HomeMy WebLinkAboutGRAVITY HILL ESTATES LT 2G rnvity Hills
Estates
Lot 2
#015-242-84
On -Site Water System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number:
OSP161101
Tax Code Number:
01524284000
Work Type:
Well Upgrade
Permit Effective Dates: May 11, 2016 to May 11, 2017
Design Engineer:
Subdivision:
GRAVITY HILL ESTATES
Site Legal Address: GRAVITY HILL ESTATES LT 2 G:2740
Owner/Address: ANNETT ROBERT C & CRYSTAL A
8173 UPPER HUFFMAN RD ANCHORAGE AK 995162517
Site Mailing Address: 8173 UPPER HUFFMAN RD, Anchorage
This permit is for the construction of:
N Disposal Field N Septic Tank N Holding Tank N Privy
Lot Size in Sq Ft: 100536
Total Bedrooms: 5
N Private Well Y 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By
Issued By:
MUNICIPALITY OF AN5 ,
4
Community Development Departmenta MAY 10 20%
Development Services Division
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT
Parcel 1. D. / )`cc>�/_ `-
oC/�
Property owner(s) /e 6 i
Malling address 317
Site address Yi7,3 L,
907-343-7904
907-343-7997
phone
Legal description (Sub'd., Block & Lot) (7161j/lz //, %/S' ;
Legal description (Township, Range & Section)
Lot Size /3fi Sq. Ft. Number of Bedrooms 5
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
ISD -CIO' _ � W6 —
(® all that apply)
Absorption Field
❑
Initial ❑
Single Family (SF)
Receipt Number:
;ebb38ll
Receipt Number:
Permit No. OS
P L to 116 �
Waiver No.
Septic Tank
ElUpgrade
(w/wo ADU)
Duplex (D)
El
Tank
El
Renewal ❑
Privy
❑
Multiple Dwellings
❑
(SF and/or D)
Private Well
❑
Water Storage
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance: -
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes. Z3o-Ie6S
yva �e
(Signature of property owner or authorized agent)
Permit/Rush Fees:
ISD -CIO' _ � W6 —
Waiver Fees:
Date of Payment:
Date of Payment:
Receipt Number:
;ebb38ll
Receipt Number:
Permit No. OS
P L to 116 �
Waiver No.
Permit App_9-1-12.doc
M8�
�� aryl ��
NSF Certified Products - Public Water Supply System Components
NSF Product and Service Listings
http://www.nsf org/Cerfified/PwsComponents/Listings.asp?TradeName...
These NSF Official Listings are current as of Monday, January 21, 2013 at 12:15 a.m. Eastern Time. Please contact
NSF International to confirm the status of any Listing, report errors, or make suggestions.
Alert: NSF is concerned about fraudulent downloading and manipulation of website text. Always confirm this
information by clicking on the below link for the most accurate information: http://www.nsf.org/Certitied
/PwsComponents/Listings.asp?TradeName=Dow+DPDA%2D3220+NT+7+H iah+Density+Polyethylene+Resin&
NSF/ANSI STANDARD 61
Drinking Water System Components - Health Effects
NOTE: Unless otherwise indicated for Materials, Certification is only for the Water Contact Material shown in
the Listing. Click here for a list of Abbreviations used in these Listings.
Dow Chemical Company (The)
1803 Building
Midland, MI 48674
United States
989-638-6231
Facility: Red Deer, Alberta, Canada
Potable Water Materials
Trade Designation
Potable Water Materials
Dow DPDA-3220 NT 7 High Density Polyethylene Resin
Protective (Barrier) Materials
Tirade Designation
Tank Material
Dow DPDA-3220 NT 7 High Density Polyethylene Resin
Number of matching Manufacturers is 1
Water
Water
Contact
Contact
End Use Temp
Material
A,F,P
Water Contact
Size Restriction
>= 5 gal.
D. HOT PE
Water
Water
Contact
Contact
Temp
Material
D. HOT PE
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Municipality of Anchorage
On -Site Water and Wastewater Program • (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP161095 PID Number: 015-242-84
Dwelling: ® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New ® Upgrade
Name:
Robert & Crystal Annett
ABSORPTION FIELD
❑ Deep Trench ® Shallow Trench ❑ Bed ❑ Mound
Address
8173 Upper Huffman Rd., Anchorage, AK 99516
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
5
2.0 GPD/SF
3.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
0.5 Ft.
Gravel depth beneath pipe
2.5 Ft.
Subdivision Block Lot
GRAVITY HILLS ESTATES 2
Fill added above original grade
VAR. 3.4 - 3.8 Ft.
Gravel length
50 Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
--
Distance between lines
I -- Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
390 Fly
2
10 Ft.
Well
100+
100'+
100'+
NA
25'+
TANK ® Septic ® S.T.E.P. ❑ Holding ❑ Other EXISTING
Manufacturer
ANCHORAGE TANK / ORENCO
Capacity
2000 Gal.
Surface Water
100'+
100'+
100'+
NA
Material
STEEL
Number of compartments
2
Lot Line
51+
10'+
5'+
NA
NA
Foundation
5'+
10'+
5�+
NA
LIFT STATION - EXISTING
Manufacturer
ANCHORAGE TANK / ORENCO
Capacity
50 Gal.
Curtain Drain
NA
*50'+
NA
NA
Remarks *None known. Additional AX -20 Pod install.
Pump on level at
32 in.
Pump off level at
22 in.
High water alarm at
3lo in.
Pump make and model
#50 OSI 05 HHF
Electrical Inspections performed by
NA - EXISTING
PIPE MATERIAL House to tank 3034 Tank to 3034
Installer Q+
drainfield
Drainfield 3034 CO/MT 3034
inspector ARCTERRA
BENCH MARK (Assumed elevation) 100 It
Inspeection
1$'5/13/16 5/13/16
Location and description
ction 2nd
3" 5/17/16 4"
Bottom of siding
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engin
-d' - OF AL\ \
Conditional Approval: Date
l'
�*�4gTH 1fi
r
KENNETH M. DU
Approved S 23'J
Pr 7116
N l Date
eer's Slam
Inspection Report_9-1-12.doc
AS -BUILT SYSTEM DETAILS/SITE PLAN PID 015-242-84
1 GRAVITY HILLS ESTATES LOT 2 PERMIT* OSP161095 I
"I,
IN STALLED NEW 50
'
LONG TRENCH TA1�~~1 \ ' 0
''' ' � ' EXISTING �
TRENCH
TA�� /// / /// / \ [lA|
'''`^ /// | /// / TA1 \~'— | \ "'`'
ABBREVIATIONS
BOH =BOTTOM orTEonoLE
CO CLEANOUT
uT=MONITORING TUBE
ROBERT & CRYSTAL ANN[TT
8173 UPPER HUFFMAN ROAD
ANCHORAGE, AK 99516
FIELD BOOKS
CDMPUnD;
EXISTING
G.W. @ -7' FROM O.O.
TH16-1 DRY -14' FROM O.G.
