HomeMy WebLinkAboutPARADISE VALLEY BLK 4 LT 16
•
Municipality of Anchorage
Community Development Department Page 1 of 3
On-Site Water&Wastewater Program
4700 Elmore St. •P.O. Box 196650 Anchorage,AK 99519-6650•http://www.muni.org/onsite •(907)343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP181191 PID Number: 020-411-24 ❑ New •Upgrade •
Name:
DAN REDMOND ABSORPTION FIELD
Address: 0 Deep Trench 0 Shallow Trench El Bed 0 Mound
6521 ITALY CIRCLE*ANCHORAGE,AK 0 Other
Soil Rating: Total Depth from existing grade:
No.of Bedrooms:
Phone:
(907) 345-2361 3 •3
OPD/Sq.R SEE DWG Ft
Depth to pipe invert from original grade: Gravel depth beneath pipe.
LEGAL DESCRIPTION SEE DWG. Ft 0.5 F,
Subdivision: Block: Lot: Ful added above original grade: Gravel length:
PARADISE VALLEY 4 16 SEE DWG. Ft.` 20
Ft.
I ownshlp: Mange: Section: - Gravel width: Beds Number of lines: Distance between lines:
10Fc 2 5 Ft.
SEPARATIONDISTANCESTotal abso pori area Number of trenches: Dist between trenches:
To Septic Absorption Lift Holding PubiidPrrvate 200
From Tank Field Station Tank Sewer lines SQ.FL Ft
Well •5o'+ •50'+ - - 25'+ TANK MI Septic ■ S.T.E.P. ❑Holding 0 Other
Manufacturer Capacity:
Surface Water •50'+ *50r+ INFILTRATOR/INFILTRATOR 1060/540 Gal.
Material: Number of compartments:
Lot Line 5'+ 10'+ - - N/A
HDPE/HDPE 1/1
Foundation 10'+ 10'+ LIFT STATION
Curtain Drain Manufacturer. Capacity:
- NONE KNOWN
INFILTRATOR 540 Gal.
Remarks: *CAT II ADVANCED TREATMENT;OLD TANK DECOMMISSIONED
'Pump on level at: 'Pump off level at: High water alarm at
PER UPC PER CONTRACTOR. TIMER TIMER 40"
Pump Make&Model: Electrical Inspections performed by:
GOULDS PE51 MOA
PIPE MATERIAL
House to tank EXISTING/D3034 Tank to D1785/D3034
drainfield
Installer
WILCO EXCAVATION Drainfield D3034 CO/MT D3034
Inspector GEG, Ltd. BENCH MARK (Assumed elevation)
100.00 Ft,
Inspection Location and Description.
Dates: 1st 7/23/2018 2nd 7/23/2018
3rd 7/23/2018 4th 7/24/2018 TOP OF GARAGE SLAB
ENGINEER'S •
Community Development Department Approval 000�.N•o
OF tkLpN
soc(..... .. .. '1
5k
Conditional approval: Date: o , �
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AP oveK.(c..)0-4Date: S7LICENSEE \,‘ ,,-ofess%Q0oo
#AECC884 �0p00
Inspection Report_1-1-12.doc
P NUMBER: RECORD DRAWING PARCEL ID NUMBER:
OSP
1 181191 020-411-24
A B -_C_ I /
MT1 63.3 45.8 ^3A g / / / W
MT2 58.4 58414 41.5 J.a. / / / / U
MT3 48.5 28.9 32.3
MT4 52.1 39.3 29.8 /
CO1 62.5 45.3 36.7 Ce
CO2 56.7 37.1 39.9 ' 1
CO3 51.5 31.8 35.3 v
C04 57.8 41.1 31.4 0
C05 59.8 42.8 33.8
CO6 56.3 37.9 33.7
DC01 60.6 47.2 30.5 Q
DCO2 61.5 47.9 31.4
DC03 70.8 55.3 41.5 A EXISTING 3 BEDROOM HOME J
DC04 70.2 54.7 41.4 7
TMT 71.7 56.6 42.5 L_
P1 58.4 40.9 33.4 C /
P2 57.5 39.6 33.5 =.1 LL
ST1 68.1 ® 38.4 PRETANK DCO1&DCO2
ST2 68.4 53A 39.7
MH 68.9 52.9 41.0 ' •
d /•' NEW 1060 INFILTRATOR TANK;
-- --- FOLLOWED UP 540 GALLON INFILTRATOR
• , -d' • SEPTIC TANK
# I DRIVEWAY .. ei Ti
• + . • M sc04 TMP T1
.' d' MT316 +? �VI.111
• CO` POST TANK DC03&DC04
• ��' NEW 650 AEROCELL POD
•
CO ...-•---
d•
NEW DRAINFIELD
4•. e.
•
'0 •
`cP `
/ "�•�" SCALE:
�i"�_.---
1"=20'
. "1, ... 1414,7
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NESS ENGINEERING GROUP, Ltd •* 4. '' 2 * %••
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CIVIL&ENVIRONMENTAL ENGINEERS ••
3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99507•PHONE(907)337-6179•FAX(907)338-3246•WEBSITE:www.gameS8engineerin9.com i 01-•••.••• •••• • •
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
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DAN REDMOND 907-345-2361 2 OF* 1.4 • •
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PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦�/ r.•• g r��� •.•••• 41,
PARADISE VALLEY; BLOCK 4, LOT 16 D.J.G. it,44 pRpF•ESS1����•'
TYPE OF WORK: ��"`
SITE PLAN RECORD DRAWING DATE:
#AECC884 1� �o.
c PERMIT NUMBER: PARCEL ID NUMBER:
OSP181191 RECORD DRAWING 020-411-24
FINAL GRADE=99.7
ST1 ST2
sop lo
2"HIGH DENSITY INSULATION
PER CONTRACTOR
TOP OF TANK AT INLET=96.34 OP OF TANK AT OUTLET=96.30
.... _ ._11. - .........''..... - —..r-t__I- --
INLET ��•b 1 OUTLET
C C
INVERT OF INLET BUNG=95.69 INVERT OF OUTLET BUNG=95.45
1060 GALLON SINGLE-COMPARTMENT HDPE
INFILTRATOR SEPTIC TANK
FINAL GRADE=99.7-100.1 TOP OF MANHOLE=100.16
2"HIGH DENSITY INSULATION PER CONTRACTOR
//-
TOP OF TANK AT INLET=96.33
......
