il'uerch, Mayor
Bttilding Safety Di -t ision
P.O. Box 196G50 •4700 S. Braga«• Street
Anchorage, Alaska 90519.6650 a (907) 343-8301
h ltp://e���c.cl.anclunngc.ak.us
Jeffrey A. Gayness, P.E.
Alaska Water & Wastewater Consultants, Inc.
6901 DeBarr Rd. Suite 42B
Anchorage, AK 99504
Subject: Waiver Request for Heritage Hille Block 3 Lot 5
Waiver Request #WR020030
Parcel ID 9015-221-13
Dear Mr. Gamess:
Your request for a waiver of the required 10 feet horizontal separation from the
absorption field to property line has been approved. The approved separation distance is
2.0 feet.
This waiver approval applies to the existing absorption field to property line separation
only. Any future upgrade to the on-site wastewater disposal system will require all
separation distances be met or another approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Sincerely,
Daniel J. Roth
Civil Engineer
On -Site Water & Wastewater Program
Municipality of Anchorage
Development Services Department
� Building Safely Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6630
www.ci.anchorage.ak.us
(907)343-7904
Waiver Review Worksheet
u;.PID#: 015,221-13 HAM permit#:
•:: M
Legal Description: Heritage Hills Block 3 Lot 5
Engineer Jeffrey A. Gamess. P.E.
Alaska Water & Wastevrater Consultants,Inc.
Applicant . Onorato
I V ll l• l ViM, I l . l• fc • 1 1 'c l: �• 1.•c c. l i
Criteria:
Waiver is Granted: X
Geology
•A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
Points:
Total:
Waiver is not Granted.
List Conditions or Reasons for above: SEE iF&&4A/66Q /S L C /T6R OF Ju t t/ FltgTio ti
VA'reo M,1¢ t/ 230 2v02_
Date: 7 By: DAN
Name of Reviewer
...............................................................................
Rect: I= Amount: 160.00 Date Paid: $12612002