� TH16-1 FROM O.G.BOH{�}V��l�
SCALE/
AMUL7' RLB
DAM
LS
DM RM
ORID:
2740
NEW AX -20
POD
MT
TH2
C
EXISTING
EXISTING 2000 -GAL
5 -BR HOUSE
&
AX -20 POD
SCALE 1:20
E3 -C=69.2'
ORIG. GRADE
FILTER FABRIC
& INSULATION—,
VAR.
2000 GAL
ADVANTEX
VAN TEX
-
U10
TANK
IL X
2.5'
EXISTING TAN
91.00
&
PUMP BASIN
LS
ABBREVIATIONS
BOH =BOTTOM orTEonoLE
CO CLEANOUT
uT=MONITORING TUBE
ROBERT & CRYSTAL ANN[TT
8173 UPPER HUFFMAN ROAD
ANCHORAGE, AK 99516
FIELD BOOKS
CDMPUnD;
2003 TH#1
G.W. @ -7' FROM O.O.
TH16-1 DRY -14' FROM O.G.
� TH16-1 FROM O.G.BOH{�}V��l�
SCALE/
AMUL7' RLB
DAM
5/9/1
DM RM
ORID:
2740
50'
2003 TH#1
G.W. @ -7' FROM O.O.
TH16-1 DRY -14' FROM O.G.
� TH16-1 FROM O.G.BOH{�}V��l�
SCALE/
NTS PAGE 1 OF 1
E+RcTeRR
a ARCTERRA �.dr�F AL��
s CONSULTING, INC
€ /
212 E. 51' Ave, Anchorage, AK. 99503 Q 4911-1
Office (907) 868-3791, Fax (907) 868-3793
r— I
�'G`�`GLTING •�fi�� `/ /
'Ta. ,K wsn-sn 1� KENNETH M. DU
SOILS PERCOLATION TEST , %� 7tts %
1 E� s /7
P�h$'S5IDNP� �
Performed for: Robert Annett Date Performed: 5/10/2016 "qk_ _+
Project-. Gravity Hills Est. Lot 2 TEST HOLE # 16-1
Depth
(Feet)
19 -
FILL TOP 4'
ORIGINAL GRADE @ 4'
GM/sm
B.O.H.
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
Was Ground water encountered? NO What depth? NA
At monitoring: Dry Date: 5/17/2016
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
2
3
4
5
6
N/A
7
8
9
10
11
12
*
Water
Added
Percolation Rate N/A (min/in) Perc Hole Diameter
Test Run Between feet and feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State
guidelines in effect on this date.
On -Site Wastewater Disposal System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP161095
Tax Code Number: 01524284000
Work Type: Septic Upgrade
Permit Effective Dates: May 10, 2016 to May 10, 2017
Design Engineer: ARC TERRA CONSULTING INC
Subdivision: GRAVITY HILL ESTATES
Site Legal Address: GRAVITY HILL ESTATES LT 2 G:2740
Owner/Address: ANNETT ROBERT C & CRYSTAL A
8173 UPPER HUFFMAN RD ANCHORAGE AK 995162517
Site Mailing Address: 8173 UPPER HUFFMAN RD, Anchorage
This permit is for the construction of:
Y Disposal Field N Septic Tank N Holding Tank N Privy
5.13. ((o tIef4
Lot Size in Sq Ft: 100536
Total Bedrooms: 5
N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Special Provisions:
1. The Engineer needs to do groundwater confirmation prior to the construction of the septic field.
Construction may proceed at your own risk before the 7 day water monitoring is complete. 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.
2. When the existing 2000 gal tank fails and must be replaced, a 2500 gal tank is required.
Received
Issued By:
Date: S 1D //p
Date:
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907 -
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
('fMQY UO
2016
Parcel I.D. 015-242-84 a\
Property owner(s)
ROBERT & CRYSTAL ANN ETT Day phone 301-
�
Mailing address 8173 UPPER HUFFMAN, ANCHORAGE, AK 99516
Site address 8173 UPPER HUFFMAN, ANCHORAGE, AK 99516
Legal description (Sub'd., Block & Lot) GRAVITY HILLS VLOT 2
Legal description (Township, Range & Section)
Lot Size 100,536
Sq. Ft.
Number of Bedrooms
5
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
[j
Initial ❑
Single Family (SF)
[�]
Septic Tank
❑
Upgrade
(w/wo ADU)
Duplex (D)
❑
Holding Tank
❑
Renewal ❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION
INCLUDES
A VARIANCE /WAIVER REQUEST
FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes. A
Date of Payment:
Receipt Number:
Permit No. OSIO {-10675-
Permit App_9-1-12.doc
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
May 9, 2016
ARC 1 ERRA
CONSULTING, INC
212 E. 51" Ave, Anchorage, AK. 99503
Office (907) 868-3791, Fax (907) 868-3793
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
E�T-
Subject: Upgrade Sewer Permit — Gravity Hills"
Lot 2
It has been determined that the Advantex absorption field of the subject property
is functioning marginally. Subsequently, the owner has requested we proceed
forward to obtain a septic permit to upgrade the system by adding an additional
AX -20 pod and installing the 50' reserve as shown on the attached design.
The property and adjacent lots are served by private water. There is no surface
water within 100' of the proposed system and there are no known curtain drains
within 50'. We do not expect there to be any adverse effect on adjacent lots by the
rebuilding of this system. If you have any questions, please contact me at 868-
3791 / FAX 868-3793.
Respectfully submitted,
ArcTerra Consulting, Inc.
Attachments: On -Site Sewer Application
Wastewater Absorption System Details/ Site Plan
20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736 • PH (907) 868-3791 • FAX (907) 868-3793
WELL & WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLAN
GRAVITY
HILLS LOT 2
v
i
APPRO%. LDG
VACANT
10' Elec Esnt Bk 30 P 524
5' ESMT 6 10' Telecan & Elec Esn
10' Te can 6 Elec Eg
i
N
''.
VACANT
�` y
e
iAPPRox
e
1D
STAKE PROPERTY
LINE PRIOR TO
CONSTRUCTION
'
APPROX. LDC.
I
I
SEPTIC
I
DESIGN
ASED OFF OF HAND-DRA
N, IMPORTED
I
IMPORT
/ DIGITIZED AS -BUILT
BY R.L. BUTTON &
APPROX. LDC.
IN CON
UNCTION W/ MOA RECORD
BY LARS SPURKLAN
SEPTIC
DESIGN DETAILS
5 BDRM X 150 GPD = 750 GPD
750
GPD / 2 GPD PER SQ. FT. (ADVANTEX SYSTEM)= 375 SQ, FT
NO PUBLIC WELLS WITHIN 200' OF <375
SF/ 5' WIDE (2.5' GRAVEL) = 48 FT. TRENCH
PROPOSED SYSTEM. USE
NO
NO PRIVATE WELLS WITHIN 200' OF
1 TRENCH - 50 (L) X 5' <W) X 2,51(ED / SEWER ROCK DEPTH)
PROPOSED SYSTEM EXCEPT AS NOTED. TOTAL
DEPTH FROM ORIGINAL GRADE IS 3' (USE EXISTING TRENCH AS DATUM)
NO SEPTIC SYSTEMS I 200' OF
PROPOSED TI WELL EXCEPTUSE
AS AS NOTED.