INLET (h9 ill
' TIMER OVERRIDE FLOAT (42")
INVERT OF INLET BUNG=95.43 II.---(9
HIGH WATER FLOAT(40")
`\ ' LOW LEVEL CUTOFF FLOAT(ON/OFF)-(28")
IM-540 GALLON SINGLE COMPARTMENT INFILTRATOR
TANK WITH INFILTRATOR PIPE ADAPTER RING
DID NOT ENCOUNTER GROUNDWATER DURING
THE TANK EXCAVATIONS;ADDITIONALLY A TANK
MONITORING TUBE WAS INSTALLED
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GARNESSNGINEERING GROUP, Ltd 4 1100V • ,
ENGINFERING.,SAL ES CONSULTING �n.,,� 0
3701E.TUDOR ROAD.SUITE 101'ANCHORAGE.AK 99507'PHONE(907)3378179'FAX(907)33&3246'WEBSITE:www.9amessengatee9p.cam ..e '° : ._ •
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •
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DAN REDMOND 907-345-2361 3 OF 4 0 C, C - ••3 , •
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LEGAL DESCRIPTION: DRAWN BY: tii 17
.♦` 6 2 1::0"
�9,.•.'*
•P••..... .. .•••••'P •
PARADISE VALLEY; BLOCK 4, LOT 16 D.J.G. ♦ �, •
TYPE OF WORK: DATE: LICENSE'111 ;;;..�••
SEPTIC TANK AND DRAINFIELD PROFILE 8/2/2018 #AECC884 J
PERMIT NUMBER: PARCEL ID NUMBER:
OS13181191 RECORD DRAWING 020-411-24
FINAL GRADE=100.7-101.5
2"INSULATION PER CONTRACTOR
FILTER FABRIC
00 CO CO MT EXISTING GRADE
HIGHEST POINT=99.47
TOP OF SAND=97.47
f0.49Y9SO• VAO.OYAO.OYiSD.OYiSO.OYAI OYilO.OY.fO.OYiTO.O0502 MOW" e 0
e :r_�r_r_r_-•_-r..r_'r,i_r,r_s i_'r,r_�r,r,r,r;r_i:r_-=fir.i��fir;r_��fir;r.r_�r•r_r.r;r_� a r:
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,. �. .•.. -'°a J.C.er %T .iL't� •`e 'any';.,;._sl.e Ve+> L; «;5,. v5•
11.1.0.1.40.•?!.:,-:''�� tib} .> •...!17 F,Lz..,sei!%1 •.T. h !1.-•1.4.4:4.„I•r4-t . .1
.. �.:. �s;.<s;1-t�..0 A. .''r• w,.5�i1t a:N.. ..�� � .Ji: .
:It...,r',. ".•.,. >tl:7P 4!-ie,... . _.,r.Frit:..,y>.:ra.. c.t:u.• .l.''_>:, + ms
ar -C�+ *.** • V:i v.-:41� MOA 2'SAND FILTER AS NEEDED TO BUILD :::*-1%,-.4--',71..A74.-+-41•::.-- INVERT OF DISTRIBUTION
�S+<.;�,e... z,.•ex=--.'.-:1THE DRAINFIELD 2'BELOW EXISTING GRADE ?�:?;(Y�;.
,±".
�:•�i •„••,..r_•..• 1 >....>y ;.....• • 9,-.•v}.:� i..>. LINE=97.97
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10'WIDE
BOTTOM OF EXCAVATION
=95.01-96.17
TOP OF SAND ON OLD DRAINFIELD WAS OUT OF LEVEL;
APPROXIMATELY 1 FOOT PER CONTRACTOR
THE DRAINFIELD WAS INSTALLED AT 2 FEET BELOW EXISTING GRADE AS
REQUIRED BY THE PERMIT.BASED UPON THE ASSUMPTION MADE DURING
THE DESIGN,IT IS ASSUMED THAT THE NEW DRAINFIELD MEETS MOA
SEPARATION DISTANCE REQUIREMENTS TO GROUNDWATER(2+FEET)AND
TO BEDROCK(4+FEET);SEE THE DESIGN NARRATIVE FOR JUSTIFICATIONS
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GARNESS ENGINEERING GROUP, Ltd 4 ��• •* •
ENGINEERING SALES,CONSULTING - -. = 4 3- .. /
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3701 E.TUDOR ROAD.SUITE 10t•ANCHORAGE.AK 99507•PHONE(907)337.6179•FAX(907)338.3246•K£BSITE.w,,w 9a essengneenng co •
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: I ey A.Ga -ss W,
DAN REDMOND 907-345-2361 4 OF 4 ' 7- • / ..... •'2 i
LEGAL DESCRIPTION: DRAWN BY: • sr
�♦ n a I g (�•••(` ♦
'/ ♦
PARADISE VALLEY; BLOCK 4, LOT 16 D.J.G. .�'0�•'•••••'ESS�C�P�♦♦
TYPE OF WORK: DATE: LICENSE �4% y%r ,c 4
SEPTIC TANK AND DRAINFIELD PROFILE 8/2/2018 #AECC884 J
,,c,P"L,ry MUNICIPALITY OF ANCHORAGE
On-Site Water&Wastewater Program .2)e.
PO Box 196650 4700 Elmore Road — '
tt, Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
http://www.muni.org/onsite y F k
4 'CMOI 4
On-Site Wastewater Disposal System Permit
Permit Number: OSP181191 Effective Date: 7/18/2018
Work Type: Septic Upgrade Expiration Date: 7/18/2019
Tax Code Number: 02041124000
Site Legal Address: PARADISE VALLEY BLK 4 LT 16 G:3538
Site Mailing Address: 6521 ITALY CIR, Anchorage
Owner: REDMOND DANIEL C Lot Size in Sq Ft: 15059
Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 3
This permit is for the construction of:
0 Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 0 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:
1. Prior to Inspection Report approval, submit the ROW Letter of Nonobjection for the well in the easement.
2. Provide monitor tubes in the corners of the bed opposite of the cleanouts to delineate the field.
4 J
Received By: _�' Date: c7 ( 4 C Qj
Y
Issued By: ;v i� i, �,,. Date: 9 g
MUNICIPALITY OF ANCHOR:. ,--,,
(11
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Community Development Department �� `''hone: 9&- -7904
Development Services t ,`3 Fax: 907- it -7997
On-Site Water & Wastewater Program :,,
Mayor Dan Sullivan `yb
'6)
e` II01 6gl'�
On-Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcel I.D. 020-411-24
Property owner(s) DAN REDMOND Day phone 907-345-2361
Mailing address 6521 ITALY CIRCLE *ANCHORAGE,AK 99516
Site address 6521 ITALY CIRCLE `ANCHORAGE, AK 99516
Legal description (Sub'd, Block & Lot ) PARADISE VALLEY: BLOCK 4, LOT 16
Legal description (Township, Section & Range)
Lot Size Sq.Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING:
(®all that apply) Initial
n Single Family (SF) IZ
Absorption Field
Upgrade ® (w/wo ADU)
Septic Tank ® Duplex (D) (l
Renewal n
Holding Tank ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage n
THIS APPLICATION-MG-LU S-A VARIANCE/WAIVER REQUEST FOR:
DRAINFIELD TO LOT LINE Distance: 0 FEET
I crtify-that the above information is corse.ct I further certify that this is in accordance ith---
applicable Municipal codes.
