HomeMy WebLinkAboutSOUTHPOINTE BLK 3 LT 8 Onsite File
Southpointe
Block 3
Lot 8
#020 - 311 - 66
Municipality of Anchorage
On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP191074 PID Number: 020-311-66
Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade
Name
Crown Pointe, Inc.
ABSORPTION FIELD
❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
6506 Southpointe Ridge Drive
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
229-1886
4
6.0 GPD/SF
6.5 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
6.0 Ft.
Gravel depth beneath pipe
0.5 Ft.
Subdivision Block Lot
Southpointe 3 8
Fill added above original grade
0.3 Ft.
Gravel length
25 Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
125 FF
Ft.
Well
>50'
>50'
N/A
N/A
>25'
TANK ❑ Septic ❑ S.T.E.P. ❑ Holding Fmil Other
Manufacturer
Orenco / Advantex (FAP)
Capacity
1,500 Gal.
Surface Water
>50'
>50'
N/A
N/A
Material
Number of compartments
Lot Line
>5'
>10'
N/A
N/A
NA
Fiberglass
2
Foundation
*9.5'
>10'
N/A
NIA
LIFT STATION
Manufacturer
Capacity
Remarks *See attached septic profile.
Gal.
Alarm location
Electrical installed by
PIPE MATERIAL House to tank D3034 drainfield Tank to
D3034
Installer
Northern Excavation
Drainfield D3034 CO/MTD3034
Inspector J. Millette
BENCH MARK (Assumed elevation) 100 ft
Inspection15' 4/26/19 8/2/19
Location and description
2�d
Garage slab.
3rd 4`h
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
OF
Conditional Approval: Date
'm��P,.°••'
49th
aysvvav//}},++
0 ................................................
r°MICHAEL E. ANDERSON d
♦ % No. CE-4381
®�®TF,p'•..,0�10/5/20
Septic System
Approved cajvx Y/,)7&)(
Date
.•°°'tt��
Fp....
Note: this approval does not include well permit requirements.
....
�����r���®-���® �®
(Rev VD/UL/ 16)
SOUTHPOINTE, BLOCK 3, LOT 8
PERMIT # OSP191074
PID # 020-311-66
31.9
MW
\ SOUTHPOINTE
32.3
RIDGE DRIVE
\ 15' T&E
EASEMENT
yyj
2CO
29.8
38.4
C01
\ —��---
28' DRIVEWAY EASEM
50' WELL RADII
(2008-052829-0)
\ s
'.
• yy
; •' . DRIVEWAY EASEMENT
' ' , • ' � • '
I
• y� (2011-024327-0)
EXISTING WELL ✓,
TTH2 ALTERNATE SITE
\ — —
25' LONG x 5' WIDE x
\ CO2 i
0.5' EFFECTIVE DEPTH
\ r ABSORPTION TRENCH
\
col
2C0
\
\
1500 -GAL
MH2
\
\
ADVANTEX TANK
\ \
\ � B
4'BEDRppMN
MH1 W/ AX20 POD
� I \
pM�
AFco
LOT 9
��
THE WELL ON THIS LOT IS MORE THAN 50'
\ EX�STIN&WELL \ \
FROM THE PROPERTY LINE.