MOA APPROVED SAND FOR ANY EXCESSIVE DEPTH EXCAVATION
NOTES1
1. CONTRACTOR TO ADD ADDITIONAL AX -20 POD TO EXISTING SYSTEM
Scale) 1'= 100'
IN CONNECTION TO EXISTING SEPTIC TANK / ADVANTEX SYSTEM.
PAGE 1 OF 3
2. INSULATE TRENCH WITH 2' HD BURIAL FOAM.
3. IF REQ., ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE
MIN. 2' COVER WITH INSULATION & SLOPE REQUIREMENTS
— �
N
4.. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT
O:
\
ljw/l� �� 11
WELLS & SEPTICS, EASEMENTS, & OTHER SETBACK REQUIREMENTS.
PREPARED FOR,
rr
TH
ROBERT & CRYSTAL ANNETT
8173 UPPER HUFFMAN ROAD �RCER�
* 4 *
ANCHORAGE, AK 99516
/
907-301-9508
RE
FIELD BOOKSCOMPUTED: z'
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SAM
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•-•-••- -••-•_-, ...,........Aa V.'/.mVky nnls Cgx/LAL Z/SDUTn 111113 Le 66 AX 6BR Degign.dwg
WASTEWATER DISPOSAL SYSTEM DETAILS
GRAVITY HILLS,L❑T 2
OF
1
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C -7118 ,rye
DESIGN BASED OFF OF HAND -DRAWN, IMPORTED Scale: 1'= 30'
IMPORTED / DIGITIZED AS -BUILT BY R.L. BUTTON &
IN CONJUNCTION W/ MOA RECORDS BY LARS SPURKLAND PAGE Z OF 3
PREPARED FORT
ROBERT & CRYSTAL ANNETT
8173 UPPER HUFFMAN ROAD
ANCHORAGE, AK 99516
907-301-9508
FIELD BOOKS I OOMRuim: I
s"DARr. BOU
STMING: STAI
AssuRh RLB
DWG. TILE
AGAR FILE FILE
DRAW BMW
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DATE 579716
GRID: 2740
JOB No.: 16-159
Hills L9
G
INSTALL NEW 50'
LONG TRENCH
E
Ln
MT
LLJ
STAKE PROPERTY
THk MT EXIST. FIELD
LJILLF PRIOR TO
�u DRIVEWAY
RI�STRIJCTION
X
ADD
'lOC AX-20NPODDW/NAL DIV. / L.S.
~
TO N�EW FIELD
LS ,4
0
u
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MT
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EXIST. 2000 -GAL S.T. 5 -BR HOUSE
0
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DESIGN BASED OFF OF HAND -DRAWN, IMPORTED Scale: 1'= 30'
IMPORTED / DIGITIZED AS -BUILT BY R.L. BUTTON &
IN CONJUNCTION W/ MOA RECORDS BY LARS SPURKLAND PAGE Z OF 3
PREPARED FORT
ROBERT & CRYSTAL ANNETT
8173 UPPER HUFFMAN ROAD
ANCHORAGE, AK 99516
907-301-9508
FIELD BOOKS I OOMRuim: I
s"DARr. BOU
STMING: STAI
AssuRh RLB
DWG. TILE
AGAR FILE FILE
DRAW BMW
CHmM KMD
DATE 579716
GRID: 2740
JOB No.: 16-159
Hills L9
AAxmrTeX Treatment System
AX 20 Series - Mode 1 a
Inlet Riser/Lid
Inlet
. - "r
Package
iew
lia. Riser/Ud
orgl
1/
eturn Line
Filtrate
Dia.
ling
:NCO PACKAGE SYSTEM, End View
1. INSTALL ADDITIONAL AX -20 POD TO EXISTING 2000 GAL SEPTIC TANK W/ INTEGRATED ADVANTEX SYSTE—
PER MOA & ANCHORAGE TANK FOR A 5—BDRM RESIDENCE.
2. INSULATE TANK, EXCEPT BELOW ADVANTEX PADS TO ALLOW HEAT TRANSFER.
3. NO AIR LINE REQUIRED.
i
()F PREPARED FOR,
ROBERT & CRYSTAL ANNETT
8173 UPPER HUFFMAN ROAD
TH * ./ ANCHORAGE, AK 99516
907-301-9508
1{E FIELD BOOKS wuwTm:
CE • �A: A4 130iIN°AIM- DARY °RAMN` BM
S- g�G STAKING STAKING cNEGKm: KMD
,� AnwE,,— � Amu. RLB DAIS 5/9/1E
"'SS10�GwG. RM GRID: 2740
AaAD Fly: FILE sae No.: 16-159
lumen/ArcTerra Stwred/Storage/WELL &SEPTIC — Flled By Legal /Gravity Hills Eat/Lot 2/So:
Scale, NTS
PAGE 3 OF 3
ll`f7��11�11
Be AX eBR Desion.dwc
Deborah M.
From:
James Jensen <Jim@anchoragetank.com>
Sent:
Tuesday, May 10, 2016 2:20 PM
To:
Brent Western; Tom Varney
Cc:
Wockenfuss, Deborah M.
Subject:
RE: Gravity Hills Est Lot 2 - 8173 Upper Huffman
To Whom It May Concern;
We here at Anchorage Tank, have no issue with using the existing 2,000 Gallon specially coating AdvanTex Tank that is
already in the ground. We don't believe the size was a factor with regards to the AdvanTex system located at 8173
Upper Huffman.
-Jim
James Jensen, General Manager
Anchorage Tank II
Ph 907.272.3543 Direct 907.343.3708 F 907.277.3715
http://www.anchoragetank.com
From: Brent Western [mailto:bmw.kndeng@ak.net]
Sent: Tuesday, May 10, 2016 1:34 PM
To: James Jensen <Jim@anchoragetank.com>; Tom Varney <tom@anchoragetank.com>
Cc: Wockenfuss, Deborah M.<WockenfussDM@ci.anchorage.ak.us>
Subject: Gravity Hills Est Lot 2 - 8173 Upper Huffman
Jim & Tom,
Per our telephone conversations this past hour, please provide a letter / email allowing the continued application
and use of the existing 2000 -gallon septic and AX -20 pod with an additional AX -20 pod to be added for the
subject property's 5 -BR on-site wastewater system. The MOA is requesting this to issue a septic upgrade
permit today.
Thanks,
Brent M. Western
Project Manager
Municipality of Anchorage .," '• .,
Development Services Department �,? hill
�r"'�
- Building Safety Division .••■•
On-Site Water and Wastewater Program, 4700 Elmore Sl.
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: Swny6021y PID Number: 015- 242- 84
Na" Rob
Wastewater System: [New El Upgrade
�n�-
ACaraw
8111 U r
ABSORPTION FIELD
Prona
15
O Oeep TnrrA )(Sh-R— Tmn O Baa O Maaq D Omar
LEGAL DESCRIPTION
Soa Fabng
?.0
Total Depot frau M9iml grade
Gprixe
3 Fl.
eior Lot suwd,a. l 1
Gl
Depth b pq Conan from wgeW grade
Grad depth Wrraot ppe
N 1' CS AI•+a
0.5 Fl.
2.5 Ft
Tovmstvp aanga I swim
FII added above mama grana
Grata LWVM [[,�/�
q FI.