GARNESS ENGINEERING GROUP. Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: g Waiver Fees: . 6 --
Date of Payment: 7/ 1/11e Date of Payment: 7 A 10 /
Receipt Number: OtT2OG Receipt Number: r
Permit No.
ogri ll 9 1 Waiver No. B • Nu
(Rev.01/11)
Quanics.
GARNESS ENGINEERING GROUP, Ltd Advanced Treatmcvt System''
crrn.
ENGINEERING SALES CONSULTING Dealer
July 17th, 2018
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Septic System Upgrade for Paradise Valley; Block 4, Lot 16
To whom it may concern:
The existing 3-bedroom house is served by a private well and septic system. The
drainfield is in a state of failure and needs to be upgraded. We are proposing to rebuild
a portion of the drainfield, install a new 1060-gallon infiltrator tank, followed by a 540-
gallon infiltrator tank, and install one Quanics ATS-6 Aerocell Pod with a Quanics
control panel. We are proposing to excavate out all contaminated material and replace it
with MOA filter sand in place at an elevation of 2 feet below existing grade. The
justification for utilizing advanced treatment are as follows:
• The existing drainfield is undersized for 3-bedrooms and would need to be
expanded to at least 800 ft2 for conventional treatment
• The 1985 testhole did not have 7-day groundwater monitoring. However, the
existing drainfield is assumed to be 4 feet above the groundwater table as noted
on the 1985 inspection report.
• The existing bed is approximately 31" below existing grade. We are proposing to
remove a portion of the existing bed, remove all contaminated material and
rebuild it with sand to an elevation of 2 feet below existing grade (maximum
depth). In short, we are raising the existing bed approximately 7", which should
be a minimum of 2'+ above the theoretical seasonal high groundwater table
(existing bed is 31" below grade and assumed to be 4' above groundwater.
• Even if the 7-day groundwater monitoring had been completed, the drainfield
would still have to be raised an additional 2 feet to meet the new code
requirements (6 feet to groundwater in July vs 4 feet per code at time of
installation), assuming conventional treatment was utilized.
• Due to needing to raise the drainfield, the new system would need to utilize a lift
station and be mounded above grade
• If the system was mounded in place, using conventional treatment, the toe of the
mound would likely cross the lot line.
• Per conversations with MOA onsite employee Deb Wokenfuss, the existing
testhole data would not be accepted as it does not have 7-day groundwater
3701 East Tudor Road. Suite 101 *Anchorage,Alaska 99507-1259
Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com
Page 2 of 2
monitoring. However, if advanced treatment were to be utilized, along with
adjacent testholes showing groundwater monitoring, the MOA would be more
"open" to the idea of not excavating a new testhole.
Comments regarding the design are summarized as follows:
1. SOILS: See attached 1985 testhole in MOA records performed by Robert D.
Schilling, PE which shows, soil classification, percolation test and groundwater
monitoring. It should be noted that 7-day groundwater monitoring was not performed.
However, adjacent soils data is attached which shows groundwater varying from "dry" to
5' below grade. In short, by proposing to rebuild the existing drainfield 2 feet below
existing grade, we should be a minimum of 2' above the theoretical seasonal high
groundwater level, as required when using an AWWTS.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: Per MOA wetlands mapping there are potential wetlands to
the east. On July 7th, 2018 it was confirmed that the subject "potential wetlands"
contained no surface water within 50' of the proposed septic design.
4. TOPOGRAPHY: See attached design drawing.
We are unaware of any adverse impacts this installation would have on adjacent wells
or septic systems. If you have any questions, please contact us at 337-6179. Thank
you for your assistance.
Sincerely,
111
effr:: A . �. . ness, P. ., M.S.
Pre- d- t
3701 East Tudor Road, Suite 101 *Anchorage,Alaska 99507-1259
Phone: (907)337-6179*Fax:(907)338-3246*Website: www.garnessengineering.com
E
O�\� =BLOCK 4.VOLLEY;
BLOCK 4,LOT 15
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NO PARADISE VAL • _
BLOCK 4.Le-r14-
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PARADISE VALLEY; I+r 1�0 WELL RADIUS „q�,,ADIUS , , •'� Z
BLOCK 4,LOT 12 PARADISE VALLEY: 1 I Q
BLOCK 4,LOT 13via + —�
Z
\ 6°.WEI SE VALLEY:Ijte:" 40'
/ VPARV
\ :LOCt(4.LOT 17
PARADISE VALLEY.BLOCK 4,LOT 18 ����` _
PARADISE VALLEY:II
\ —
SEPTIC
BLOCK 4,LOT 19 ARE
HOLDING TANK
�� C'VRC
PARADISE VALLEY,
1� BLOCK 4.LOT 27
,c P
PARADISE VALLEY.
BLOCK 4,LO-26
PARADISE VALLEY, VACANT
BLOCK 4.LOT 25 VACANT
ll
VACANT
SCALE.
1
1"=100'
GARNESS ENGINEERING GROUP, Ltd - i ••• •
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:,m®W ENGINEERING SALES CONSULTING - %,_•_^1. •. ••, .••� 0
3701 E TUDOR ROAD,SUITE 101'ANCHORAGE.AK 99507•PHONE(907)337-6179•FAX(907)338.3246'WEBSITE:www.gamessengineering.com •
PREPARED FOR: PHONE NUMBER PAGE NUMBER: I e f A. 6- - 41•
DAN REDMOND 907-345-2361 1 OF 2 ����J,'/ CE-17954 ••S•'_�
PROJECT/LEGAL DESCRIPTION DRAWN BY: ♦♦ "n•••• 1( .• f J..t•(`45•
PARADISE VALLEY; BLOCK 4, LOT 16 D.J.G. ♦.1FD•�••••��•1—(••��...}}}(�l`_7�_�P\, ♦♦
TYPE OF WORK: DATE. LICENSE ,1;1"S"' 4•♦
SEPTIC SYSTEM DESIGN UPGRADE 7/10/2018 #AECC884
— — I
DESIGN CRITERIA: / GEG,Ltd.HAS A 8 PAGE SPECIFICATION NOTE:THE CONTRACTOR SHALL HAVE THE
NUMBER OF BEDROOMS:3 ' LETTER THAT PERTAINS TO THIS DESIGN.TO SOUTH/EAST LOT LINE,ALL PERTINENT WELL RADII
GALLONS PER DAY(GPD):450 GPD OBTAIN A COPY OF THE LETTER CONTACT AND SURFACE WATER SETBACKS FLAGGED BY A
GEG.BY PROCEEDING FORWARD WITH THIS REGISTERED LAND SURVEYOR PRIOR TO
PERCOLATION RATE/S:'12.5 MIN/INCH IIIINSTALLATION,THE ENGINEER,WELL DRILLER,\ CONSTRUCTION
PROPOSED APPLICATION RATE:"3 GPD'/FT' CONTRACTOR AND PROPERTY OWNER AGREE
MINIMUM DRAINFIELD SQ.FT.:150 FT' THAT THEY HAVE READ THESE \
'PER 1985 T.H.BY ROBERT D.SCHILLING,P.E. SPECIFICATIONS AND AGREE TO ACCEPT THE
"CAT II ADVANCED TREATMENT TERMS AND CONDITIONS OUTLINED. \
DRAINFIELD DESIGN:
MAXIMUM DEPTH:LIMITED TO REMOVAL \ \
OF CONTAMINATED MATERIAL EDGE OF GRAVEL ROAD
WIDTH:10 FEET \ PER AS-BUILT SURVEY
LENGTH:20 FEET \
EFFECTIVE:0.5 FEET \\
SAND FILTER:AS NEEDED TO REBUILD THE EXISTING Q\VS \ '
DRAINFIELD AT AN ELEVATION OF 2 FOOT BELOW THE �'
EXISTING GRADE 44°-‘. \1
ACTUAL SO.FT.:200 FT' 0
_-
100' U
WELL RADIUS
100 vs 10,VSt�\t E�SEM�N0 /�' Z
RADIUS11
100'WELL RADIUS I 1 J
I 1 '/// / z
LL
//
\ PARADISE VALLEY;BLOCK 4,LOT 17 / /
PROPOSED 1060 GALLON INFILTRATOR
\\ \ SEPTIC TANK,FOLLOWED BY A 540
GALLON INF\ TANK;INSTALL
\ 9 ( Ij � TANOKS SLE HALLI LTRATOR B BNOALLASTED WIE TH SOIL
\ \\ j (OR OTHER ANCHORS)AS PER
\\\ \ EXISTING 3 INFILTRATOR TANK INSTALLATION
BEDROOM HOME / INSTRUCTIONS.
•. 1/� �j/ I GROUNDWATER MONITORING TUBE
\ \ I • + T.H.#4 APPROXIMATE LOCATION OF
\ ' �-.' • %' '•:4.`.•• EXISTING SEPTIC TANK TO BE
\ .•;• •
:'�•l :.w., DECOMMISSIONED PER UPC
f DRIVEWAY, T. #1 '�/'
CaPTTIIC •• • PROPOSED 650 AEROC ELL POD
i Ii
•'••::':•:: `� APPROXIMATE OUTLINE OF
\ j EXISTING BED PER MOA RECORDS
AND EXISTING PIPE LOCATION
- •
��� PROPOSED DRAINFIELJy----
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GARNESS ENGINEERING GROUP, Ltd *: •4 �'* •
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PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 A. Gamess :
DAN REDMOND 907-345-2361 2 OF 2 •�0• C -79 ' �
PROJECT/LEGAL DESCRIPTION: DRAWN BY: •. ••••-..4i€ 0- <)----•
PARADISE VALLEY; BLOCK 4, LOT 16 D.J.G. •�� ' ((''��Q,:4.•
TYPE OF WORK: DATE: LICENSE ,1�1>„"k •
�
SEPTIC SYSTEM DESIGN UPGRADE 7/16/2018 #AECC884
, ,A11111 Frontier Surveys,LLC Project No:18-219 Date:June 14th,2018
NORTH Ordered By:Brandy Pennington Plat:70-79 1 Grid:N/A
Scale 1' =30'
\ 1
\ I
\ 1
LOT 15 \ I
\ 1
I LOT 14
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Lot 16,Block 4 I CCO
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6521 Italy Orcle ,Lg1r / i., Q
1 Story Log Home p z
w/Attached 2 Car Garage / z Q
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214 a0 age , e 30.0 1
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-- \\ i'bp-0
\ •7 P
\ ( .2- i
\ 1
\\ Ep8* i
0N�4 D2 o Ot G0.Pvt` / -1
EOG6 c%R 1
lite(
Legend:
N
r- -Electric Meter/Outside Power -„- Street Sign 1
X Gas Meter $ Deck SA Elec.Ped. 015 30 60
m.' '' ''
;S; Septic (W; Water Well c A Tel.Ped. . .. Feet
General Notes:
1.This document is created for the purpose of a single property transaction and is subject to Federal Copyright Law.
2.Excepting for gross negligence,the liability for this survey shall not exceed the cost of preparing this survey.
3.All measurements/setbacks are to the visual/apparent building footprint.
4.Dimensions to property lines are plus/minus 0.1ft.
This survey complies with
PLS Mortgage Location
ds.The survey represents visible improvements and
t
itute a
ary
y and
subject to
�� `O F `%,1111lll cinaccuracies es th t timenditions at the subsequent boundary survey.This survey may oes not re reveal.It Is tthe responsibility of theeOwne Sto determine any
=,`Q`,••• • •.SA-/, the existence of any easements,covenants,or restrictions which do not appear on the record plat.Under no
C., •• •• 9 1 , circumstances should this document be used for construction or for establishing a boundary or fence line.
r. * 49TH I ;*a As-Built Survey of:
• --'�_�y/� , Lot 16, Block 4, Paradise Valley Subdivision
7'” � •:
• 7, ; FREDERICw. •ER• I,Frederic Wagner,hereby certify that this Mortgage Inspection Survey was performed by me,or
NO.1.5 9946
cs •, under my direct supervision on June 13th,2018.
/I/`r, • 6/14/2018 ••'� -
9 FRONTIER.
F
s,LLC
f ttfit,0„_
ESSIONAI�.0�` 650 W.58th Ave.Frontier Suite E Anchorage,Alaska 99518
ttitll%‘�....� 907.460.1686-info@frontiersurveys.com
PROFESSIONAL SEAL www.frontiersurveys.com
' ~ ~ " ' MUNICIPALITY OF ANCHORAGE
, DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME PHONE I [~NEW
~/-~ L~> ~'- o ~J s?'R..:~.cT;O;,,J "~4.5'- 5J3'7~.~J [] UPGRADE
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION NO, OF BEDROOMS
DISTANCE TO: I '~ ~' t
~ ~ Manufacturer Material No. of compartments
~ ~ Liq. capacity in gallons Inside length Width L~quid depth
/ ~,,~ IF HOMEMADE:
Well Dwelling PERMI~ NO.
~ ~ ~ DISTANCE TO:
~ ~ ~ Manufacturer / Material Liquid capacity in gallons
D Well ~ ~ Foundation Nearest lot line
~ DISTANCE TO: I~
~ Z ~ No. of lines ~ Length of~each~line Total length
~ ~ ~ Top of tile to finish grade Material beneath tile Total effective absorption area~
~ ~ f
Length Width Depth PERMIT NO.
~ ~ Type of crib Crib diam~ Crib depth Total effective absorption area
~ W~ Building foundation Nearest lot line
m DISTANCE TO:
~ Class Depth . Driller Distance to lot line PERMIT NO.
~ Bu~oundation Sewer line Septic tank Absorption area(s)
~ DISTANCE TO:
OTHER
PIPE MATERIALS ~ ~ ~o~
" ~
SOIL TEST RATING
f
INSTAELER
REMARKS
/
APPROVE D ~ DATE LEGAL
72-013 (Rev. 3/78)
DEF'AF(TMEN'I' OF' HEALTH ANT} ENVIRONMENTAL PROTECTION
825 L STREET.~ ANCHORAGE, AK 99501
264-471..)_0
[) ~.~ .... .c=~ I "T- E S E W E R ~-. W E: i~- L F" E R I~ I "T'
PERM I'T' N[]:
DATE ISSUED:
85()590 ENGINEERED DESIGN
07/[ u,/85
APPL I CANT:
ADDRESS:
CONTACT PHONE:
LEGAL DESCRIP:
LOT SIZE:
GHB CONSTRUCTION
% 5605 ARCTIC BLVI) ~583
ANCHORAGE, AK 99503
345-5878
SUBDIVISION:~ADISE ~ALCEY LOT: 1'6
SECTION~ ll TOWNSHIP: liN RANGE: 5W
15000 (SQ.FT. OR ACRES)
I certify that.:
1. I am familiar with the requirements for on=site sewePs and wells as set
~orth by ~he Municipality of Anchorage (MOA) and the State o£ Alaska.
2. I will install the system in accordance with all MOA codes and ~'egulations~
and in compliance with the design criteria of this permit,,
5. I will adhere to all MOA and State of Alaska requirements for the set back
distances ~'om any existing well~ wastewater disposal system or public
sewerage system on this ~r any adjacent or nearby lot..
IF A L. IFT' STATION IS INSTALLED IN AN AREA COVERED BY MOA BUlL_DING CODES.~
]-HEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS
WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (5) THE
ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN.
S I (3NED DATE: ~~~_
APPL. ICANT: GHB CONSTRUCTION
ISSUED BY DATE:
SCHILLING
8~
=HECKED BY
DATE
SCHILLING
ASSOCIATES
3605 ,~~ctic Blvd. # 583 SHEETNO
Anchorage, AK 99503
CALCULATED BY
349-5431
CHECKED BY
DATE
SCALE
! t ~'"'"' ~ .......... i t ............ ~ ............ ? ;' , ,
~ .. L ~,~.~ ~.~
7,
'SCHILLING
ASSOCIATES
3605 ArctiC:, Blvd. (/ 583
3~9-5431
SCALE
i
........ ~ ............ ~ .... ~ i ~ ~ ............. i ............
~ ............. ~ .......... i ............ i ......... ~ ....................... ,~ ~ ........... : ....... : · .............................. ~
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L.......~..~'~L.~ ~
......... ........... ......... ..,, ~.>-~ ~ ~,~,~..........~ ............ ............ ............. ............ ............ ...........
Li)"""~---~ --=--"~----~---- [ ,i~' ,~b ~ ~ ....................
! /~j~ ~z~i ~ i ~ ~z~, ~p~ L~?~?.~ ~ i .~ ~ I i .... i.....~...........i ............. i ............. ~.. ~,. .....
.......... T"'"~'""? ............. T ................................ ~ ......... ? ...... ?" ,~'F'i ........ [ ........ ': ...................................................................... 7'~ ........... ~ ............. ~ ......................... ~ .......... F ' ~
.......... ~ .................. ~ ;.--.~.~..~,~,~ ........... i~ ........ ;_.L~5_~_~__._~_L~ ~ I~ ~ ~ ~ ~ ~"_L~ ~'~_.L_~.~,,~:~ 4-4~'-~ .......... :-~.........:..:..~../~.~:~ ~ ~ ~ ~ ~ ~ ·
............ ~ ............. ~ ..... ~ ............. ~ ............ ~ ....................................................................... i ............ ~ ~ ............................... ~ ............. ? ........... ~ T ........
.... ? ............ f"':-'""i ............ ~ ............ i ............ ~ .......... ~' i i '~i : i -k-~ i ~----~-~ ....... i .............. i ............. i ............ i ............ ~ .......... i ............ ? ..........
.. i .. ! ! i ~,~a J ~ ni~i '~ ~!~i~.~ j ~ ..... i ..... ~..~..;..~...J.....~.~_...i ...........
........... i ............ ! ............. ~ .............. i .......... i. ~..(M...~.~,.) ............ i .......... ~ ............. ~ ........... .;.........zzz:..eF.....~....~ , .: ......... ~ ...... i .......... ~ .......... i. ~.~-~..~--..--~ ............
.............................................. .-t ........................................................... i ............. ~ ............
SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTIVlENT OF HEALTH AND ENVIRONMENTAL PROTECTION ~ PERCOLATION
TEST
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
PERFORMED FOR:
DATE PERFORMED: -~-- / -- (;~ ~'
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
WAS GROUND WATER
ENCQUNTERED?
SLOPE
SITE PLAN
COMMENTS
IF YES, AT WHAT
DEPTH?
S
O
P
E
Gross Net Depth to Net
Reading Date Time Time Water Drop
I ,, i~.,~?.~. 3o..,;~, ~,~
~ . I:~~ p,~, ~o ~,A. ~,~ o, ~
PERCOLATION RATE 2~ ~,Z ~, I z_ -- / ~-' ~'~ (minutes/inch)
TEST RUN BETWEEN ~ FT AND ~ FT
/70 '~.~,e. /,u ~,~) z~,~w-~;~.. - /-~./-/ d~f~,J~-'~r~'~,
PERFORMED BY:
CERTIFI ED BY:/~~'~
DATE:
72-008 (6/79)
,' ' SO,LS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVl RONMENTAL PROTECTION ,,~ PERCOLATION
TEST
825 L, Street, Anchorage, Alaska 99501 2644720
SOILS LOG -- PERCOLATION TEST ~5"~"r p-P~c~ -~ ~
PERFORMED FOR:
LEGAL DESCRIPTION:
DATE PERFORMED:
SLOPE SITE PLAN
It)'
10
11
12--
13
14
15
16
17
18
19-
20-
WAS GROUND WATER
ENCOUNTER ED?
COMMENTS ,~ OIL C~
o
P
E
IF YES, AT WHAT
DEPTH? ~ ~
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~°/~,'zAzt~- = / Z, .~ (minutes/inch)
TEST RUN BETWEEN *'// FT AND ~ FT
l~o '~/,~- ,4., (~,,ct) Z_,.-,~r,,='--zz.. ~ l-~,,~
PERFORMED BY: /~- ).~
72-008 (6/79)
gERT' FI ED BY: ./~N(".,~,',.,~/~...-~-~'
DATE:. "~
D~te D~rilled i
6-15-85
Lot _o Blk. 4
Paradise Valley
Static Water Level 18 feet
Gallons Per Minute
Draw Down N/A feet
Total Feet of Easing 64
Type Material Drilled:
0 feet
48 feet
to 48 Grey Clay
to 6~ Silty Gramel
63 feet
tO 110 B,drock w/w,g~r
to
to
to
Hefty Drilling
S.R,A. Box 1553 H
Anchorage,Alaska
99507
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
RECEIVED
WELL LOG
• a IL
- - L/L)
•
Date Drilled' .6-7,13-65 61585
t
Static Water Level, feet Gallons Per Minute
N/A 64 ft •
Draw Down feet Total Feet of Casing
1,0/1 / aerck 2J-<.1'01))
bLt (A.)/// ) S E -5EY1E S uc.'d c5.:(- /0
Type Material Drillesit T// N, 3 cc.:j S
Ni.a 3
0 feet to AR ft gtey etAy
43 tl to 63 ft silty gravel
63 ft to
el-1074edrock
t . . .
to
• to
• to
Hefty Drilling
lipr=B03F415711 35-5(0 /74/i5/ 2:11
Anchorage,Alaelca
995011'• 9 9-5-1Z,
4,a5 39A5 -4004104:: • •
•••::;;.irp151.,3.•A' r.
•
Municipality of Anchorage
__ On-Site Water&Wastewater Program u l"'ii?i3.'. -
(907)343-7904 rt,3 s ii
a 'r-; .r,r/
Q
'1UG 022018 5_
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
et
02o-911- 2-(-1 oz 1., '
Parcel I.D. 020-_____3_44--24" Expiration Date: ( 1-E l ''=L 9 S
1. GENERAL INFORMATION
Complete legal description PARADISE VALLEY;BLOCK 4,LOT 16
Location (site address) 6521 ITALY CIRCLE*ANCHORAGE,AK
Current Property owner(s) DAN REDMOND Day phone 907-345-2361
Mailing address 6521 ITALY CIRCLE*ANCHORAGE,AK
Real Estate Agent Day phone
2. TYPE OF DWELLING:
• Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well • Individual On-site ■
Individual Water Storage ❑ Individual Holding tank ❑
Community Class 'Well ❑ Community On-site ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for N/A Distance: -
Received by. -- Date: 4
,.---_...-.-/, � �/ /I b
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee$ e teg6C) Waiver Fee$
Date of Payment I 31 (gDate of Payment
Receipt Number Ol0ppp15�1/ Receipt Number
COSA# ( -)e,\s'1 O l 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 GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179
Address 3701 E.TUDOR ROAD, SUITE 101 'ANCHORAGE,AK, 99507 /
Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date /2( 3
Engineer's Comments:
In conducting this evaluation,GEG provided an engineering evaluation of the well and/or septic system in accordance with the .♦♦♦*"`■14., /
guidelines and regulations established by the Municipality of Anchorage and industry practices.The reported results describe the ♦ O-
condtion of the systems on the date/s of the evaluation.Separation distances were measured to readily identifiable features. ♦♦ �� �1
Hidden defects or encroachments may exist that were not identified during the evaluation.The operational life of all wells and septic 4,47;<?.....
•• ••••'•.��
systems depend on a variety of variables including,but not limited to,soil conditions,groundwater levels(that may fluctuate during • ##
the year),quality of construction(materials and workmanship),and the water usage of the family utilizing the systems.These I *I4.A.
/\ 2.- ##
conditions can vary,and are outside the control of GEG.Satisfactory test results do not guarantee future performance of the t,• , • 0
systems;therefore.GEG makes no warranty(express or implied)regarding the future performance of the well or septic system. 0
GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the 01 J.r .. .II. •
current systems fail The content of this report is for the sole benefit of the person/party who retained GEG.Reliance upon the # r-y A. Gaines- .I
4.y:
provided in this report by any other person or party,including but not limited to subsequent properly purchasers,is not # 0jZ•
authorized.In short,GEG disavows any legal duty to anyone other than the person/party who paid for this report. ## SJ;• C,-7153----'1��
# F. •• Zr$.•••••ri
•
6. DSD SIGNATURE LICENSE 1O PROFESS\ P44♦
#AECC884
System#1 Approved for � bedrooms.
System#2 Approved for bedrooms. ��\ .. OF t{'v;
Disapproved. ,r. /y
pN-SITE G�;
Conditional approval for bedrooms, with the following stipulatiqs: Wp,,TER AND
o WASTEWATER c
!. PRUGR PcM
<-'7•--
,),
A. `- .0, Original Certificate Date: 0-( z?
The Municipality or Anchorage Develop,emt Services Division(DSD)issues Certificates of On-Site Systems Approval(COSA)based only
upon the represenatations 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 engineer's work.
7. ATTCHMENTS: 1 `/
COSA Checklist �/ Nitrate Advisory Xr
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
(Rev.10/12/12)
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: PARADISE VALLEY; BLOCK 4, LOT 16 Parcel ID: 020-411-24
A. WELL DATA *TAKEN FROM WELTS; NOT IN MOA RECORDS
Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) *YES
Date completed 6/15/1985 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES
Total depth 110 ft. Cased to 64 ft. Casing height (above ground) 12+ in.
FROM WELL LOG AT INSPECTION
Date of test 6/15/1985 6/20/2018
Static water level 18 ft. 15.4 ft.
Well production 1 g.p.m. 1.8+ g.p.m.
WATER SAMPLE RESULTS:
Coliform NEG colonies/100 ml. Nitrate 5.43 mg./L. Collected by: GEG, Ltd.
Arsenic: <5 ug./L. Date of sample: 6/8/2018
B. SEPTIC/HOLDING TANK DATA *DOUBLE CLEANOUT PRIOR TO TANK
Tank Type/Material SEPTIC/HDPE Date installed 7/23/2018
Tank size 1060 gal. Number of Compartments 1 Cleanouts (Y/N) YES
Foundation cleanout (Y/N) * Depression over tank (Y/N) NO High water alarm (Y/N) YES
Date of pumping - Pumper NEW
C. ABSORPTION FIELD DATA *BELOW FINAL GRADE**CAT II APPLICATION RATE
Date installed 7/24/2018 Soil rating r ft2/bdrm) `*3 System type BED
Length 20 ft. Width 10 ft. Gravel below pipe 0.50 ft.
Total depth *3.2+ ft. Eff. absorption area 200 ft2 Monitoring tube YES Depression over field NO
Date of adequacy test NEW Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test - in. Water added - gal. New depth - in.
Elapsed Time: - min. Final fluid depth - in. Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NO If yes, give date -
*PER 2018 MOA ELECTRICAL INSPECTION REPORT
D. LIFT STATION
Date installed 7/24/2018 Size in gallons 540 Manhole/Access (Y/N) YES
"Pump on" level at TIMER in. "Pump off" level atTIMER in. High water alarm level at 40 in.
Datum BOTTOM OF TANK Cycles tested NEW Meets alarm &circuit requirements? *YES
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot *50+ On adjacent lots 100'+
Absorption field on lot *50+ On adjacent lots 100'+
Public sewer main 75'+ Public sewer manhole/cleanout 100'+
Sewer/septic service line 25'+ Holding tank 75'+
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 10'+ Property line 5'+ Absorption field 5'+
Water main 10'+ Water service line 104- Surface water *50'+
Wells on adjacent lots *50'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 1'+ Building foundation 10'+ Water main 10'+
Water service line 10'+ Surface water *50'+ Driveway, parking/vehicle storage 3'4-
Curtain
'+Curtain drain NONE KNOWN Wells on adjacent lots *50'+
F. COMMENTS
*CAT II ADVANCED TREATMENT
••4.10kliva 71 i i 4.\V A(x'11
G. ENGINEER'S CERTIFICATION 4f P,.••'" ; �i••.
i`• . . I.
%c '♦•�#i
I certify that I have determined through field inspections and j
review of Municipal records that the above systems are in ' , � •
conformance with MOA COSA guidelines in effect on this �0 •• ;
date. ♦C^ = .(- r Ga ness;I
Engineer's Printed Name JEFFREY A. GARNESS •� l $ Z r 8;;-95 :. -
Date IF
PROFESS •
LICENSE 4.4'Iliva�"s".*
#AECC884
(Rev. 10/12/12)
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT ( • t r--' 907-343-7904
1 Fax: 343-7997
On-Site Water and Wastewater Section �„ /
www.muni.org/onsite
Nitrate Advisory
Certificate of On-Site Systems Approval # OSC181386
Subdivision: Paradise, Block: 4 , Lot: 16
A water sample revealed a nitrate concentration of 5.43 milligrams per liter (mg/L).
The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Please see the attached "Nitrate Fact Sheet" for important
information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On-Site
Systems Approval.
Mailing Address: P.O. Box 196650* Anchorage,Alaska 99519-6650 *www.muni.org
Nitrate Fact Sheet
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen,which is very soluble in water. Nitrate
is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of
ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the
oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners,
food solids,and bacterial cells. It may also result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is
associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of
young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood
stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the
concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered
from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home
water treatment systems such as softening or iron filtration does not readily remove nitrate. The best
method for limiting nitrate in well water is source control. This can include avoiding overdosing of
fertilizer near the well and maintaining good separation distances between septic tank leach fields and
the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged
ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a
spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect
the activity of nitrate in water. This laboratory uses several different wet chemical methods approved
under the public water supply laboratory certification program. They also have test kits available,which
the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test kit results
against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend
using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.
Mailing Address: P.0.Box 196650*Anchorage,Alaska 99519-6650 *www.muni.org
• _ Frontier Surveys,LLC Project No:18-303 Date:July 29th,2018
• NORTH Ordered By:Brandy Pennington PIat:70-79 Grid:N/A
Scale 1' =30'
\ I
\\ I
LOT 15 \ I
\ I
LOT 14 -- - \ i
i
OW) , /5'IA IV''' X2620 Iv 1� i1— / /
iWa- p \ I
i
--- / / Cr,
i ,
/ / W, -- i T tW'WELL RAD1ps2 I een I►
Paradise Valley Subdivision — — — 4
N D:
i
Lot 16,Block 4 I 3
15,059 sq.ft.+/- * U
6521 Italy Circle ,15j1` / Sri o
1 Story Log Home I Z
w/Attached 2 Car Garage /
2
•
,, O�� t
1
,\ M, "Cr,� 1 L? ory 30.8
�` 21 A a0 A 2=O,I, 30.0 I
W ;e .,�lt�. R.O.W. I
\
/1 'LOT 17 1 C C \
\ SHARED GRAVEL
\ \ \ '\ \\ / DRIVEWAY /� x
\ \
_\\ �"\ ss 'Jpio I
\ r,0O• I
\ I
toe':•
ESE°�G Y CIRCLE -�'
09 W ITA I
\ I
Legend: I
x Electric Meter/Outside Power -n- Street Sign nss Septic Cover I
XGas Meter Deck LEA Elec.Ped. 0is 30 60
5) Septic (W; Water Well rs% Tel.Ped. ..ar,— Feet
General Notes:
1.This document is created for the purpose of a single property transaction and is subject to Federal Copyright Law.
2.Excepting for gross negligence,the liability for this survey shall not exceed the cost of preparing this survey.
3.All measurements/setbacks are to the visual/apparent building footprint.
4.Dimensions to property lines are plus/minus O.1ft.
````%%%%‘‘\ttttttlfl This survey complies with ASPLS Mortgage Location Standards.The survey represents visible improvements and
c 0 F A conditions at the time of the survey.This document does not constitute a boundary survey and is subject to any
'( .., .9 'tit inaccuracies that a subsequent boundary survey may reveal.It is the responsibility of the Owner to determine
,`Q'••' '••s� �i the existence of any easements,covenants,or restrictions which do not appear on the record plat.Under no
4).,• J. '.-9 �1, circumstances should this document be used for construction or for establishing a boundary or fence line.
49TH
k• ., As-Built Survey of:
i. jam_ Lot 16, Block 4, Paradise Valley Subdivision
• T 5
y FilEorlecw. Hca • I,Frederic Wagner,hereby certify that this Mortgage Inspection Survey was performed by me,or
�i7t�••• NO Is 01
i
under my direct supervision on July 2th,2018.
/� v. •. 7/30/2018�•
Ao
,,t f 9 L fS510NA;N.P.� 650 W.58th Ave.Su to E Anchorage,Alaska 99518s,LLC R
tttt‘•%%%% 907.460.1686-info@frontiersurveys.com
PROFESSIONAL SEAL www.frontiersurveys.com
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 12 Day of ) At.-V of 20 18 , by and between
gRAewN)A CAU.s2L, , herein the "OWNER," and the Municipality of
Anchorage, herein the"MUNICIPALITY", 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),
described as (0521 \TP1.''( (i fect.6 ft4CifiOP-AGr✓ AK cig5i,p
located at(legal description)
e D se VP `q LI lQ 134
2. Maintenance,Repairs and Alterations.
(Owner is required to read, understand and initial each section)
2(L 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 maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
( CL- It shall be the responsibility of the Owner during the term of this Agreement to pay for all
Iepair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee(typically$400 to $600).
t3I - Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
6 a_ Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, 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 request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
(t. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
11--((, Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
IS C(, Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On-Site Systems Approval.
6 IAL 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.
C(, Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS 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 of Alaska 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:
By: 46 (signature) Date:1 2 JLA.►- t g
p✓i?rAn✓to. ( t 'fO (1 (print name)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
The foregoin' 'nstr -nt w:s ac owled:ed before me thi 12- day of J U,L' ,
201c( , by ///L _ / 1 '/4114 10111-0
ll-ZIOI--- OW1'11118/II
NOTARY PUBLIC FOR ALAS/KA ''tisi
My Commission expires: h/ = '•. :c-
/�yiirrltilloll�' E��OEZ��
MUNICIPALITY:
By: {fen (signature) Date: 00//g
Deb (v'ocke .s 5 (print name) Title:
(rev. 05/18/2018) Page 3 of 3
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-472O
Application Date /~" -
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Location (address or directions)
(b) ApplicantName~14'~ E,,MsT~,-~.-c4~,:,~J Telephone:Home ~45'~'--c'87~ Business
Applicant Address /,~'/4~-~ /L,/~/?.,~---.~.~, ~'. ,,~.,,~.,¢~,¢,¢-,~...~" ,4¢4¢-~ .42,~
(c) Applicant is (check one): Lending Institution ~J[; Owner/builder,~; Buyer []; Other [] (explain);
(d) Lending Institution .~-"~A¢¢'¢~~f' z~_~f,,~ ~.~. z¢..¢~'~__ Telephone
Address ~..Z~O ~.~.~. ~'¢~'~--,,~j/¢, , ~Z~,~,
(e) Real Estate Company and Agent ~
Address
Telephone
(f)
Mail the HAA to the following address:
Other
TYPE OF RESIDENCE
Single-FamilyJli~ Multi-Family []
Number of Bedrooms --~
WATER SUPPLY ' :-
Well~(. Community [] Public []
Individual
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite~ Public [] Community [] Holding Tank []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
72-025 [11/84)
Page 1 of 2
ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health
Authority Approval shows that the on-site water supply and/or wastewater disposal system is 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 watt~r supply and/or
wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on
the date of this inspection.
Name of Firm
Address '~ ~_._o~-
DHEP APPROVAL ,
Approved for 'Y~/~"~-' ~?'/~ bedrooms
Approved /~" '~" ,Disap~ved
Terms of Co0ditipnai ApproVal
Date
Engineer's Seal
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or
a6alyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the
professional engineer's work.
Page 2 of 2
WELL DATA
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
264-4726
Legal Description: )-. o-r'
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
0£0 I
RECEIVED
Well Classification
Well Log Present [Y/N)
Total Depth
Static Water Levet
Casing Height Above Ground
I:::'~__~L~ .t-m~"- If A, B. C. D.E.C. Approved (Y/N)
/ Date Completed ~-/-5'- c~'~'' Yield
Casea to ~,,'~ ' Depth of Grouting
/c~' ' Pump Set At "-'-
Z'...E' / Sanitary Seal on Casing (Y/N)
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
T~olding Tank on Lot
Depression Around Wellhead (Y/N)
; On Adjoining Lots
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line
Cleanout/Manhole
Water Sam pie Collected by
Water Sam pie Test Results
I z.c, ' On Adioining Lots
~ To Nearest Public Sewer
~ To Nearest Sewer Service Line on Lot
Comments
; Date
B.~LDING TANK DATA
Date Installed 7--~- Size I '2_ ~'~
Standpipes (Y/N) 'T" Air-tight Caps (Y/N)
Depression over Tank (Y/N)
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N)
Separation Distances fro~Holding Tank:
To Water-Su pply Well ! 7_ 5 '
To Property Line ~
To Water Main/Service Line
No. of Compartments
Foundation Cleanout [Y/N)
Date Last Pumped
;for
Temporary Holding Tank Permit (Y/N)
To Building Foundation 2 ,9
To Disposal Field ¢ 'Z. r
To Stream Pond, Lake, or Major Drainage
Course
Comments .--~-~,.;;'¢~- "~--~.,~' ¢ ~'/,~-x'~'~'-~/----/ ~ ~/~' ¢~' ~'~ ~
Page 1 of 2
72-026111/84)
ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installeo
Width of Field
Square Feet of Absorption, Area ~
De pression over Field (Y/N) ,%/
Results of Last Adequacy Test ~
Separation Distance from Absorption Field:
To Water-Supply Well ) ~
To Building Foundation ~_. L~ ~
Lot ~
To Water Main/Service Line
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments ,~'~--~ ?
Type of System Design
Length of Field
Depth of Field
Gravel Bed Thickness
Standpipes Present (Y/N)
Date of Last Adequacy Test
To Property Line I 2. ~
To Existing or Abandoned System on
; On Adjoining Lots ""--
To Cutbank (if present) --"-'-
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Comments
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Date '~'
MOA No.
Signed
C o m pa n y_~,¥//Z/,4,'~.
Receipt No.
Date of Payment
Amount: $
Page 2 of 2
72-026 (11/84)
Engineer's Seal