y�LO_T8\�,--_�,
\\\
\
�2
\ �F
ti
A B
GE
ENGINEERING
PLAN AS -BUILT
0 50 100
EEL— M FEET
111=50'
FCO
5.4
31.9
MW
12.6
32.3
MH2
22.7
35.3
2CO
29.8
38.4
C01
41.1
29.2
CO2
1
62.7
35.8
MT
62.8
34.9
I
LEGEND
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
Permit Number: HSW191074 Date of Issue: 4-10-19 Parcel Identification Number: 02031166000
Date Started: 6-15-19 Date Completed: 6-18-19 Is well located at approved permit location? x Yes ❑ No
Legal Description: Southpointe Block 3 Lot 8
Property Owner Name & Address: Crown Pointe Inc
PO Box 112313
Anchorage, Alaska 99511
Borehole Data: Depth (ft) Method of Drilling x air rotary ❑ cable tool
Soil Type, Thickness &Water Strata From To Casing type: steel
stick-up 0 2
cobbly gravelly silt 2 14
bedrock 14 268
WATER
"tratas _I • g
A
ZJ I ZO
Wall Thickness: .250 inches
Diameter: 6 inches Depth: 22 feet
Liner Type:
Diameter: inches Depth: feet
Casing stickup above ground: 2 feet
Static water level (from ground level): 151 feet
Pumping level: 267 feet after
2 hours pumping 5 gpm
Recovery Rate: 5 gpm
Method of Testing: air li t
Well Intake Opening Type:
❑ Open End x Open Hole
❑ Screened Start feet Stopped feet
❑ Perforations Start feet Stopped feet
Grout Type: bentonite granules Volume: 5 bgs
n --+I,. 'I ().fPPf CtnnnPd 7n fPnt
Pump: Intake Depth feet
Pump size hp Brand Name
IIWell Disinfected Upon Completion? x Yes ❑ No
Method of Disinfection: chlorine tablets
Comments: 4.5 pvc was installed from 12' to 52' with a
shale paker at the bottom at 52'. Bentonite granules were
deposited and hydrated from 20' feet to52'
Well Driller: Alpine Drilling & Enterprises
PO Box 110496
Anchorage AK 99511
U b U., L' Li I J k1l Li: -Ii k1_1 d t 4 J..' U Z 1_-M1LLiNk_1
MUNICIPALIT T %JF ANCHORAGE
it Phone: 907-343-7904
Development Semllce.s Department
On -Site VV-citer & Wastewater 'SectionFax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: 191074 Daft ofls'que':4
ParcelIdenfificat.imi Number: 020311_66V,-<'_)
Legal De-veriptiva 1-Alock 1Lut oproj proper Owner Name & Address.
"y
Pr
I 'I ointe, inc,
$0uthpointVfe w 18 11P.0, Box 112313
Anchwaoe, AK 99511-2313
purup Installation Date. 10 __-z —_2015
Pump Intake Depth BelvivTop of IVDU C-Hsing: 252____ feet
Pump Manufacturer's NMAke,
Pump',Nlodel.• 10SH10
Pump Size; - I hp
Goulds
Pities Adapter BurW Depth - N/A feet
NIA
Pitless Adapter Manufactnrer's Namt: — __
Pitless Adapter Installer: WA
Well DL,Oectad Upon Completiuk(? Ves 77 No
Method of -Visinfectimc.ahlorine tablets
Comments;
PLEASE SAVE FOR CO,' 3 3A.
Pump 1ja0aller Name'
Aarow Pump & Well Service, L.LC
P.0, Box 11049 6
Anchorage
f
r1st.,ader sball pro'Vide a pump instal laticin iog to On-�te within 30 d:Vs 0 _13MIT installation.
Received Date/Time 05/11/2020 15:52
05/11/2020 15:30Collected Date/Time
1201832001
Matrix
SGS Ref.#
Client Sample ID Southpointe B3 L8
Client Name
Project Name/#
Printed Date/Time 05/18/2020 14:00Forge Engineering Inc.
Technical Director Stephen C. Ede
Southpointe B3 L8
Drinking Water
Sample Remarks:
Parameter Results LOQ Units Method
Allowable
Limits
Prep
Date
Analysis
Date InitContainer ID
Metals by ICP/MS
ACF05/12/20EP200.8ug/LArsenic 05/12/20ND5.00 (<10)B
Microbiology Laboratory
ACF05/11/20SM21 9223B100mLE. Coli Negative 1 A
ACF05/11/20SM21 9223B100mLTotal Coliform Negative 1 A
Page 2 of 6
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N,""""r,. MUNICIPALITY OF ANCHORAGE
�� On-Site Water&Wastewater Program
Shm, tbwe'` PO Box 196650 4700 Elmore Road .
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997http://www.muni.org/onsite\ ':"' !, y
N. mcnt
4 hcHORP°.