50 Ft.
Well: [gNew E] Upgrade
Gravel wdM
S
Number of Mies
Onunp bneen laNs
FI.
FI
6usvbubon (Pnvala. A, S. C)
pe"1Ai
Tota DFpm'
Caw° m
50
Tota aompapn area
390.10
Plea Maunai.
Ft.
FL
Fr
Sel, 40 Pvc.
Drmer
"C%l0
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2008
Sta4C Wal. Level
15
Inmbar
Alask &COLU41in
Dau Installed
(o I Oq
b
FL
Yield
Pump Sat et
Casing 1lelght Mon Cwwnd
TANK
GPM
p F
a FL
SEPARATION DISTANCES
VSeptic ❑ Holding MS.T.E.P. ❑ Other.
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
ublc?nvate
Sewer Line
""a�"'ar
nC_VD T"L I
�•1p•°'r
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too,*
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a
swfa wale,
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lco+
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'VA
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lo't
t
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N
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.O.
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mwi;
R.m.ha
BENCH MARK
Locabw era Deempew.
D«>c S. tik
wl IavwM
IW FL
/ a
Inspections performed by: Lnno SnLjjt"j Dates: 1 6r0
E`�Qvk �tkC
= OFA
Zn°
��l�i
Development Services Department Approval
; F?-•^
Conditional Approval Date:
LARS E SFV;LAND;
1 500 C^ /
Reviewed and approved by 2 li �<<7 C� Date: �d V ��
11� �OFEIP
oame)
mr
AITERNAT£ DRAINFIRD DES/GN., USE CAT Ill SYSTEM
P£RC RATE:43 M.'N/1N => 1 C.P.D.P.£I.SO.
5-OEOROCMS = (150)/215= J75 lT.SO.
DSE SHALLOW TRENCH W1 2.5 IECT ROCK
TRENCH LFRGT/l = 373/5•.61= 13 lC(T
'w\ UNDEVELOPED
-71
LOT2B
I'
Iavr c eax
r 1
INSTALLED 5 -BEDROOM SEPTIC SYSTE
1000 ADVANMr TANK W/ AX20 POD /
3 LRT STAMM
LENGTH 50 IEET
WIDTH 5 FEET 1H!
TOTAL DEPTH J TEST 1 A
ROCK DEPTH 25 FEET5-BEDROOM - .
1NSUUTTON 2 INCHES 1 C 11O= '
COVER 1+ FTET
)\ /4\t�
MARK a
AzrlE 1to
�I
` 49
'R J
a
Z5 D 25 50 75 LDD 125 150 ��� � ` l; sia�����•
SCALE, 1' = 50 FT, II ;:
SPURKLAND ENGINEERING GRAVITY HILLS ESTATES L 0 T 2 SEPTIC SYSTEM ASBUXT
203 W 15TH. AVENUE DATE.- JULY 10, 2009
ANCH. AK. 99501 SEC 14, TUN RJ) SHUT. 2/3 GRID: 2740
10n7l 770_T01e I I ROB ANNETT
PERMIT # SW080214 PID # 015-242-84 Gra vltyHillsEstLFBI, dwg
r To Advantex Unit
Monitor
1 1/4' Schedule 40 PVC
3/16' Holes at 30 inches
5 -Vide Trench.-
5'
rench:
5' Wide
50' Long
3' Beep
2.5' Sewer rock
2' Insulation
2' Cover
THI1
£.G.=98.7' 2' Insula
N20 =91.7'
B.O.N.= 827'
ELEV.=
Silt Barn
ELEV.= 95.7' 25 ft or Septic Rock
Effective
NO SCALE
To Advantex Unit
BENCH MARK PATIO DOOR SILL
ASSUMED ELEVATION 100 FEET
SPURKLAND ENGINEERING GRAVITY HILLS ESTATES LOT 2 SEPTIC SYSTEM ASBUILT
203 W15th Ave SEC 24 RJW T12M DATE, JULY 10, 2009
Anchorage Ak 99501 R08 AAWVT SHEET, 4/4 GRID, 2740
PERMIT I SWO80214 PARCEL ID 1 015-141-84 OrovityHills£sK1D4.OW0
6 tAP
ADVANTE% 1 24•
AX20 POD \ INSULATED
RISER
6' PUMP -OUT
95.
OPTIONAL
SLIDE SECTION
OF 6' PIPE
OVER THIS CONNECTION
TO PROVIDE
SHEER PROTECTION -
EXTEND TO
BRIDGE EXCAVATION
J
L
U. fLEV.= +/— 100.0'
ELEV.= 95.6'
i 49th
BENCH MARK PATIO DOOR SILL
ASSUMED ELEVATION 100 FEET
SPURKLAND ENGINEERING GRA MY MIS ESTATES LOT 2 SEPTIC SYSTEM ASDUILT
203 W15th Ave SEC 24 R3W 712N DATE, JULY 10, 2009
Anchorage Ak 99501 ROB,Aym SHEET, 3/4 GRID- 2740
PERMIT / SWO80214 PARCEL ID / 015-242-84 Grov/lyHi11sEslL2D3.dwg
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Section
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
Attention: Property owner shall provide a well log to the
DSD within 60 days of well completion.
I ?ermit lumber SVV080214
:)ate of Issue:
Oct/01 1 2008
'arcel Identification Number: 0155 — 24.2-84
Is \yell lot ated at approved Permit iocalion:) ( X) Yes or f
) No
Well Log
D? 1-0:02 2008( t,n11);e,cd:10 06 2008
Citi.:Boruugh:
Subdivision---
BLOC]
�Or
_
Pr,nerty O\rner ,%:an)e & Cyrstal nett
Site: 8173 Upper Huffman Rd
Anchorage
Gravity Hills Est
2
Anchorage. AK
"Vieridian hinSec:iian
"• ,
30RE1-9OLL DA _.A.(from top of
casing)i)ep Il
_
l)r;l(ir <, method: (X) 'kir rorar}- ( ) Cable tool, Unc�r
1`latC!"la1:!\'nc, C0101' ct, t\'ellleti.>
Fron)
i U
,. _ -
EY C11 use: f i I'uhhc suppl_ - (X 1 L'oricsllc. C)the..r
stickup
0
I 2
Depd) of holC': 350 _ Il, i asi11 : srlckup:
asin,.: type:steel I hicknczs: .250 inches
overburden
2
i 6
sr,in tiiatmctr,-_ 6 -- inche5 -�;ins �eptr,: 50 i
--
�u,er tune: t)lanicter: Inches Depth: = It I
clay w/ gravel
6
i 18 ?
