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Municipality of Anchorage
On -Site Water and Wastewater Program - (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP161015 PID Number: 050-581-13
Dwelling: Fil Single Family (SF) [:1 Duplex (D) El Multiple (SF and/or D) Project: [j] New F-1 Upgrade
Name: ABSORPTION FIELD
Richard Marson
Address ❑ Deep Trench 9 Shallow Trench D Bed E] Mound
30750 Sagwon Ave. Eagle River, AK 99577
0 Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
907-622-4334 4 5.0 GPD/SF 0.5 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 0.0 Ft. 0.5 Ft.
North Slope #2 5 10 Fill added above original grade Gravel length
Township Range Section
3.7 Ft. 24 Ft.
Gravel width Beds: Number of Lines Distance between lines
SEPARATION DISTANCES 5.0 Ft. Ft.
Tol
Septic 1 Absorption i Holding Sewer Total absorption area Number of trenches Dist. between trenches
i I Lift Station
From Tank Field Tank Line 120 Ftp
1
Ft.
Other Septic 0 S
> TANK El T.E.P. 0 Holding Fol
Well 100'' >100' I N/A N/A 1 >25'
Manufacturer Capacity
Surface Water >
Orenco/Advantex 1500 Gal.
I
100' 1 >100' N/A N/A
Material Number of compartments
Lot Line >10 >10' N/A N/A Fiberglass 2
NA
Foundation >10' >10' N/A N/A LIFT STATION
Manufacturer Capacity
Curtain Drain None 1 Noted Orenco/Advantex 1500 Gal.
Remarks Pump on level at Pump off level at High water alarm at
48 in, 42 in. 54 in.
Pump make and model Electrical Inspections performed by
PF2005 Capstone Electric
Installer PIPE MATERIAL House to tank D3034 drainfield Tank to D1785
Whitters Excavating Drainfield D3034 CO/MT DIMA
Inspector J. Millette BENCH MARK (Assumed elevation) 100 ft
Inspection 1" �d 10/16/17 Location and description
dates: 10/13/17 2 Garage Slab
3 rd 4 th gk
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp
Conditional Approval: Date
C2 -
Ar 49
'cNiler IW5
A,
z 112592
�S
Approved Date 10
Io10/9/18la
PROFES9P
k\,�, CC% '-
Inspection Report-9-1-12,doc
1500-GALAO\A\NTEX DOUBLE'FOUNDATION
SYSTEM VV/ AX-2OCLEANDU
�.
TREATMENT POD
k 2C.01
�
FCO
4.0
15,7
MHl
10.3
20.7
MI -12
20.6
29.5
2CO
29.3
35.3
C01
36.5 25.4
MT
36.1
CO2
29.5 49.4
CO3
26.2
RECORD DRAWING
0 50 100
I iMl EM FEET
LEGEND
CO CLEANOUT
2CO-DOUBLE CLEANOUT
FCO-FOUNDAT|ONCLEANOUT
FS'FLOW SPUTTER VALVE
MH-MANHDLE
MT-MON|TOR|NGTUBE
SV-SEPT|CVENT
TH'TEST HOLE |
o INSULATION
96.7 ORIGINAL GRADE
96.7,-//,, MOA APPROVED DRAINAGE SAND 96.7
\�90.2 GROUNDWATER 9/8/17
(NO SCALE)
OVV0EROFLAND: Richard Marson
ADDRESS: 61I55S Ave Eagle River,AK 99577
Bore Hole
Data
Depth
From
To
LEGAL DESCRIPTION North Slope #2 Block5 Lot 10
DATE: 10'16'17
PERMIT NUMBER: osp161015 DATE opISSUE: 9-27-17
TAX IDENTIFICATION NUMBER 05058113000
|swell located atapproved permit |ocation:VNYesF]No
F7��152
Method of Drilling: b\�airrnta,y L_]cab|etoo|
Depth of Well: 205'
Casing Type: Steel wa||mickne`s.2SO inches-----' ---
Diameter: 6 i^coes' depth1g6 fcc�
Liner type
Static Water Level: I56 feet
Recovery Rate S V\,j gpm F—] Aph
Method ofTesting Air
Well Intake Opening Type: V\Jopen end [_]openho|e
F� Screened Start feet Stopped
F Perforations Start ---- feet Stopped ------
Grout Type: Bentonite Volume: 50 lbs
Depth: from 2 feet, to 42 feet
Well Disinfected Upon Completion: [��yes 1_1 no
Method of Disinfection: Chlorine 5OPPM
Comments:
4
152
160
160
168
168
189
189
205
Casing Stickup
Overburden
Hardpan w/Boulders
Tight Sand &Gravel
Sand & Gravel Water (no static)
Tight Sand &Gravel
Bleeding Hardpan
Drillers Name: Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit copy of the well log to the proper authority.
Municipality of Anchorage: Department of Health Q Human Services and/or Department of Environmental Conservation.
MatSuBorough: Department ofEnvironmental Conservation.
Well Drilling Permit Number: SW OSP161015
Parcel Identification Number: 05058113000
Legal Description
North Slope #2 Block 5 Lot 10
11 Pump Installation Date: 11-17-18
11 Pump intake Depth Below Top of Well Casing: 190
U Pump manufacturer's Name: F&W
11 Pump Model: 41`07P07301S
11 Pump Size: 3/4
11 Pitless Adapter Burial Depth: 10
Pit|essAdapter Installer: VVhbtersExcavating
Disinfected Upon Completion? N yes F� no
U
Method of Disinfection: Chlorine 50 PPM
11 Comments: Pitless Manufacturer: Martinson
11 Pump Installers Name: Sullivan Water Wells
Date ofIssue 9'27'17
Property Owner Name &Address
Richard Marson
feet
BE
feet
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
SGS ReL9
Client Name
Project Name/#
Client Sample ID
Matrix
Sample Remarks:
1185977001
Forte ing EngineerInc.
Engineering
North Slope 1112 B5 L10
North Slope 42 B5 L10
Drinking Water
Printed Date/Time
Collected Datef rime
Received Date/Time
Technical Director
10/23/2018 14:42
10/17/2018 14:45
10/17/2018 15:44
Stephen C. Ede
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date Init
Metals by ICP/MS
Arsenic ND 5.00 L12/1- EP200.8
C (<10) 10/18/18 10/22/18 DSFl
Waters Department
Total Nitrat&Nitrite-N 0.380 0.100 mg SM21 4500NO3-F B (<10) 10/22/18 EWW
Microbiology Laboratory
E. Coli Negative I I 00ml, SM21 9223E A 10/17/18 NRO
Total Coliform Negative
I I 00nil, SM21 9223B A 10/17/18 NRO
2of5
MUNICIPALITY OF ANCHORAGE mens
On-Site Water& Wastewater Program
.a PO Box 196650 4700 Elmore Road
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
http://www.muni.org/onsite '
Deparuncnt
,MSM ON 0,4E
On-Site Water & Wastewater System Permit
Permit Number: OSP161015 Effective Date: 9/27/2017
Work Type: WellSeptic Initial Expiration Date: 9/27/2018
Tax Code Number: 05058113000
Site Legal Address: NORTH SLOPE #2 BLK 5 LT 10 G:0703
Site Mailing Address: 30835 SAGWON AVE. Eagle River
Owner: MARSON RICHARD & Lot Size in Sq Ft: 61255
Design Engineer: ANDERSON ENGINEERING Total Bedrooms: 4
This permit is for the construction of:
0 Disposal Field 2 Septic Tank ❑ Holding Tank ❑ Privy El Private Well ❑ Water Storage
All construction shall 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 shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day. or
b. Covered, sealed, and heated to prevent freezing
Received By: /.,�� n,it 4 fL) Date: -I/` !/( 7
Issued By: Li �� Date: 07/7
Municipality of Anchorage .'.d0 ,vrfe,„.,,,,,. :
ucIul Ment
P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http://www.muni.orq/Onsite
Development Services Division
On-Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ***
Waiver#: OSV171114 COSA#: Permit#: OSP161015
PID#: 050-581-13
Legal Description: NORTH SLOPE#2 BLK 5 LT 10
Engineer: Forge Engineering
Applicant: Richard Marson
Your request for a waiver of the required 4 feet vertical separation from the absorption field to
seasonal high groundwater has been approved. The approved separation distance is 2.0 feet.
This waiver approval applies to the proposed absorption field only. Any future upgrade to the
on-site wastewater disposal system will require all separation distances be met or another
approval from this department.
❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
® Adjacent properties are not affected by this waiver.
'
Waiver is Granted: X Waiver is not Granted:
Date: q/Z-(/[7 Approved by: A..., ' / �. �_
/ Name of Revip er
***'k VARIANCE/WAIVER REVIEW ****
MUNICIPALITY OF ANCHORAGE
(e :Community Development Department . `-' _ i Phone: 907-343-7904
Development Services Division .__- Fax: 907-343-7997
On-Site Water&Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 0 S 4 — 58v— /3
Property owner(s) 12(f.h/ L A44r2 S CA-I Day phone 622- 4339
Mailing address 3 4 7 S0 S r4C&)dit.) A.U p�
Site address S >4 Okla iJ A '1
-
Legal description (Sub'd., Block & Lot) A/0 e-74-4 S Lop t 4;6 .6) S 4 /d
Legal description (Township, Range & Section)
Lot Size (l Z S5Sq. Ft. Number of Bedrooms 11
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(IS all that apply)
Absorption Field 03 Initial Single Family(SF)
(w/wo ADU)
Septic Tank P Upgrade ❑ Duplex (D) El
Holding Tank ❑ Renewal ❑ Multiple Dwellings El
CI (SF and/or D)
Private Well
Water Storage 0
THIS APPLICATION INCLUDES A VARIANCE 1 WAIVER REQUEST FOR:
Joh to 9ratnAc c ff- Distance: 2 '
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
Wt. /97--
u
(Signature roperty owner or thorized agent)
Permit/Rush Fees: 5-(itA•t?is -)fig Waiver Fees: 15
Date of Payment: 112411 i, Date of Payment: 9 /Z61/7
Receipt Number: Oo tReceipt Number: 03 Y 6 0 C.
Permit No. m111 (.11016- Waiver No. OU/71(/`-{
Permit App_9-1-12,doc
FORGE ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
September 25, 2017
Municipality of Anchorage
Development Services Dept- On-Site Water& Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: North Slope #2, Block 5 Lot 10
Septic system design and permit application
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 4-bedroom home on the property, so we are
submitting this permit application for the construction of a new well and septic system. The
attached site plan identifies the location of the home as well as the proposed well, septic location
and alternate site. No conflicts exist between this proposed system and any wells, whether on this
lot or adjacent lots. Drainage arrows are shown on the site plan showing the grade and direction
of flow. The drainage pattern in general will not be changed by the construction.
The test holes placed on the lot indicate GM to SM soils with SP mixed throughout. No bedrock
was found, but groundwater was discovered at 4.5' on 7/17/2006, and recently measured at 6.5'
on 9/8/2017. The percolation rate was determined to be around 15 min/in. A Category III septic
system (Advantex) with an application rate of 5 gpd/sf was used in the design of the absorption
system. We are proposing to place a new 1500-gallon septic tank with a shallow trench 5' wide x
24' long x 0.5' effective depth. The elevation of the distribution line will be at existing ground
surface, with a total depth of 0.5' below existing grade. Soil will be mounded above the trench. A
minimum of 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over
the septic tank. The Advantex system will need to include remote monitoring capabilities.
Due to the high groundwater, we have requested a waiver for a 2' vertical separation to the
groundwater. In addition, we are asking for permission to put in a minimum of 2' of engineered
receiving soils. This is necessary because of the 1-2.5' of organics on the site.
The ground surface on the lot slopes steeply toward the front. Most of the lot is between 15-20%,
although there are no areas downslope that are steeper than 25%. The driveway has been designed
with a landing at the bottom for parking, to allow a steeper slope up to the home without routitng
it over the septic system. The new trench will be constructed parallel to the slope as much as
possible. It will be a minimum of 100' from all wells and surface water, and more than 5' away
from the septic tank. The alternate site is located more than 10' away.
If the system is constructed as designed, it will have no adverse impact:
• On the wells in the area or those to be constructed in the future.
• On existing septic systems in the area or those to be constructed in the future.
• On reserve space, either surface or subsurface, on any lots located in the area.
• On drainage patterns in the area. The current drainage pattern will be maintained.
•
Sincerely, p.� ''.•� ��lqeI
ar,A
i 49114 •.*tp
Benjamin Schiller, PE # VI` { .pit ;
FORGE ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
September 25, 2017
Municipality of Anchorage
Development Services Dept- On-Site Water& Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: North Slope #2, Block 5 Lot 10
Waiver for vertical separation to water and engineered receiving soils
Dear On-Site Services Engineer:
The owner of the above lot is constructing a new 4-bedroom home, and will need a wastewater
disposal system. We have designed a new Category III system(with remote monitoring) and
absorption trench.A mounded system will be necessary to achieve the required separation distance
from groundwater.
The test hole data shows organics for the top 2',with GM to SM soils below that. The groundwater
has been measured at 4.5' on 7/17/06 (verified at 6.5' on 9/8/17). The seasonal high groundwater
level is estimated to be two feet higher than that. Current code requires a minimum of 2' of in-situ
receiving soils with a total 4' separation above the seasonal high groundwater levels.
We are asking for a waiver to allow 2' of filter sand to be used in this case. The peat and organics
will be removed from under the trench down to in-situ soils and a minimum of 2' of fill placed to
maintain the separation to groundwater. There are no adverse consequences to this proposal, and
it will not adversely affect drinking water aquifers. The classified fill is better quality than the in-
situ soils, and will provide for greater separation to groundwater
In addition, we are asking for a waiver to allow 2.0' separation to groundwater in this case. Since
this is a Category III septic system, it processes the effluent significantly more than a typical septic
tank.The difference in effluent quality is enough that reducing the separation by 2' to groundwater
will not cause any threat to health, either in this property or in neighboring properties. We
understand that the requirement is to include remote rutting with this system.
Thank you for considering this request. •'' • '�.: ��
4
Sincerely, , _ r
f Rt 4
"" : o
; cE. ,sr .• r
Benjamin Schiller, P.E. � .. •.? a5 11.••
4
Iivirtv+e6
/
10' UTILITY —Ns — —
EASEMENTS ' Lot 4
_ \ \ /,
` // 100' WELL RADIUS \ \ \ \ /
i
N •
. \ r \ //
N N. N.,.
, : NORTH SL *2
BLOCK 5 LOT 10' - . \
��
PROPOSED WELL \
INSULATE LINE UNDER
DRIVEWAY �� �N '.
SEPTIC SYSTEM AND FCO ap9 \ N ,,
ALTERNATE SITE CO 0G 15 0%
Tal-I#21500-GAL ADVANTEX ;'
Fl . �?. SYSTEM W/ AX-20 -
Lot 11 0 TREATMENT POD
---
2C0,..f ��,y
/��CO MT. TH#1 ���,
/
ALTERNATE t ,oa. I ' /
SITE I i /
\ f Lot 9
t )omj
LIMITS OF I
\ OIMINMOUND
15-20%
7
OUTFALL
24' LONG x 5'
-, / \ WIDE, 0.5'
` EFFECTIVE DEPTH
ABSORPTION
TRENCH
N
NOTE:
'__ ``\\�� NO SLOPES>25%WITHIN 50'OR SURFACE WATER WITHIN 100'OF
.1". ...•••:.:9tp�a+ THE PROPOSED SEPTIC SYSTEM
49 %� *+`� ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS
/ PROPERTY ARE SHOWN, NO CONFLICTS WITH WELLS OR SEPTIC LEGEND
'' / SYSTEMS.
Be in Schiller ' MT-MONITORING TUBE
r�9F•• AEL 12592 .•�`<, 0 50 100 FCO-FOUNDATION CLEANOUT
#r%�\• ROFESS`0. 1�_5 FEET
1 �oP a� .� TH-TEST HOLE
AN CO-CLEANOUT
NORTH SLOPE #2, BLOCK 5 LOT 10
DESIGN FACTORS: SYSTEM REQUIREMENTS:
PEAK FLOW: 600 GPD (4 BEDROOM) 5-WIDE TRENCH
PERK RATE: 15 MIN/IN 1500-GALLON SEPTIC TANK
APPLICATION RATE: 5 GPD/SF CATEGORY III SEPTIC SYSTEM WI
REMOTE MONITORING SYSTEM
600 GPD / 5 GPD/SF 15' WIDE * 1 REDUCTION = 24.0 LF of trench
THEREFORE: CONSTRUCT AN ABSORPTION TRENCH 24' LONG x 5'WIDE x 0.5' EFFECTIVE
DEPTH. FLOW LINE ELEVATION IN TRENCHES TO BE AT ORIGINAL GROUND SURFACE.
TOTAL DEPTH TO BE 0.5' BELOW EXISTING GROUND. REMOVE ORGANICS AND PROVIDE 2'
OF SAND BELOW FILTER ROCK. PROVIDE 2' COVER AND 2" INSULATION OVER ABSORPTION
TRENCHES AND 4' COVER OVER SEPTIC TANK.
6" .•
6" , '� 2"INSULATION
4" PERFORATED PVC (HOLES DOWN)
•
DRAINFIELD ROCK
2'
tit Kt_
2'FILTER SAND t
I .y z,4_�,<. :E:lv�•::'I t �.:`eti Ti'i to itS RZEtplft
r.ry 5' �
REPLACE ALL ORGANICS WITH SAND
2'TO GROUNDWATER
6'TO BEDROCK OR IMPERMEABLE LAYER
5' WIDE TRENCH SECTION
(NO SCALE) �g4 * •t'OA
NOTES: i .. TH *N
GRADE AREA OVER TRENCH TO DRAIN AWAY % ,, r,.�'••. - ,
os
MIN 6' SEPARATION FROM BEDROCK / Beni in Schiller
MIN 2' SEPARATION FROM GROUNDWATER + ,., AEL 12592 .•��i�
MIN 100' SEPARATION FROM NEARBY WELLS '4k;FpPROFE55lONA��4
MIN 100' SEPARATION FROM SURFACE WATER OR STREAMS
' tooapp4
GARNESS ENGINEERING GROUP, Ltd. '� I'10
• 4
-- � CONSULTANTS&GENERAL CONTRACTORS - _ :- -. � � � ,• F -�L. /Il
370t I 10008 RWD. Stet 101 •ANCHOR,rf,[• AK. 99:/07 • PHONL (007)337-6170 • FAY, (9O7)334-324 • WEBSITE: gam....nq,n..nnq tem 1 t�
[SOIL LOG — PERCOLATION TEST /? p
LEGAL DESCRIPTION; NORTH SLOPE SUBDIVISION #2: LOT 10, BLOCK 5 Ir ici ....Je,f A` arness• 5p
PERFORMED FOR: BONNIE MEHNER14, '• �E-7953 ��O
DATE: 7/7/2006 In sre. ab is
DEPTH•---::::::, e F.�
(deet) _= TEST HOLE #1 d�4p�e5on��
1 : ORGANICS o0 0
===za SOIL CLASSIFICATIONS
2 ====" _
=d=- = GVd =� ORG
• ifi APPROXIMATE
• • ;2:1/if
3 .,. GM CI_ LOCATION OF
4— ` GC T4Ot, TEST HOLES• �� °� SW � MH N
5— ` ' • • • SP CII �TH2 ,�—
t
` •,, y•t SI'1 ,' ,i �j OH /�
6— ` 1 e SC +TH#1 /
• .•, GM TO SM /
i
7— • `., W/ SP MIXED DEPTH TO r
THROUGHOUT DATE 1
GROUNDWATER• •
1t
8— 1• SEEPS 0 5' 7/7/2006 I1
•
•• 4.5' 7/17/2006
• • ~��...� SCALE: I
B.
1 ; — • DATE READING CLOCK NET TIME WATER LEVEL NET DROF
mi
TIME (MINUTES) READING (INCHES)
i2 • • 7/10/2006 1 2:35 - 6" -
[3.0J[. 2 3:05 30 4" 2"
13--' 3 3:05 - 6" -
4 3:35 30 4" 2"
a-' 5 3:35 - 6" -
6 4:05 30 4" 2"
15—
16—
17— 1
I
18—
i9_ PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (114:7E'._'.
TEST RUN BETWEEN 3.5 FT. AND 4.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: I YES ❑NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS
COMMENTS:
. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -7/Zio ob
44oQoo4
GARNESS ENGINEERING GROUP, Ltd a P4 �' .:'-AG,
/JQ . � )
1701 E. TUOOR ROAD. SUITE 101 •k+CHOWLE•M. 99507 • PROM (907)331-6179 •FAX: 1907}336-3246• WEBSITE; 9 usng.n..n9.corn ✓ -.. I l,
SOIL LOG — PERCOLATION TEST p
LEGAL DESCRIPTION: NORTH SLOPE SUBDIVISION #2: LOT 10. BLOCK 5 f .Jeff': A, c. ess.- GI
PERFORMED FOR: BONNIE MEHNER DATE: 7/7/2006 rl s • -795 • `ppO
DEPTH......-:::=.' n" •'71 0' c'aa
(feet) ^ ORGANICS TEST HOLE #2 �)e;Z:so SsiQa �
1 ^sl Odoo
I SOIL CLASSIFICATIONS
2— M '1Effia GW _ ORG
3 . GP ) ML ��
RALE GM /� CL LOCATION OF
4— ' Corea GC 1 OL TEST HOLES
.,-'--- 1:
.�: SWj,),) MH
5— SP CH0 •TH#s
I 1 � IIIIIK SM ./ ,: �; OH /�
'i GM TO SM �4 `� Sc
6— i•.�..� , C �TH1yT �
' f W/ SP MIXED /
7— ` THROUGHOUT DEPTH TO !
GROUNDWATER DATE
_ 1
•
8, SEEPS 0 7' 7/7/2006
6.5' 7/17/2006,
9— L -7' /413ol/S '—
—� SCALE:
10— , 1- _ 100'
CLOCK NET TIME WATER LEVEL NET DROP
1 t DATE READING TIME
. (MINUTES) READING (INCHES)
12 1t 7/10/2006 1 2:35 - 6" -
13.0.H. 2 3:05 30 2" 4"
13— 3 3:05 - 6" -
4 3:35 30 3" 3"
14 5 3:35 - 6" -
6 4:05 30 3" 3"
15—
16—
17—
18— a
19— PERCOLATION RATE 10 (MIN./INCH) PERC- HOLE DIA. 6 (INOIES)
TEST RUN BETWEEN 2.0 FT. AND 2.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: • YES [LINO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY; BENNY MAUS
COMMENTS:
PERFORMED BY GEG. Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 7/24 «.
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCHORAGE
AND RICHARD MARSON
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
13 Day of SEPTEMBER of 20 17,by and between RICHARD MARSON
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
(AWWTS), described as
ADVANTEX SYSTEM
located at (legal description).
NORTH SLOPE#2 BLOCK 5 LOT 10
2. Definitions.
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.
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
the system from performing as designed.
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.
Permit. An On-Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AWWTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations, Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AWWTS,the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall
maintain their AWWTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AWWTS
service and maintenance provider approved by the municipality and the
manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it
shall be the responsibility of the Owner during the term of this Maintenance and
Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay
for any and all: (1) repair(s), (2) maintenance, (3) adjustunent(s), (4)replacement
costs, and (5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws,regulations, rules
and orders for the AWWTS.
C. Upon request by the Municipality, the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor,the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance, repairs or
permitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On-Site Systems Approval.
H. Owner agrees that the AWWTS installation and maintenance requirements as
provided by the AWWTS vendor/installer and approved by the Municipality are
the governing guidelines for the construction, maintenance and repair of the
Owner's AWWTS.
6. Nonwaiver. The failure of either party 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: RICHARD MARSON
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.
By: / <A-- (signature) Date: '7 '`-/-z4=77
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STATE OF ALASKA )
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THIRD JUDICIAL DISTRICT )
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