On-Site Water & Wastewater System Permit
Permit Number: OSP191074 Effective Date: 4/10/2019
Work Type: WellSeptic Initial Expiration Date: 4/9/2020
Tax Code Number: 02031166000
Site Legal Address: SOUTHPOINTE BLK 3 LT 8 G:3738
Site Mailing Address: 6506 SOUTHPOINTE RIDGE DR, Anchorage
Owner: CROWN POINTE INC Lot Size in Sq Ft: 117846
Design Engineer: FORGE ENGINEERING Total Bedrooms: 4
This permit is for the construction of:
RI Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy El Private Well 0 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
Special Provisions:
pt
The entire subsurface disposal field and/or alternate is not within a 30 foot radius of a percolation test. The
ngineer needs to do an additional percolation test prior to the construction of the septic field. Please submit
v tamped and signed results with the As built Inspection Report. If the results require a design change,
/con tion of the system will stop pending On-Site review and approval.
/god 0
G1
5/gA CO ) , 1 a1 S/1
Received By: i1HWLT7l1f9( j) Date: I G iii I
t
Issued bi- IN ....✓ Date: Vo//ei
R U3 9 891
MUNICIPALITY OF ANCHOR A 497'
RUSH
rr t 1'i 3'
Community Development Department N1 P rete: 907-343-7904 ti
w
Development Services Division r - 907-343-799 A
On-Site Water & Wastewater Program r 1w ; << 01 6 9 L 9
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 020-311-66
Property owner(s) Crown Pointe, Inc. Day phone 229-1886
Mailing address P.O. Box112313 Anchorage, AK 99511
Site address NHN Southpointe Ridge Drive Anchorage, AK 99516
Legal description (Sub'd., Block & Lot) Southpointe, Block 3, Lot 8
Legal description (Township, Range & Section)
Lot Size 117,846 Sq. Ft. Number of Bedrooms Four (4)
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(Z all that apply)
Absorption Field I X1 Initial X Single Family (SF) 'XI
(w/wo ADU)
Septic Tank 'XI Upgrade
Duplex (D) n
Holding Tank n Renewal
Multiple Dwellings
Privy ❑ (SF and/or D)
Private Well ❑X
Water Storage I I
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.
444,--SLS atA—t9----\
(Signature of property owner or authorized agent)
Permit/Rush Fees: 4/1312. eWaiver Fees: a-as fi las-
Date of Payment: `l(2-11 1 Date of Payment: 1 a 1l 9
Receipt Number: ( 51$3 Receipt Number: 65'g3,D
Permit No. ()SP Iq 103-' Waiver No. OS V Iq IUO$
Permit App_.-.• : ...c
cow-)
�,) ' GE
ENGINEERING
PO BOX 240773
ANCHORAGE,AK 99524
522-7773 677-7766(FAX)
May 14, 2019
MOA Development Services Dept, On-Site Water& Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Southpointe,Block 3,Lot 8—NHN Southpointe Ridge
Septic System Design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 4-bedroom home on the property. 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 and the proposed well, septic location and
alternate site. No conflicts exist between this proposed system and any other well or septic
system on this lot or adjacent lots.
The ground surface on the lot in the area of the absorption trenches is relatively flat. Contours are
shown on the site plan indicating the grade and direction of flow. Stormwater drainage will not
impact this septic system. The new trench will be constructed parallel to the slope as much as
possible. The trench will be placed in a 10-15 year old fill section. The fill is composed of clean
sandy gravel which was obtained during the development of the subdivision from the local area.
The material is identical to the soil lense directly beneath the fill and has naturally consolidated
over the past many years. The discharge of effluent from the Advantex Treatment System into
this fill section will be have the same effect as if discharged into the naturally occurring
underlying material. Effluent will flow through the sand filter layer and then to the material
below with no adverse impact to the environment.
Wells on this and adjacent lots are shown. The new system will be a minimum of 50' from all
wells and surface water, and more than 5' away from the septic tank.
Please refer to the attached test hole log and plan and profile sheets for the septic design. If this
design is followed, there will be no adverse impacts to adjacent properties.