Static \:aler(ia•ant tap a Lasing): _ 15- ti on 10 10200.8
-- - - - - --
i
t'tCllplll�s Ie\�cI & �'Ied: iCCi alCCt- MAIN ai ?prll 1
pm- f0c1hod o_' iesun`r: airlift
rock w/ H2O 18 �
I
i
l
r e\:loprnent nlcthotl: airlift )LXi1 lt,ll. 1 hour
silt w/ cobbles
34
50 ,"ell ialakc ol)e111112 rV I)C. % I ;)pool end. ( X) Open hole- Ether
CrecOeCr: SIItrt: — ill Stopped — (j
bedrock (soft)
50
70
>crCC,i lt']IC:PLI_..._ . _ -- SIt)I;t,, •1, ize: - - —
_:.
bedrock (hard)
70
220 ' Stalt —_ - Fl. slopped: - Ii
Now:
fractured w/ H2O
220 i
225 <il't)ta r."�: bentonite __ .___ \ ultr:,lc _
i
I )cplll; frorn ground surface to 20 n
bedrock
225 i
2351 :'tl,,,l) int<tkc
[
I i)Utl]p pile: il]7. �1'8ilo nallll;:
fractured w/ H2O I
235 1,
240 LIPon conmicuon:' (X) Yes. ( ) \o
I
'lethoti ofdisiii :ction:Calcium.H.ypochlon#e.(.Chlorine.)...
bedrock
240
350 1 r)rin r cor ,n,enis di;claimers: _---------------_-___ ........ -...................
i
i
1
.....
---- .... -...
-- - -------- --------- ------
........ ............................
:+ ,] tlriilcr Hanle:. Seth
Hefty Drillin Inc. I
Mi liiin_ address: ...3540 Akula r.
--•...............................................
_Anchorage _ StWe: AK zip 99516
j
Phone number: t _907 345__ 0593 fax-.345-4700
Lri]Iets ;itt?atttrc:
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Section
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
Attention: Property owner shall provide a well log to the
DSD within 60 days of well completion.
I ?ermit lumber SVV080214
:)ate of Issue:
Oct/01 1 2008
'arcel Identification Number: 0155 — 24.2-84
Is \yell lot ated at approved Permit iocalion:) ( X) Yes or f
) No
VIU_AGE' ! 1' `" fG
V`A'nrtW 2 f ` � -s
A90VF GROUND
DATE
W tykAA*- B
STATdC PRESSURE 0 WELL HEAD
DYNAMIC PRESSURE @ WELL HEAD
PSI
psi
PUMP TYPE
MAKE
® gats/ff
� V'sKS� �_
mmml.0
SERIAL A
Pump
17 ! b6 t B 7
I�
Motor
TYPE
Type
it
PVL
DROP
Size
Condition
A,.-
NCR CABLE:
Type
�I�`�_ef
/
a l./"6 Size.
Condition
ELECTRICAL:
Polis
2 ��
Amps
lo, b
LATER TANK:
Type_�,1/'��,({'
O t
`� "t
size
• lei
u CASWG:
Size
l/
�
Dia. Type_, _
Ute
aD RULE
Fran
To
ST•
XTURE
Type—
1 iIRC-'Y2
U /
From
To
OPEN HOM
Frain
I
U To
A SAT ALASKA NATIVE
s TWBAL HFALTH CONSORTIUM
WATER SYSTEM DETAILS
WELL AS—BUILT
DRMN ar ADL DATE 1/23156
RE NAME DEF-WA71 SCALE TET --
S
era
OF
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SWO80214
Legal Description: GRAVITY HILLS ESTATES LOT 2
Date Issued: Oct 01, 2008
Expiration Date: Oct 01, 2009
Parcel ID: 015-242-84
Design Engineer: 0007 SPURKLAND ENGINEERING Site Address: 8173 UPPER HUFFMAN ROAD
Owner Name: ROB ANNETT Lot Size: 100536 SO. FT.
Owner Address: 8111 UPPER HUFFMAN ROAD Total Bedrooms: 5 Permit Bedrooms: 5
ANCHORAGE. AK 99516 -
This permit is for the construction of:
M 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:
Issued By:
0
Date: (o ( ID
Date: Ze4l Im
Municipality of Anchorage
--. Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, Alaska 99507
www.muni.org/onsite
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcell.D.
Property owner(S) Rob Annett Day phone 301-9508
Mailing address 8111
Site address
AK
Code 99516
Code
Legal description (Sub'd., Block & Lot) Gravity Hills Estates Lot 2
Legal description (Township, Range & Section) T12N Raw Sec 24
Lot Size_ IM, �Iv Sq. Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
Q
Septic Tank
Q
Holding Tank
❑
Privy
❑
Private Well El
Water Storage ❑
Number of Bedrooms 5
THIS APPLICATION IS AN:
V•��
Initial
Q
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.
(Signature of property' owner or authorized agent)
Permit/Rush Fees: ` Y0 � / 33 Waiver tees:
Date of Payment: ' /r/U6 Date of Payment:
Receipt Number: 9' Receipt Number:
(Rev. 11/05)
'71,/le'
11604/
SPUMand EIMU091mewolmg
Environmental Consulting and Design
Municipality of Anchorage
Development Services Department
On Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, Alaska 99519
Subject:
Ladies and Gentlemen:
SEPTIC SYSTEM DESIGN
Gravity Hills Estates Lot 2
Well R Septic Permit
Gravity Hills Estates Lot 2
July I, 2008
1 am writing to request a permit for the construction of a well and septic system for the above referenced property. The
property is currently undeveloped. The owner would like to construct a 5 -bedroom single family residence.
System: A 2000 gallon Adventex unit w/ an AX -20 pod and an external lift station. The absorption field will be 50 feet
long, 5 feet wide and contain 2.5 feet of sewer rock.
Soils: Three test holes were excavated. See soils logs. Generally speaking a sandy gravel silt material was observed.
The percolation rates of the test holes varied considerably (from 5 min/in. to 43 min/in). Ground water was observed at 7
feet below the ground surface on October 15, 2005.
Surface Water: There are no surface waters within 100 feet of either the proposed septic system area or the reserve
site.
Topography: The average topography in the area of the septic system is generally level. The lot slopes to the west.
The slopes do not exceed 25%.
Waivers: No waivers are required.
The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent
lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of
surface runoff will not result from this installation.
If you have any questions or concerns, please contact me at 279-3916
Sincerely.
ioh V
Lars Spurk and, P.E.
Civil Engineer
203 West 1516 Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 351-1597, LspurklandCagci.net
spaftfld Engolmewong
Environmental Consulting and Design
SEPTIC SYSTEM DESIGN
GRAVITY IIILLS ESTATES LOT 2
Municipality of Anchorage
Development Services Department
On Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, Alaska 99519
July I, 2008
We arc submitting an application for the installation of a well and septic system. The submittal consists of three (3)
drawings showing the present improvements on the lot and the adjoining properties, (sheet 114), the proposed
improvements of the lot, of which only the well and septic system are subject to this permit application, (sheet 2/4),
and a schematic of the septic system, (sheet 3&414). Soil logs and percolation tests of applicable test holes are also
enclosed. The septic system design is based on the following:
Groundwater at 7 Ft.
Use Advantex treatment system w/ shallow trench
Soil Rating. From Testholc 05116/05.
43 min/in = 2 gal per sq.fi/day
No, of Bedrooms 5
Required Area per Bedroom: 15012 =75 sq.fl.
Total area required: 75 x 5=375 sgfl
LI'M*" s 314111161411:l
Bottom Rock At 3 feet
Top Rock At 0.5 feet
Rock Depth 2.5 feet
Total Bed Length 375 /5•.64 = 48 feet
USE 50 FEET
SYSTEM CONFIGURATION
ADVANTEX W/ 5 -WIDE TRENCH
TOTAL LENGTH
50 FT
TOTAL WIDTH
5 FT
TOTAL DEPTH
3 FT
ROCK DEPTH
2.5 FT
INSULATION
21N.
COVER
2 FT(MIN)
203 West 15'" Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 354-1597, LspurklandCa gci.net
UNDEVELOPED LOT 2B
I
I
S89'56 00'E ....
-- r----32}36=--------� rn>---
II
16 II
I 1 ® I
I l
II I
II
1
LOT 1B
3 I I
I
I t
H
� I I
3I1
h — —
1 Y c� •,
1 I v
J
I I � 1
I I
II
II I
I
I
UPPER HUFFMAN ROAD
50 0 50 100 150 200 250 300
SCALE, 1' = 100 FT.
103 W 157H. AVENUE IC I I """ "` ` SEC 14~T12N ,R3W
ANCH. 71 '7 e 99501 R0B ANNETT
I LOT 2
0 OF 1,440"t
Ar C9
� S,PU•
ON 49th
.. RKLAND sL
%LARSI
....
'A..°. No. CE -11500 .�•�C.
DATE: JULY 1. 2008
SHEET.• 1/3 GRID: 2740
PERMIT 11SV080XXX PID k Gra vityNillsEstL2Dl.dwg
,A,T[R,V,I,'[ DRA,NF21D DESIGN: USE CAT 111 SYSTEM
PER: RATE45 M;N/lN => 2 G.P.D.P.FT.SO.
5-0£CR00M0 = (150)12.5= 375 FT.SO.
USE SHALLOW TRENCH K/ 2.5 FEET ROCK
TR;NCH LfvG7H = J75/5•.64= 43 FCCI
\ UNDEVELOPED
1
sLa�c r xar 1
1
INSTALL 5-8EDROOM SEPTIC SYSTEM
1000 ADVANTEX TANK W/ AX20 POD
d UFT STA710M
LENGTH 50 FEET
WIDTH 5 FEET
TOTAL DEPTH 3 FEET
1
ROCK WIN 25 FEET
1
INSUUTTON 1 INCHES
COVER 2+ FEET
10
LOT2B
THl •• ••
5 -BEDROOM
H0USE LOT 1B
9e
O
O I.
�pWel�
Rl aa°c c nz
••••
:. I �.•PSE"............
v .' ...49th
............
LARS SPURKLAND •[
No. C€-11500
25 0 25 50 75 100 125 l3r� 1y��g.•-
SCALE, P = 50 FT.
SPURKLAND ENGINEERING20J W 15TH. AVENUE GRAVITY HILLS ESTATES LOT 2 SEPTIC SYSTEM DESIGN
ANC NCH. AK. 99501 SEC 74, T12N RJ) DA Tr.- JULY 1, 2008
(907) 279-3916 ROB ANNM SHEET. 2/3 GRID: 2740
PERMIT k PID # Gra vityHill5EstL2Dl.dwg
6' F
�•o on
SLIDE SE(
OF 6'
OVER THIS CONNE(
TO PR(
SHEER PROTECT
EXTEN
BRIDGE EBCAV,
CE -11500
1203 W1 ANI,tINttK1Nl� I I GRAVITY HILLS ESTATES LOT 2 I I SEPTIC SYSTEM DESIGN I
An WISth Ave SEC 24 RJW Tl1N
Anchorage
Ak 99501 DATES JULY 1, 2007
�- ROB ANNETT SHEET, 3/4 GRIDS 270
I PERMIT i SWO80OXX PARCEL ID j GrovilyHi11sEslL2DJ dwg I
I
To Advantex Unit
1 1/4' Schedule 40 PVC
3/16' Holes at 30 inches
Monitor
5 -Wide Trench:
2' In:
Sil t
2.5 ft of
Effective
5' Wide
50' Long
3' Deep
2.5' Sewer rock
2' Insulation
2' Cover
49th
LARS SPURKLAND
NO SCALE • i No. cE-ttsoo
•j JJ
IV" p nuc
0
JYUKKLANIJ LNUINLLKINUI I GRAVITY HILLS ESTATES LOT 2 I I SEPTIC SYSTEM DESIGN
203 W15thAnchorage orage Ak 9
Ave SEC 24 R3W T12N DATE: JULY 1, 2008
Anchorage
BOB ANNE7T SHEET 4/4 GRID- 2740
PERMIT / SWO80OXX PARCEL ID / GrovityllillsEs1L204.DWG
Municipality of Anchorage S-S%P • °8
i
Development Services Department se /,49TH
Bullring Safety Division • M�••y«.««•NNMiN.
0 a1 On•Sile Waler and Wastewater Program�r�1 p
4700 South Bragaw SL ««. 11h A
P.O. Box 196650 Anchorage, AK 995196650 c • Tobb•n bpurkland ; ��
wwwti.anchoraae.all us ii % � 1 t�
(907) 343-7904 �•
f Soils Log - Percolation Test 4% "90 ESSIO'k �
Fe''ormed For: M cCx41I N-- Aw pi e- 7 Date Performed: Ak+ Ib , o -j
Legal Descrphon: EyL Se%SE S4i
Vq ur#IV Township, Range, Section: TIRN.2�3�iti=,
Slope Site Plan
�1 �TTTI No R
Sa,e.Loly S:C%�
Cie 1`13 e.
�4
IadYa�Hr oG
�d Lt
WAS GROUNDWATER
ENCCUIT:_SD?
S
IF YES. AT WHAT DEPTH?
MMMMV
Deplh to Water Anel
1'� P
Elonitoring?
P111'1 1
MEMBERMMM
V.
'
■■MEN'
■■■E■■
�
IN
mmSm
WAS GROUNDWATER
ENCCUIT:_SD?
S
IF YES. AT WHAT DEPTH?
L
0
Deplh to Water Anel
1'� P
Elonitoring?
_]� E
Date: R 110103,
Raiding I Date Gross Time I Net Time Depth to Prater I Net De: I
c�c.L 6 ulo s -22,dSo K
11 If:
;uv 3otu I �tr � 6
7 I I 3o I o I l
I:u•, I 3v I I � b I
FERCCLAiICH PATS lmxlftYol FERC HCL9 CI:�.:M; 1p q
TSST RUN 9EPHEeIt r Fi AND (p FT
CC AME?ITS _
�• ��
==P.FCRLt-DEV: I.S t /�S CERiIFYTHAT T`iiSTEST
P:;S
of?-OR:AEO IN ACCORDANCE WITH ALL STATE A.ND MUNICIPAL GUIDELINES IN EFFECT ON T'r.:S DATE. DATE:fr�
O F.A. �\
Municipality of AnchorageNOINE S S 6
Development Services Department TFI W �' T9 V
Building Safety Division 49 _
y�
On -Site Water and Wastewater Program t
L
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99SIM650 •��• LAR$ i, SFUP,KLANO; ,�,
www.muni.ofg/onshe
ne ���'•• /111500 j
OSoils Log - Percolation Test .4,;,i
p t1 �
Perfonned For. Ro� Anne+F Date Performed: 6 2G Upj
Legal Description: _(Tree:}4 N:16 fjAito Lof Z Township, Range, Section:
TO 7
Depth
1
MIL9
3 •'�{ � Salt W�
4-
5� $Ana
5 I I i (troea� (Mt-)
13-
14-
15-
16-
17-
18-
19-
20-
COMMENTS
Reading
Date
Gross Time
9-
Depth to Water
WAS GROUND WATER
S.�l.. ENCOUNTERED? O
SA
L 30 og
v a
to-
IF YES, AT WHAT DEPTH? ..�. L
0
3 IG+
a
1 Depth to Water After
10 n;..