Sincerely, ••••••OF '%
14/k....L.Q, L-t9---1
Michael E. Anderson, PE % ;• 40th ` ''. ++
i r.I . ...�101
,�
•
++ MICHAEL E. ANDERSON i =
+� 44 NO. CE-4381
. �
••',lei::S:: ••
SOUTHPOINTE, BLOCK 3, LOT 8 COO- i
I \ \ N /
J \\ \\ \� \ — /< •/' \\
\ SOUTHPOINTE \
\/S' \ \\ RIDGE DRIVE • : '
N 15'T&E �.,/ \
N EASEMENT //�j I
// \ \\ �\ •// ..S'
S
/ \
\ •�-- �// 28'DRIVEWAY EASEMENT
50'WELL 14AD11 .: y (2008-052829-0)
I — — \ S DRIVEWAY EASEMENT
• ' •. .. • ' •• yi (2011-024327-0)
EXISTING WELL ___/ .21 ,�•
\ /
(
/ \ •
`( / 02
\ I \N 1 // •• ALTERNATE SITE
A
25'LONG x 5'WIDE x
\ \ ,� 0.5'EFFECTIVE DEPTH
• ABSORPTION TRENCH
\ \ \
\ / //•F`I 2C0
1500-GAL
/ MH \ ADVANTEX TANK
\ \ — W/AX20 POD
PFI9POSED 6\LL 4'BFDROOMNO FCO \
ME LOT 9
\ \ \ \ •1 THE WELL ON THIS LOT IS MORE THAN 50'
N \ N \ FROM THE PROPERTY LINE.
\\\\ N\ \ \
----.1_____1111184/1/ 1
LOT 8 - _ -� ,
,
\ /
ti°�sT\ - ` � /
\ \ \ \ ` (If?, \\ \ N \ /
F
N t� \
N _ F�''c�,gs\� \\ \ /
� _ � � ` FMF�T\\\ �\ /
N \ \
\ _ \\ \ f
\ \\
NI
\ \it \
\ \ \ I
GE \
ENGINEERING,. NOTE. \ , \ \ \ I
40.. i• NO SLOPES>25%WITHIN 50'OR SURFACE WATER WITHIN 100'OF THE LEGEND
••.-\E............... PROPOSED SEPTIC SYSTEM
..�1SP,.•• ,.S.i. CO-CLEANOUT
1 i\•�°•yI.-�. ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS 2CO DOUBLE CLEANOUT
S • 49th e i FCO-FOUNDATION CLEANOUT
.. .... ... .
• PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC
• � � •�-• FS-FLOW SPLITTER VALVE
•i. MICHAEL E. ANDERSON . ••
•r.�•' SYSTEMS.
MH-MANHOLE
•t1 s,1... No. CE-4381 rpt{=. 0 50 100 MT-MONITORING TUBE
v♦,�F�•y.•.5/14/19 ..."l 4, I� - FEET
SV-SEPTIC VENT
N.PRoFE5;;�• 1"=50' TH-TEST HOLE
SOUTH POINTE, BLOCK 3, LOT 8
DESIGN FACTORS: SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW 5'WIDE TRENCH SYSTEM
PERK RATE: <1 MIN/IN 1,500-GAL FAP ADVANTEX SEPTIC TANK
APPLICATION RATE: 6.0 GPD/SF AX-20 FILTER POD
600 GPD/6.0 GPD/SF/5' WIDE *1.0 RED. FACTOR = 20 LF TRENCH REQUIRED (25 LF SPECIFIED)
BOTTOM OF TRENCH:6.5' BELOW GRADE
FLOW LINE ELEVATION: 6.0' BELOW GRADE
TOP OF TRENCH: .5'ABOVE GRADE
6"
=11 11 lmllooi
1111
-II iqii
I* *11 11*11"
SII II*II=lll0l
5.5' - �
11,111
=V14111411
IIRII*11011:
=1�1 * *1111*11011 =
-110110110II*11:11=
„
4 PERFORATED PVC (HOLES DOWN)
6" %: %:%=%=%=f •= %=•=
6„ , : : : : : :::.;.: : : DRAINFIELD ROCK
2' MOA APPROVED SAND
INor
GE
ENGINEERING
TYPICAL TRENCH SECTION q •
(NO SCALE) +�P�E.,..........Cq"
a ` 49th %` •
17
NOTES: '
� •
1. GRADE AREA OVER TRENCH TO DRAIN AWAY %'!-�s.�. te --•
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' • MICHAEL E. ANDERSON
WITH 2" OF INSULATION t��' •., No. cE-43S1 ir' "�
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER �.• eo'•....................5/10/19 .•�c� '++
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY �1•6� isS *�•
46 nP
TGE SOILS LOG AND PERCOLATION TEST %{x 49tn �"
•
INGINIIIIING , �{/
-, MICHAEL E. ANDER l,,r■
ILO..A...No. cE-43et e
LEGAL DESCRIPTION: SOUTHPO INTE B3 L8 -.A o./28/19 crit
PERFORMED FOR: CROWN POINTE -404,e6%........