Q t i n
Monitoring? E
12-
ore:
13-
14-
15-
16-
17-
18-
19-
20-
COMMENTS
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
L 30 og
210 P m
o nt:..
3 IG+
a
2: 20 n
10 n;..
Q t i n
I Illibit
6 3 a
it
Z: YD M
3o ter.,
g l 1t
I Lt
8"
It
2:5u Vr1
y0 ^:,n
`1 II/W,
I'li't
611 a
11
3:co,?m
50n:^
4 916rr
111811
8 3/I(.b
t1
3: 10
ieo Mt.,
i 3/ 1.
PERCOLATION RATE 13.3 (wxe✓rvr) PERC HOLE DIAMETER (o
TEST RUN BETWEEN FT AND FT
PERFORMED BY: LA¢S SO.." I -`!7 ., I,I^- -- CERTIFY THAT THIS TESWAS
PERFORMED IN ACCORDANCE H ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: I log
Municipality of Anchorage
Development Services Department /.P'
Building Safety Division CO.. ,
y,t On -Site Water and Wastewater Program W
4700 South Bragaw St. �
l P.O. Box 196650 Anchorage, AK 99519-6650 C
www.muni.orglonsite
/
(907) 343.7904
Soils Log - Percolation Test 11
Performed For. Rola A,^t fll Date Performed
Legal Description: G/G JI 1.r 14;115 f S}ajto Lt 2 Township, Range, Section:
—pt . t ` Slope
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1
1
1
1
1
1
WAS GROUNDWATER - r
Date
ENCOUNTERED? o
Net Time
Depth to Water
a
IF YES. AT WHAT DEPTH?
L
Depth to Water After
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P
Monitoring?
E
Date:
II
LARS PURKLA\D. �
1150
Site Plan
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
-713,
L 36 O8
4:15 PA+
O n i:.
1 z 1/2 rr
y r'
II
2145
30
1z 5/8 r
3/9 ar
117/01,
If
3:15,
GO .,
Iz 1�z f'
3 It
13 L
o P]in
PERCOLATION RATE '},ry (mnule~) PERC HOLE DIAMETER L
11 TEST RUN BETWEEN_ 3 FT AND L FT
COMMENTS ?reSOSC\t1
PERFORMED BY: L VAA^-Jl I — h�V CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCOROANCE WI H ALL STATE AND MUNICIPAL GUIDELIKEt IN EFFECT ON THIS DATE. DATE: 7 y G
N-'
Environmental Consulting and Design
f -
4��
SEPTIC SYSTEM DESIGN
GRAVITY HILLS LOT 2
Municipality of Anchorage July 9, 2008
Development Services Department
On Site Water and Wastewater Progam
4700 South Bragaw Street
Anchorage, Alaska 99519
Subject: Gravity IIills Lot 2 Septic Permit Application
Lot Topography
Ladies and Gentlemen
On July 8, 20081 went out to the above referenced lot to measure the slopes with an Inclinometer in the vicinity ofthe
proposed septic system. The steepest down grade slopes to southwest, west, and northwest do not exceed 25 % A
waiver of die So foot slope set back Is not required.
If you have any questions or concerns, please contact me at 279-3916.
Sincerely,
Ian Spurkland, PM
Civil Engineer
203 West 15r" Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 354-1597, Lspurkland0a gci,net
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
NIEN10RANDUNI OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
AND
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
Day of of 20_, by and between
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this 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 (AWWTS), described as � ce
1/n 11 1 e-..:,/ located
at �l'ci t/; i i �i' �� Ec( L eAnchorage, Alaska.
2. Definitions.
A. Alteration. Any change to the design or function of an AW WTS 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 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 AW WTS that were included in
the original design which would allow the AW WTS 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 AW WTS, upon meeting all the
requirements of this agreement, the conditions of 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�
(50.00), 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.
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 will all applicable ordinance, 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: .5 P n i —
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 system.
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 effect the validity of the 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 of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
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.
O'*M'F.R: _ �j(
By: r— ��fT
Date: � • 30 • C>G
STATE OF ALASKA
TIIIRD JUDICIAL DISTRICT
MUNICIPALITY:
By:
Title:
Date:
ss.
The foregoin�mstrument was acknowledged before me this 3Aday of ,
20Q, by 1, C!—V1AE' ,the n W n¢.t/
NOTARY PUBLIC FORWLA9kA U
My Commission expires: /
�Sc:•aQTAIq��.
PUBLIC
:Le
4.16
Municipality of AnchorageOn-Site Water and Wastewater Program (907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel I.D. 015-242-84 Expiration Date:
1. GENERAL INFORMATION
Complete legal description GRAVITY HILLS ESTATES LOT 2
Location (site address) 8173 UPPER HUFFMAN ROAD ANCHORAGE AK 99516
Current Property owner(s) ROBERT & CRYSTAL ANNETT Day phone
Mailing address
Real Estate Agent
2. TYPE OF DWELLING:
8173 UPPER HUFFMAN ROAD ANCHORAGE AK 99516
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone
3. NUMBER OF BEDROOMS:
5
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
®
Individual
Individual Water Storage
❑
Holding Tank
❑
Community Class _Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
WaiverNariance request for: Distance:
Received by: Date: 5- 2.3-1
COSA to be released to the en i r, unless otherwise requested by the engineer.
COSA Fee Waiver Fee $
Date of Payment
Receipt Number C3�
Date of Payment
Receipt Number
COSA#_ ®c,;,(A A L 11 J Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm ARCTERRA CONSULTING, INC. Phone 868-3791
Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577
Engineer's Printed Name KENNETH M. DUFFUS Date 5/17/2016
Engineers'Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition
of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface
conditions that may not be observed from the surface, changes inland use, local soil charactedstics, groundwater levels that may fluctuate
during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are
subject to these various and dynamic characteristics and are outside the control of the
evaluator of the well and septic system. Therefore,
ArcTerra can not give any estimate of how long a
system will function satisfactory for current or future - ��._�
occupants or can ArcTerra guarantee that no unseen {� OFA \ t
encroachments, deficiencies or discrepancies exist.. <STV_ LA
49Trt{ y*y
6. DSD SIGNATURE
System #1 Approved for �_ bedrooms.Ken"E' 71` 6Af
F
System #2 Approved for bedrooms. a lo �7$i
�r+beesslorn� i
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
_ s
f _
Original Certificate Dater
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of Onsite Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineers work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheat 10.10.12.dw
If more than 1 septic system is on the lot:
COSA Checklist # _of _
Structure served by this system _
Certificate of On -Site Systems Approval Checklist
Legal Description: GRAVITY HILLS ESTATES LOT 2 Parcel ID: 015.242.84
A. WELL DATA
Well type PRVT if A, B, or C provide PWSID #
Date completed 101611008 Sanitary seal (Y/N) Y
Total depth 350 ft. Cased to 50 ft.