R°1� ILII .�
DATE: 5/19/18 PROJECT No.: •
PARCEL ID#:
020-311-66' TECHNICIAN: N. SHAFER Professional Engineers Stamp:
DEPTH TEST HOLE 1
(feet)
1 S_OPE SITE ELAN
2 ,.
3 ROCKY GRAVEL FILL
•5 —.:'..:1!:.::',
.r, :4j SEE SITE PLAN rya
7 '":•se ri SANDY SILTY GRAVEL
9 R� y
: .,f_.;"..
�<r.;r;��,ty?•�' WAS GROUND WATER ENCOUNTERED? NO
1 0— tZe.:Z St'71 IF YES(n WHAT DEPTH? S
��".fp•'SG DEPTH OF WATER AFTER MONITORING: NONE 0
11' I,f,k t ' '' r
t_,..-->. u'.. , DATE OF MONITORING: 21/18
12 •i
a:. ;,t�": DEPTH TO
;K;`i''w DATE READING GROSS TIME NET TIME WATER NET DROP
13 yei�a � (MINUTES) (MINUTES) (INCHES) (INCHES)
14 i''"'"' 7/21 TEST HOLE PRESOAKED PRIOR TO TES-ING:
BEDROCK
15 1 12:08/ 12:18 10 41976 516
2 12:20/ 12:30 10 4/816 416
16 3 12:31 / 12:41 10 4 18;-0o 411i°
17 4 12:42/ 12:52 10 4/816 416
18 5 12:53/ 13:03 10 4/816 4 6
19 6 13:05/ 13:15 10 4/86 416
20
PERCOLATION RATE: 2.4 (MIN/INCH) PERC.HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 6 FT. and 7 FT.
COMMENTS:
air CV 4�'
SOILS LOG AND PERCOLATION TEST `�� " ° ��
R
i 49th
GE , z ;
ENGINEERING ,. L.w..rrrrr.. •. .=.V..S
s MICHAEL E. ANDERSON 1
�•J''. No. CE-4381 .��[_�
LEGAL DESCRIPTION: SOUTHPOINTE B3 L8 s6-?(FI,'... �.van-94381...0V
m19 8.•.''F '••
PERFORMED FOR: CROWN POINTE ���pROFESs���:���
DATE: 5/19/18 PROJECT No.:
PARCEL ID#: 020-311-66 TECHNICIAN: B. SCHILLER Professional Engineers Stamp:
UI:PTII TEST HOLE 2
(feet)
SLOPE SITE PLAN
2 " •
3 , FILL- SANDY GRAVEL
4
5 SEE SITE PLAN
6
7 SANDY SILTY GRAVEL
9 BEDROCK
10
WAS GROUND WATER ENCOUNTERED? NO
IF YES @ WHAT DEPTH? -
DEPTH OF WATER AFTER MONITORING: NONE
11 DATE OF MONITORING: 7/2 /l8
12
GROSS TIME NET TIME DEPTH To NET DROP
13 DATE READING (MINUTES) (MINUTES) WATER (INCHES)
(INCHES)
14
15
16
17
18
19
20
PERCOLATION RATE: (MIN/INCH) PERC. HOLE DIA. (INCHES)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
Ar')."i
*lltiiitGE
SOILS LOG AND PERCOLATION TEST ;,4h 49th 1` •'' tENGINEERING e. ..E.. �•
•
f73.%t.MIICHHAAEL E. ANDERSON r
°.� No. CE-4381 ��=,i
LEGAL DESCRIPTION: SOUTHPOINTE B3 L8 �. (4,1... 5113)19 "eal
PERFORMED FOR: CROWN POINTE �hietim�sS\ •�
DATE: 4/29/19 PROJECT No.:
PARCEL ID#: 020-311-66 TECHNICIAN: J. WILLIAMS Professional Engineers Stamp:
DEPTH TEST HOLE 3
(feet)
i °_.:. NO ORGANIC LAYER SLOPE SITE PLAN
2
3
GP - POORLY GRADED
4 • SANDY SILTY GRAVEL
5 J • SEE SITE PLAN
6
7 SUBDIVISION AND ON SITE
I"'"' ~, MATERIAL PLACED AS FILL
8 ;'
3:
9
1.0 .�.'. ', WAS GROUND WATER ENCOUNTERED? NO
IF YES 0 WHAT DEPTH? -
1 1 '. DEPTH OF WATER AFTER MONITORING: NONE
i DATE OF MONITORING: 5/9/19
12-•': :*:.4r.'.;
.• .. DEPTH TO
DATE READING GROSS TIME NET TIME WATER NET DROP
13 (MINUTES) (MINUTES) (INCHES) (INCHES)
14 •;•••:-.'1-:•'
^- '-•..w 4/30 TEST HOLE PRESOAKED PRIOR TO TESTING:
"''•,.. .: GM/GP - SANDY SILTY GRAVEL
15 1 3:00/3:01 1 6/0 6
16 2 3:05/3:06 1 6/0 6
3 3:08/3:09 1 6/0 6
17
4 3:11/3:12 1 6/0 6
18 • -' - BOTTOM OF HOLE 5 3:15/3:16 1 6/0 6
19 6 3:16/3:17 1 6/0 6
20
PERCOLATION RATE: <1 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 2 FT. and 3 FT.
COMMENTS: Soil absorbs water much faster than 1 minute per inch. Sand liner required.
IIIIMIL.
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT,herein the"AGREEMENT"made and
entered into as of this Day of Q p/-r4 of 20/?,by and between
td&E-T_TweiLn2e440,09-*Aerein the"OWNER,"and the MUnicipality of
i e .. ,
AnchOrage,herein the"MUNICIPALIT,_Y",in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. The MuniCipality•grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System.(AWWTS);
Advantex System
described as
located at(legal description)
Southpointe Block 3 Lot 8
2. Maintenance.Repairs and Alterations.
(Owner is required to read,understand and initial each section)
Throughout the term of this Agreement,the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative, The AWWTS shall be triaintained in a satisfactory
condition capable of perfotrning as designed and producing,treated septic effluent in
- accordance with the equipment's approval for operation in the Municipality.
jr7A -. It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s),maintenance;adjustment(s),replacement Costs,and inspection costs. This
" includes an annual maintenance fee(typically $400 to$600).
_...,
Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
re airs or permitted alterations to'the system.
Owner acknowledges that regular maintenance of an AWWTS reduces the potential
q
failure of the systems which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 05/18/2018) Page 1 of 3
`—Owner acknowledges that the Municipality may requestrecords of maintenance and
repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an.AWWTS may be
assessed inaccordance with AMC 14.60.030.
_ . Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hournotiae;
Owner agrees that.any sale or transfer of title of the property will.not occur Without a.new
Certificate of On-Site Systems Approval.
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.
Owner agrees to maintain remote monitoring of the AWWTS as rewired by the
AW WT'S approval.
3. Term. The term of.this Agreement shall begin on the date of approval by the
Municipality to operate the.installed system,or upon transfer of title,and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. 'The failure of the Municipality at any time to enforce a provision of this
Agreement shall in.no way constitute.a waiver of the provisions,nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement.shall only be.amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising_from this 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 ofAla'ska shall govern the rights and obligations of the
parties under this Agreement.
7, Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
OWNER:
fi
Iry • (signature) bate: 1
IAJ/4-1./cr i›-Z.. (,J e-t L) (print.name)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT ) G n ..
The foregoin instrument was acknowledged before me this Q day of(�' y[�,Q ,
20 /9 by Hmy Cruel 10 "`���
000014440,4
NOTARY BLIC FOR.ALASI{A :#otv �1,.
1 � �My Commission expires: ,� ), Commisss®�
Franklin
County,
�;%;��?tory 8, ®� �o�
MUNICIPALITY: Ssiion gigots
By: &RI �,-f.---- (signature) Date: 117/tOct
(print name) Title:
•
•
(rev. 05/18/2018) Page 3 of 3