FROM WELL LOG
Date of test 10/612008
Static water level 15 ft.
Well production 1 9—
p.m-
WATER SAMPLE RESULTS:
Coliform NEG colonies/100mL Nitrate ND mg/L
Arsenic: ND ug/L Date of sample: 5.6.2016
B. SEPTICIHOLDING TANK DATA
Tank Type/Material SEPTIC I STEP I ORENCO
Tank size 2000 gal. Number of Compartments 2
Foundation cleanout (Y/N) Y Depression over tank (Y/N) N
Well Log (YIN) Y
Wires property protected (Y/N) Y
Casing height (above ground) 24+ in.
AT INSPECTION
5.5.2016
72 ft.
0.45 g:p.m.
Collected by: ARCTERRA
Date installed 6/112009
Cieanouts(Y/N)
High water alarm (YIN) Y
Date of pumping / maint. 5/28/2015 Pumper A+ IANCHORAGE TANK ADVANTEX MAINT.
C. ABSORPTION FIELD DATA —ADVANTEX SYSTEM W/ 2 AX -20 PODS
Date installed 511312016 Soil rating (g.p.d./ft2 or felbdrm) 2_ System type SHALLOW TRENCH
Length 50 ft. Width 5 ft. Gravel below pipe 2.5 ft.
Total depth 6:4+ ft.(Measured*5/t7/15) Eff. absorption area 390 ft2 Monitoring tube Y Depression over field N
Date of adequacy test NA NEW FIELD Results (Pass/Fail) For bedrooms
Fluid depthInabsorption 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 611/09
"Pump on" level at 32 in,
8a77bi"
Datum TW OF TANK
E. SEPARATION DISTANCES
WELL ON LOT TO:
Size in gallons
"Pump off" level at 22 in.
Cycles tested _
Septic tankilift station on lot 100'+
Absorption field on lot 1001+
Publicsewermain 751+
Sewer/septic service line 251+
Animal containment areas 501+
SEPTIC/HOLDING TANK ON LOT TO:
Manhole/Access (Y/N) Y
High water alarm level at 36 in.
Meets alarm & circuit requirements? Y
On adjacent lots 1001+
On adjacent lots 1001+
Public sewer manhole/cleanout 100'+
Holding tank 100'+
Manure/animal excrete storage areas 1001+
Building foundation 54 Property line 51+ Absorption field 54
Water main 104 Water service line 101+ Surface water 1001+
Wells on adjacent lots 1001+
ABSORPTION FIELD ON LOT TO:
Property line 101+ Building foundation 104 Water main 104
Water Service line 101+ Surface water 1001+ Driveway, parking/vehicle storage 104
Curtain drain 50'+(NONE KNOWN) Wells on adjacent lots 1001+
F. COMMENTS
600 water storage added May, 2016
G. ENGINEER'S CERTIFICATION
l certify that 1 have determined through field inspections and
review of Municipal records that the above systems are in conformance
with MOA COSA guidelines in effect on this date.
Engineer's Printed Name KENNETH M. DUFFUS
Date 5!17/2016
COSA canary sheet_2.6-15.doe
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCHORAGE
AND (Bu er
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
Eac uiiFPso�
18 Day of M of 20 16 , by and between $UWAs , herein the "OWNER,"
and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of
the mutual covenants contained herein, the parties to this Maintenance and Repair
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AW WTS), described as
Advantex AX -20
located at (legal description).
Gravity Hills Est. Lot 2, 8173 Upper Huffinan, Anchorage, AK
2. Definitions.
Alteration. Any change to the design or function of an AW WTS that
includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design.
Certificate of On -Site Systems Approval (COSA). An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with Anchorage
Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit ���
by the Municipality are the governing guidelines for the construction,
maintenance and repair of the Owner's AW WTS.
6. Nonwalver. The failure of either parry at any time to enforce a provision
of this Maintenance and Repair Agreement shall in no way constitute a
waiver of the provisions, nor in any way affect the validity of the
Maintenance and Repair Agreement or any part hereof, or the right of such
party thereafter to enforce each and every provision hereof.
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended,
modified or changed by a writing, executed by authorized
representatives of the parties, with the same formality that this
Maintenance and Repair Agreement was executed with, and such
writing shall be attached to this Maintenance and Repair Agreement as
an amendment.
B. For the purposes of any amendment modification or change to the
terms and conditions of this agreement, the only authorized
representatives of the parties are:
a. Owner: flyer
b. Municipality: Director, Community Development or designated
authority
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
8. Jurisdiction: Choice of Law. Any civil action arising from this
Maintenance and Repair Agreement shall be brought in the Superior Court
for the Third Judicial District of the State of Alaska at Anchorage. The
laws of the State of Alaska shall govern the rights and obligations of the
parties under this Maintenance and Repair Agreement.
9. Severability. Any provisions of this Maintenance and Repair Agreement
decreed invalid by a court of competent jurisdiction shall not invalidate the
remaining provisions of the Maintenance and Repair Agreement.
OWNER: �J /
By: (sign a Date: !8/ 9
C a -ng
.CKic �! •�'i'kSoJ � �4 (GP��4214 5, tr'�� 25 o Yv
(print name)
STATE OF ALASKA
ONSVBDIVIDED 1
15' DEDICATION
N 89'$,6'47"E 184.88'
10` T&E } 10' T&E
EASEMENT
EASEMENT 0&4VEL
CHAIN—LINK FENCE _ - 10' UTILITY
8.1' x 8.2' EASEMENT
CHICKEN COUP 48.
55.0
g ' � � LO'T� 1 B
WELL
w�
Lor ILOT 2
0 2.308 Acres I o
U Ca
EA I Iw
j
LOT 2
4 -
UPPER HUFFMAN ROAD
HOUSE DETAIL
SCALE 1"=30'
ROOF OVERHANG i
2a5 N \
JALL
\
DECK WITH
BALCONY ABOVE
PLOT PLAN AS BUILT _3i_ SCALE 1" = 100' GRID SW 2AQ Project No.
FJ
J
Lan & AsSOGICJt@S inc.11500 Daryl Avenue, Anchorage, Alaska 99515-3049
g , (907) 522-5476 Phone �p
Registered Land Surveyors (907) 522-4,625 Fax
e=d A p�
kenOlan surve .com / jonothan*longsurvey.com
I hereby certify that I have surveyed the following described property:
LOT 2, GRAVITY HILL ESTATES (PLAT 2006-116 A
Anchorage Recording District, Alaska, and that the Improvements actuated thereon are �� e 4f/
within the property [in** and do not encroach onto the property adjacent thereto, that
no Improvements on the property lying adjacent thereto encroach on fhs surveyed
premises and that there are no roadways, transmission lines or other visible KENN 1G r
...: .
easements on sold properly except as indicated hereon. ��n cA-Ic4 k
Dated this the Day of �d at Anchamge, Alaska ' 4? 520 •' y
��4�4p�ssrot+nL�
If Is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat.