HomeMy WebLinkAboutSKY MANOR SOUTH LT 9Onsite File
t:UDMI I I_Aj
Municipality of Anchorage V
Community Development Department Ali G 3, 4 2 page I of 3
On -Site Water & Wastewater Program
4700 Elmore St. ® P.O. Box 196650 Anchorage, AK 99519-6650 ® hftp://www.muni.org/onsite ® (907)343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number. OSP171157 PID Number. 051-193-49 Z New E] Upgrade
Name: JOHN THOMSON W/ C AND T CONSTRUCTION ABSORPTION FIELD
Address: 0 Deep Trench 0 Shallow Trench 0 Bed 0 Mound
11404 JESSIE MAE CIRCLE, EAGLE RIVER, AK 99577 0 Other
Phone: No. of Bedrooms: soli Rating: Tow Depth from original grade:
240-2020 6(DUPLEX) 0.7 GPD/Sq. FL 6.0' MAX. FL
LEGAL DESCRIPTION Depth to pipe invert from original grade; Gravel depth beneath pipe:
SEE DWG. Ft. 0.64 Ft
Subdivision: Block: Lot: Fill added above original grade: Gravel length:
SKY MANOR SOUTH 9 SEE DWG. R 86 FL
Township: Range: Section: Gravel width: Beds Number of lines: Distance between lines:
15 Ft 3 5 Ft
SEPARATION DISTANCES TOW amb—s-orMptionn ma: Number of trenches: Dist. between trenches:
To Septic Absorption Lift Holding Publidlortvate
Tank Field Station Tank sewer Lines SO. FL
From 1290 - Ft
well 100'+1 100'+/ - -
.200'+ *2001+ 251+ TANK 0 Septic 0 S.T.E.P. OHolding 0 Other
manulacturer. capacity.
Surface Water 100'+ 100'+ - - ANCHORAGE TANK 2000 Gal.
Lot Line 51+ *'6'+ - - N/A ?&.: Number of ooffqxutnwft:
STEEL 2
Foundation 6+ 10'+ - - LIFT STATION
Curtain Drain NONE KNOWN c-aAadiry:
I Gal.
'Pump on* level at High water alarm at
Remarks: *TO COMMUNITY WELL
177� �
Pump Make & M
—LOT LINE WAIVER REQUESTED. SEE ATTACHED LET TER. Electrical inspections performed by:
PIPE MATERIAL
House to tank D3034 Tank to D3034
drainfield
Installer GREEN GENERAL CONTRACTING Drainfield D3034 CO/MT D3034
Inspector GEG, Ltd. BENCH MARK (Assumed elevation)
Inspection 105.47 Ft
Dates. 1st 7/5/17 2nd 716117 Location and Description:
3rd 717/17 4th 7/10/17 TOP OF CMU (BOTTOM OF SIDING) @ NW CORNER OF HOUSE
ENCANEER'S SEAL
Community Development Department Approval
OF /A�
Conditional approval: Date:
70,
.. . ....... ...........
e G ness.,
CE -7 3
Approved: iiXttA Date:01 Profes Ot'G\
Municipality of Anchorage
P.O. Box 196650 0 4700 Elmore Road
Anchorage, Alaska 99519-6650 0 (907) 343-7904..o Fax (907) 343-7997
http://www.muni.org/Onsite
_Development Sa ices Division
On -Site Water and Wastewater Program
PIT,
x
A It
� v Ilk -
s
Waiver#: OSV171089 COSA#: Permit#:OSP171157
PID#: 051-193-49
Legal Description: Sky Manor South Lot 9
Engineer: Garness Engineering Group
Applicant: John Thomson w/ C&T Construction
Your request for a waiver of the required 10 feet horizontal separation from the absorption field
to the property line has been approved. The approved separation distance is 6.0 feet.
This waiver approval applies to the existing 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.
aaaa■a■ a a a a a a a a a a a a a a it a a a a a a a■aaa K a as a aa■aaaaaaaaaaa■ a a a a a a a a a a a a a o a a a a a a a a a,
Waiver is Granted: X Waiver is not Granted:
Date:1,201-7 Approved by:
Name of Reviewer
eases.aaaaaaa■aaaaaaaaaaaaaaaaaaaaaamaaaaa■eases a a a a a a a in a a a a a IN a a a a a a a a a a a a a a aaI
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Lot Line Waiver Request for Sky Manor South S/D; Lot 9
— Sewer Permit Number OSP171157
During construction, the contractor staked/flagged the lot line using line of site with the
two (2) property corners. GEG inspector Jody Maus measured 10 feet from these stakes
to the edge of the drainfield during the inspections of the installation. We performed swing -
ties, final grades, and tied the house location into the property corners. Upon preparing
the record drawings, it appears the drainfield is only about 6 feet from the west lot line.
We are requesting a 6 foot lot line waiver be granted. The owner of Lot 9 also owns the
lot to the west (Lot 10) and has no objection to the granting of this waiver.
If you have any questions, please contact us at 337-6179. Thank you for your assistance.
incerely,
Jeff IG a fthessr-,P. E., M_.S.
Prerut � I
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
PERMIT NUMBER:
OSP171157 RECORD DRAWING
NEW 2000
SEPTIC
0
U
LL
NEW
6 BEDROOM
DUPLEX
.4.a
~ `\ ��'• •®; .: �' DRIVEWAY ! ' .4 "
q Jy
.4�1 .4 •.� .• ..
O � 4 s
15' UTILITY EASMENT
PARCEL ID NUMBER:
051-193-49
APPROXIMATE LOCATION
OF NEW WATER LINE
(PER CONTRACTOR)
FCO
1 8.5
200 FOOT WELL
RADIUS. SEE NOTE.
9
ST1
1 20.5
RESERVE SITE
�
TH#9C
1 21.0
r---- __
t
64.4
I-•----___---� NEW DRAINFIELD
0
^ V LOT LINE WAIVER REQUESTED
99.3
r-opl---------------- ___
OBI -2
CO2 ZiitTT4e -I
^•�,
Cot
^-------- Coa
MTI
29.4
101.0
Dela
g
ST2 H#9B T TH#9A
/
0
U
LL
NEW
6 BEDROOM
DUPLEX
.4.a
~ `\ ��'• •®; .: �' DRIVEWAY ! ' .4 "
q Jy
.4�1 .4 •.� .• ..
O � 4 s
15' UTILITY EASMENT
PARCEL ID NUMBER:
051-193-49
APPROXIMATE LOCATION
OF NEW WATER LINE
(PER CONTRACTOR)
FCO
1 8.5
1 -
43.3
ST1
1 20.5
1100.6
52.0
ST2
1 21.0
1 99.3
64.4
DBL1
22.2
99.3
66.8
OBI -2
23.1
99.3
68.6
MTI
29.4
101.0
77.0
C01
30.9
102.2
78.3
CO2
34.7
103.01
83.0
CO3
38.7
104.2
87.7
MT2
39.6
103.4
89.0
MT3
62.2
26.6
C04
63.6
26.4
C05
65.5
29.4
C06
67.8
33.0
MT4
67.6
34.9
GARNESS ENG-11NEERING, GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507' PHONE (907) 337-6179' FAX (907) 338-3246' WEBSITE: www.gameweng(neering.com
PREPARED FOR:
PHONE NUMBER:
PAGE NUMBER:
C & T CONSTRUCTION
240-2020
2 OF 3
PROJECTILEGAL DESCRIPTION:
DRAWN BY:
SKY MANOR SOUTH S/D; LOT 9
J.L.M.
TYPE OF WORK:
DATE:
,,_ RECORD DRAWING OF NEW SEPTIC SYSTEM
8/11/2017
1._30'
..:.... ..... ............ ...............
�. ......... .. ... ...�.on........nnn..�.®
in J y ess : tv w
J,•. CE -79 3AV
LICENSE lul�5�•� ��
#AECC884
PERMIT NUMBER: PARCEL ID NUMBER:
OSP171157 RECORD DRAWING 051-193-49
ST1 FINAL GRADE ST2
= 101.1-101.4
TOP OF TANK
AT INLET = 97.58 2" OF INSULATION TOP OF TANK AT
PER CONTRACTOR OUTLET = 97.58
a------------------------i-----------i
INVERT OF BUNG I I
AT INLET =96.96 �.(
NEW 2000 GALLON ! CINVERTOFBUNG
SEPTIC TANK I AT OUTLET = 96.83
i
FINAL GRADE
98.20-102.52
TH#9B MT2 CO3 CO2 C01 MT1 TH#9A
MT4 C06 C05 C04 MT3
ORIGINAL GRADE
@ HIGHEST POINT
= 99.33
FILTER FABRIC
0.64'OF EFFECTIVE
...Y� c.•'`-P �`i tit `' 3 .'s.t""a �Y '` ''a �-�,* j `?r°=t"�.`- •c ^yi
INVERT OF DISTRIBUTION r =�-t••;���;t �, , •�,+r- °:. - .a s , < t`....+ a t=: ,•a '`�C
LINES = 93.97'f ' •;> x '^� 4 :2 FEEL OF MOA APPROVED;;,,`v3 '3� s`+` • �,�;
SAND FILTER
:k
TOP OF SAND
:'Cad`'Ck;'•.^E'e`.:?s`r.✓;.f:�rx. _.4r,'•£�,at,,.�.4;y.'.u•1i'4.""}`t. ;,jis.+-`^is cti..
FILTER = 93.33
I X 15 FEET WIDE
BOTTOM OF
EXCAVATION = 91.33
RELATIVE ELEVATION OF BOTTOM OF RELATIVE ELEVATION OF BOTTOM OF
TEST HOLE #9B = 83.33 (NO WATER ON 7/5/2017) TEST HOLE #9A = 82.83 (NO WATER ON 7/5/2017}
r,
OF
GROUP,GARNESS ENGINEERING
Ltd
............... .............,..:......
V. - _ CIVIL & ENVIRONMENTAL ENGINEERS,..,� ,�
3797 E. TUDOR ROAD, SUITE 701 ' ANCHORAGE, AK 9950T' PHONE (907) 337-8179 •FAX (907) 338-3248 • WEBSRE maw.gamas.ert87tieertng.can . � .� ........ � �,� 0
PREPARED FOR. PHONE NUMBER: PAGE NUMBER: •� g •A. Ga ss
SS : O t
C & T CONSTRUCTION 240-2020 3 OF 3 CE-
Ar
LEGAL DESCRIPTION: DRAWN BY: ��� .•�41
SKY MANOR SOUTH SUBDIVISION; LOT 9 J.L.M. ®� �D p�(.,'��t``P�
TYPE OF WORK: DATE: LICENS ESS\
RECORD DRAWING OF NEW SEPTIC SYSTEM 8/11/2017 #AECC884viulk
Contractor Statement for Water Main and Water Service Lines
August 11, 2017
To whom it may concern:
1, Dan Green, Owner of Green General Contracting herby certify that all water mains
and water service lines for Sky Manor Water System that were installed by Green
General Contracting and that serve Lots 8 & 9; Sky Manor South SID, are ten (10) feet
away from septic tanks and drainfields.
Dan Green, Owner
Green General Contracting Date:
15939 Division Street
Chugiak, AK 99567
Phone: (907) 696-1805
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
r i iM' . #`
Permit Number: OSP171157
Work Type: Septic Initial
Tax Code Number: 05119349000
Site Legal Address: SKY MANOR SOUTH LT 9 G:1159
Site Mailing Address:
Owner: C & T CONSTRUCTION INC
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
Effective Date:
Expiration Date
drys y .5.
L
r, r'
r
1)epa�•rrn€rtit
Lot Size in Sq Ft
Total Bedrooms
6/28/2017
6/28/2018
'/15/� i-1
77
40130
Q Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑ 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:
Issued By:
Date: _
Date: 2 $ ;ZQ 1 °�
Mayor Dan Sullivan
On -Site Sewer/Well Permit Application
65�5qoj For A Single Family Dwelling
Parcel 1. 0. j_jq_
Property owner(s) C & T CONSTRUCTION
Mailing address 11401 JESSIE MAY CIRCLE, EAGLE RIVER, AK 99567
Site address SHERMAN STREET, CHUGIAK, AK 99567
Legal description (Sub'd, Block& Lot) SKY MANOR SOUTH; LOT 9
Legal description (Township, Section & Range)
Lot Size
APPLICATION IS FOR:
(g all that apply)
Absorption Field
Septic Tank
Holding Tank
❑
Privy
D
Private Well
El
Water Storage
0
N/A
Sq.Ft. Number of Bedrooms
APPLICATION IS AN:
Initial
Upgrade
Renewal
Day phone 240-2020
11
TYPE OF DEWELLING:
Single Family (SF)
(w/wo ADU)
Duplex (D)
Multiple Dwellings ❑
(SF and/or D)
Distance: _-
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
(Rev. 01 /11)
GARNESS ENGINEERING (TR()L1', Ltd
-- — CIVIL & ENVIRONMENTAL ENGINEERS
June 20, 2017
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Septic System for Sky Manor South Subdivision; Lot 9
To whom it may concern:
The proposed 6 bedroom duplex is to be served by a community water system (PWSID#
218807) and a private septic system. We are proposing that a new 2000 gallon septic tank and
a bed type drainfield be installed. Test hole was excavated on the property and the primary
drainfield and reserve drainfield will be designed around the 30 foot radii of TH#9A, TH#9B, and
TH#9. Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring.
and the percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic
system.
4. TOPOGRAPHY: As can be seen on the attached site plan and design drawing, the
topography is shown. In short, there are no slope concerns with this installation and there are no
cutbanks such as road ditch with 50 feet that will impact the installation of the septic system.
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.
Inc- ely,
Jeffrey ' . (arms-, P.E., M.S.
Presid•nt
3701 E.Tudor Road, Suite 101 *Anchorage.AK 99507-1259
Ph: (907)337-6179 *Fax: (907)338-3246 *Website: www.garnessengineering.com
r -1 L.
-- ---j I J
I
s..\
/ ,
I •., ,
I ....., /
/.., L j
__j
\
\ ., r 1 : i I MIK r 1
....
1-ja-mmassal 1 —__r
. . --- -k_
,h,...
LOT 21;TUNDRA
.., 1 N
. /'-' ...,
I r- JEWEL RANCH SID
...
I
I •
\ I 1 \
/ ; --'---- ....•-,
. \
•.,.., ...\\ ......,
. -------------I I
--- -----• / r 1
J 1 / : /
•-! i / \
--- ---- ; FI
----------: i ..'" • / \
[ 3 1 i------------------------------ / ›.' 1 ) LOT 7, '', /
1 '''../ 7
--------------------
! ..........1 / )
/ \ I . .. SKY MANOR SID \
I , 1 .
1 ( Il // '.., 1
, ! lI I / ' I . , II 1
k
i \, I i .. L \ 1 i l
LOT 4; LOT 5; I I LOT 6: 1 Pr l
I SKY MANOR SiD .1 I SKY MANOR S/D I SKY MANOFt SO
i
4 , L J J . •, Min LI:7 - -4 \ I
_l . -- -- -- .. .-. .__._. .rri_._._...,,.._._ i 1, •,1' ...4 \
4 LIF -&-:-..... ..----*--•-• '''' --- ., .......:'.. if ., ...f.
..;,--...,..,...„„.... ..................-- . •
j,.........
III.I ,.:•-•-•. ..- I ----:: ...._...,...
....,......-
....v..f..g...
-.1. ----------i,, „. /1 /4- :1
-
- - -
{K - 1 ‘ 3 °ltA -1 - LOT1l - i -_-_ -
LOT11 "• . 4. 1:6fi. SKYAAte \ ,.'19 / fi
pkSe MANORSOUTHso I SKY MANOR-SOUTH S/D ! -
.• I ......---.....r. PROPOSSO'SEP.TIG I "'"......... /
..........
- II
' ... I................-' i SYSTEM.SEE DESIGN -• -.....- '.7---' ••• \ ,I ill/ --.. /
I \ ..' PAGE 2"OF 3 ] ............ 4p, '. •.,• .'...'.:,,.--R.,, /
,, 6 .
..... ....... -- ..... • . .• • I it. /
I 0 2 E.1,*<L;•::1 I ii 1--- s, , /
I.---.-. .-"' 41THOil 1 I ----- --- --..
1.... Twit --.,. I \,••///. . ......r-.....-C------12-U..\\ .' 1
- ....." TH0f9CY/ ..........------.......... ---0C.7-1-6-k'• \‘..,';:.'' (''' ?`f
-..................„_.,.. 473,_ .. ., .1 :i..1 LOT 2A TUNDRA
I -............ I . tA-•-•,z .,.• ,:K -...........A 0 111 D \ Ns, %.,i:.,-;7; .-.ofs ,
i.......................—............ -4-, .4i/ . ... -fr•rn-CI, • ' • ' . ^•,,,,'
EL. •11--1,i.: ./`‘t..•i4,.,...„.. It JEWEL RANCH 5/D
„••-
,,...41. ....-•" , I r • ...-I------.,,,,_____ ,......-.---c•--1...)71....--.,
.. .................-.•.-...................... .AV •' .. ,41-•- •
I T468 A.• THON-1.---- ... -100-.. --- -,••••• ...
......t........I _.-- .- 44, _.. .. . s ., ......... : .....:..: _. lit N•
....-r,". , P i3 MOSES)..........___L...........PRQPOSED j ___ / ., , • -.4.......: .......... - ------.• ---..I.. 1/1 ---..\•:I.,
...-B-SEDROOM 1 . -6 BEDP.obilir-r'-------... -,__:: ,....!---..,.., . . 7.-:.7,-..,..._.,.._:::::-.......... •.„..... I -.•;II,
-- ....- ... ... i-:.HQPutiED -1...._... .. .. .......... • ....
1...•-• ..-Dorrmx....... I .. ...1DUPtEX
6 EtEDROOM-- • ---::----. ---'-',..--. .1."--:•..I ,.:
-•"1 ,..--- 5...............p.7.• 1... • .„19..._...-...f17.- .•••"-."---....,.bui,LEx. . '''''"-.-
....,.„
.• . ....---
"7-<:- - .......— I —..... ...... _,
--1- ...>::::•., "1 - -:.:e''' A81,.....-- -'..."' N 1. / f........... .......-*•-• ---'-`7-4::::4.-'"
-_,... -• ..rm.,.../.;...:..... ..,•,. RESERVE SITE
-.... - '•• •-.(1 I-----. ...... i/, '..".1 ',
.. „...
I,.---
‘;4"...0-..T...„„-;t.Y.-•-
-...• ......-....—.2
‘.1.7
-t----
ER1, ..iii..-..S........i F...W..........-- -
..•.•..,
.--- - 5.5
* SPTET
_........ . .....-- -
.F#7' •.._ .'. ./.. I I ',.., .."'*-....,.-. ..:.....,.....1............:-.:Z.----jii ....
-•'--+X"----1.-1-.•••••-f--- ..„7,.. p-rj •-r.... -7.... :7
, Z 0
i 4. 1" I D Z n‘iik
„ , „ \ . ....4' 1:„1 ----- -------- % TI
.-.142-4411/484444.....4
i i i \ \ ,
ii i I \ N
/I
1 1
I i I—s g
----I fi.....4 I A-
I , ;
TUNDRA JEWEL I TUNDRA JEWEL TUNDRA JEWEL TUNDRA JEWEL I I /
RANCH S/D;LOT 7 1 RANCH S/D;LOT 6 RANCH S/D;LOT 5 p RANCH S/D;LOT 4 1 I / SCALE.
I' ' N. \ / / \ I I / 1
/ / I . ... / , • /
..- , I ... ... ...- ,... r=lw
..- -- ... , ...- ...- \ 1 'L
. ...... _ _,_. .....„......,....,... _
...____,, I 4-- .„,.. ____,
, I ____
,
I \\ I
/, II --1---I I
I . I I I
I . I , ,
. ,
, , I / I I I ,
OF 4 illt.
N. -- 1 1,- %. v•
GARNESS ENGINEERING GROUP, Ltd g i 4” 'I—Ai
• rt
•
CIVIL&ENVIRONMENTAL ENGINEERS 0 i •
, •
3701 E TUDOR ROAD SUI TE 101'ANCHORAGE,AK 99507•PHONE 19071337-6179'FAX(907)336-3246•WEBSITE www garnessengt,i,.• . ,.....),...tp ... •. .
: Or 0
PREPARED FOR: PHONE NUMBER: PAGE NUMBER. # cr% '.. ' .'. A. SS
# 0 •••• : <Li to
C &T CONSTRUCTION 240-2020 1 OF 3 • --,:p% E-79,53 /..... •i•
PROJECT/LEGAL DESCRIPTION: DRAWN BY
SKY MANOR SOUTH SID; LOT 9 J.L.M. mi:E:E•Nc.184se:e0...*••.(P.Ii..1.!-,..4..0::\„...C.§31
TYPE OF WORK: DATE. L ivii
\\.. SITE PLAN FOR PROPOSED SEPTIC SYSTEM 6/20/2017 }
tellitiPROFil sESS1.4,0\2?',...••
I
I
GEG,Ltd. AS A 8 PAGE SPECIFICATION ♦/ PROPOSED I --- 1
WATER LINE
LETTER THAT PERTAINS TO THIS DESIGN.TO /-- ____ __T------ DESIGN CRITERIA:
OBTAIN A COPY OF THE LETTER CONTACT / ' NUMBER OF BEDROOMS: 6(DUPLEX)
y+_ GEG.BY PROCEEDING FORWARD WITH THIS ,NOTE:THE CONTRACTOR SHALL GALLONS PER DAY(GPD): 900
�-. INSTALLATION,THE ENGINEER,WELL DRILLER,
I CONTRACTOR AND PROPERTY OWNER AGREE
HAVE THE WEST LOT LINE AND PERCOLATION RATE/S: <1 MINUTE/INCH
ALL THE WELL RADII SHOWN __- PROPOSED APP.RATE: 0.7 GPD/SQ.FT.
THAT THEY HAVE READ THESE FLAGGED/STAKED BY A -T-- MINIMUM DRAINFIELD SO FT.: 1286
SPECIFICATIONS AND AGREE TO ACCEPT THE ^REGISTERED LAND SURVEYOR
TERMS AND CONDITIONS OUTLINED. _ DRAINFIELD DESIGN:
1 PRIOR TO ANY CONSTRUCTION.
/L.:"........./(-/.• /♦ RESERVE SITE.SEE MAXIMUM DEPTH: 10 FEET HIGHEST O.G.
"---- WIDTH: 15 FEET
^475 THM9C( // ,ALTERNATE DESIGN LENGTH: 86 FEET
1`` _` r _ r__ / / __ M.O.A.APPROVED SAND FILTER: 2 FEET
I -' •/ // �/ _ EFFECTIVE: 0.5 FEET
/ REDUCTION FACTOR: N/A
r -L,.s^` �/J /•• // // PROPOSED DRAINFIELD
^ 1 ^—_ _ 7/I
/ ♦ (SEE DETAIL DRAWING, 1- ACTUAL SO.FT.: 1290
10'+ " / / ♦♦ ,_ PAGE 3 OF 3)
_ • / / / "�___- 200 FOOT WELL
Tom ,_ r /—
/
t-- t �� — _ RADIUS�SEE NOTE.
-------------
I s/ / / ` -
1 L ^ /s-__ f___1J ----
..............
_=
10,
} / ^ __
--- / / ^ ___ •
1 INSTALL DOUBLE / °/ PROPOSED 2000 r ---r`^_--
--:-_,.............m...4.7..
CLEANOUTS / // GALLON SEPTIC TANK /
"--480--I- L.-_-__-- / / - I _--�
�/ // FCO/ ....."-'-4- 1 -^ ,a
/ / f +_
-_-_-_ �/ PROPOSED r^ --!�
- / 6 BEDROOM /� 1 L
/ DUPLEX +-
-�30' ` ~ y��/, / /// _ _____.
'tom+++' _ ~ZNV / % //1 ~�•�^'`-- ___ RESERVE SITE CRITERIA:
•�� _� 1 ti- -./ // // ~.. NUMBER OF BEDROOMS: 6(DUPLEX)
+ •
• /.:
. - ,� GALLONS PER DAY(GPD): 900 ,
q85- ' 7'-. �+ /1 ,, PERCOLATION RATE/S: <1 MINUTE/INCH
'•.' �'./ -./ •' 'X � PROPOSED APP.RATE: '4.0 GPD/SQ.FT.
DRIVEWAY • / ' `� MINIMUM DRAINFIELD SO FT.: 225
++` J + • • i`: '+ / • •.�/ .- . `+� 'REQUIRES CAT II ADVANCED TREATMENT
• RESERVE DRAINFIELD DESIGN:
{ /' ! /1 ++ MAXIMUM DEPTH: 10 FEET HIGHEST POINT
i� :.. ...a. / z y� +� WIDTH: 10 FEET
`+ �G •n_} _ _ — — �_+ LENGTH: 30 FEET
++ ' •.,^r s"`-• •7 ` ++ M.O.A.APPROVED SAND FILTER: 2 FEET
++-- � '....0.'"'...11.1\' ,.. , 15 UTIL TY EASMENT EFFECTIVE: 0.5 FEET
/ ' \ \ ACTUAL SQ.FT.. 300` —
- \7. 1. `
// ....:'....'
----- _,, •• -.. SHERMAN STREET _ -
...•�1•SIIa III,
••.1 •�. . x,,111
i 'L� • '•' .1••• g 111
GARNESS ENGINEERING GROUP, Ltd *i� 4' ..)11
•��'* •
•
„1•••••,.. CIVIL&ENVIRONMENTAL ENGINEERS 01
3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE.AK 99507'PHONE(907)337-6179•FAX(907)338.3248•WEBSITE:www.gemeuongkreertng.com ;
rFROM SEPTIC TANK
—...Ir-....— y2'F-•••—I
1
r O O -12.5'
4"SOLID PIPE t 5.
4"PERFORATED PIPE
C D 15
• •
O 2.5'
}
I
82 FEET
86 FEET LONG
FINAL GRADE QQ 'l`
TH141161 �
MT CO CO CO MT II �(�/J•
ORIGINAL GRADE
FILTER FABRIC 10'DEEP MAX
AT ANY POINT
• ,:,i..r..�.i.♦-�.r._i_oy:�:�y{ 0.5 OF EFFECTIVE
PIP—
INVERT OF DISTRIBUTION •y~~• I I
LINES (TYP.) 2 FEET OF MOA APPROVED . • 2'
SAND FILTER •
•
TOP OF SAND
15 FEET WIDE
BOTTOM OF BED
TEST HOLE DEPTH IS 16 FEET (NO WATER) -----
lb, oFA
.i c • A
, �• ♦#GARNE5S ENGINEERING GRGUP, Ltd ` :' 4= T �`• •:
CIVIL&ENVIRONMENTAL ENGINEERS ■ •
3101 E TUDOR ROAD,5,11E1 101'ANCHORAGE AX 99`,07'...:)Nl :9Cl: 1376113-r AX,9CC 038.32/f'W:.L.,I: wv,»cn.rw.sscn,,e.,"^ ,-vn` • • • • `
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: `�' . ey A.Garness : w to
C&T CONSTRUCTION 240-2020 3 OF 3 0� C 79 ��"�
i.
LEGAL DESCRIPTION: DRAWN BY: IP J'T "•. y
SKY MANOR SOUTH SUBDIVISION; LOT 9 J.L.M. �9 ''Q ••' •6 ZI �.'tc' PR •f ••�C i
TYPE OF WORK: DATE. LICE f4�,V;,S;l 44
DETAIL DRAWING OF PROPOSED DRAINFIELD 6/20/2017 #AECC884
.`4- E OF, k 4 44,
•.
GARNESS ENGINEERING GROUP, Ltd0
....:.....•
CIVIL&ENVIRONMENTAL ENGINEERS % / 0
3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE,AK 99507•PHONE(907) 337-6179•FAX(907) 338-3246'WEBSITE'.www garnesseng neenng.com 0 •
; • !• .
(SOIL LOG PERCOLATION TEST I.�'.� Je Carnes i
• --al • CSE-79,•3 :.c���
LEGAL DESCRIPTION: TUNDRA JEWEL RANCH; LOT 1 =PROPOSED SKY MANOR PHASE II,LOT 9 •
.(1::::.
♦��•.,.•! a r}•••t`�i
PERFORMED FOR: C&T CONSTRUCTION DATE: 7/28/2015 ♦1�,,11,p: `S`=:����'•
DEPTH .-----
(feet) ORGANICS TEST HOLE #9A
1
• LOAM (SM) SOIL CLASSIFICATIONS SITE PLAN
2 W/ LARGE __
• BOULDERS O o GW _ �= ORG
GP Y ) ML
3 — ••y �. GM CL
••:•'�•.
4 ( GC < < OL �,P�
y�
°0 000 00 e
000p aSW MH ��
• • ••••••; SP CH
�.
5 obit•••• • •)) t• SM ' , OH O5
•6 • 9f9":7 SC O��
.•:.•s••
7 ••••�•• DEPTH TO DATE !'Q'
...;••6•• GROUNDWATER !�(j (Nkk
• . Gj`V
8 ••••••• DRY 7/28/2015
01••��• DRY 8/5/2015
• SCALE•
g •o•• •• GP W/ SOME DRY10/14/2015 1"=100'
oaf•elis ei SP MIXED -
• • . THROUGHOUT
10 ••'••••
• DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11 •,.•.:•. TIME (MINUTES) READING (INCHES)
.•:.'ti•.
• • 7/28/2015 1 - - 6" -
12 —•q•,c„.
es*IP• 2 - <2 0” 6"
• •
•• 3 - - 6" -
13 •• r•••
.`:.•r• 4 - <2 0" 6"
• •
14 • - -
leo.•►'•
• . 6 <2 0„ 6"
15 s,.,.,• 7 - - 6" _
• •• . 8 - <2 0" 6"
16 • • 9 - 6" -
B.O.11.
17 10 _ <2 0" 6"
11 - - 6" -
18 — 12 - <2 0" 6"
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 6.0 FT. AND 7.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: n YES • NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
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: b/2-1/ 7"
7"
1
GARNESS ENGINEERING GROUP, Ltdi: 4.4..4-% 0..F..''' 4 ,...:4.... ::
' 49gT =*
CIVIL& ENVIRONMENTAL ENGINEERS •
3101E TUDOR ROAD.SJIT_ICI'AN:'NGRAGr AK 995O7-0-OhE :90T 33/b1i9-=AA ',Y': 31632,6.W=BSITF Av.grneam m9 o=K= •• •
•
ISOIL LOG PERCOLATION TESTI X00 J •
y Gar ess
LEGAL DESCRIPTION: TUNDRA JEWEL RANCH,LOT 1=PROPOSED SKY MANOR PHASE II,LOT 9 +++�'/ t1 C*7
PERFORMED FOR: C&T CONSTRUCTION DATE: 7/28/2015 1 O P • A\' •
DEPTH :^ -:
(tee° ^^_^ ORGANICS TEST HOLE #9B
1
• LOAM (SM)
SOIL CLASSIFICATIONS SITE PLAN
2 W/ LARGE
BOULDERS o O GW : : ORG
• • ' . . GP ML
3 —•w.. s•
GM ` CL
• . / GC OL `
4 •
"S..'s• :Ooo°DCSW jj1 MH
• • i•�• s, SP � � CH �,'�Ci
5 •�•••••
.•:.•a•. ! i • SM .� OHO
• • 0' SC ` `
P G
6 • t eV 'S .
• • DEPTH TO
7 'a•'•'• GROUNDWATER DATE
ni)
• • GJ
8 —•••.•.•• DRY 7/28/2015
••'•I•• DRY 8/5/2015 SCAF F
9 •�••;•• GP W/ SOME DRY 10/14/2015 100'••:."lm• . SP MIXED
• THROUGHOUT
10 ���•.��
•• �•� CLOCK NET TIME WATER LEVEL NET DROP
11 --•r.•:•• DATE READING TIME (MINUTES) READING (INCHES)
• • 7/28/2015 1 - - 6" -
12 —•,b..•••
••i•'1`. 2 - <2 0" 6"
• •
13 •%%•••• 3 6" -
•••eV a 4 - <2 0" 6"
• -
14 — • - -
.•%•••• 5 6"
• 6 <2 0" 6"
• -
15 •16.•.•• 7 6" _
• • 8 - <2 0" 6"
16 B.0.11.
9 6"
17 — 10 <2 0" 6"
11 6"
18 — ' 12 - <2 0" 6"
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19 —
TEST RUN BETWEEN 5.5 FT. AND 6.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES U NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PgRFO MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ‘ /2/ J I l
J
0 .7 . . 4.,• \>:.\>.... . ***'. 6 44 •
GARNESS ENGINEERING GROUP, Ltd (47 ,
CIVIL&ENVIRONMENTAL ENGINEERS 0 0
3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE,AK 99507•PHONE (907) 337-6179'FAX(90) 338-3246•WEBSITE:www.garnessengneenrgcan ` -e'er • •. - ;
(SOIL LOG - PERCOLATION TESTI •
•
0 rA• e ess
12uLEGAL DESCRIPTION: TUNDRA JEWEL RANCH;LOT 1 =PROPOSED SKY MANOR PHASE II,LOT 9 . ��••. r �— c D
PERFORMED FOR: C&T CONSTRUCTION DATE: 7/28/2015 �� PROF SS��NP��
DEPTH
,1"III•�sli**
(feet) — ORGANICS TEST HOLE #9C
1 —
• LOAM (SM) SOIL CLASSIFICATIONS SITE PLAN
2 •
W/ LARGE
• BOULDERS 0 ,0 GW ' __- ORG
• • GP 1 ML
3 •le•••• GM /// CL
4 • • . // �jGC _ , OL �'
.••.•.• o000 o <
ipso•'t•. 000 0, o D SW MH
• •• ••.;�•. SP CH '0'
5 :�.':st e }1SM OH
• •
6 • 9' 2 SC ��C,O
• •
• DEPTH TO
7 ••.•; ; GROUNDWATER DATE ��P N
• 5
8 ••••;•• DRY 7/28/2015
sips . DRY 8/5/2015 SCALE:
9 ••sip`s• GP W/ SOME DRY 10/14/2015 r'=too'
•s:ell`• SP MIXED
• ' • THROUGHOUT
10 ••%••••
• • DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11 .••.• • TIME (MINUTES) READING (INCHES)
••i•lli••
• • 7/28/2015 1 - - 6" -
12 .•••••••
ell ell."• 2 _ <2 0" 6"
• •
• 3 - - 6" -
13 owl....
•••••b•• 4 - <2 0" 6"
•
14 • - -
••••' �••
• • 6 - <2 0" 6"
15 •
•♦ •
•••••`I 7 6.,
• . 8 - <2 0" 6"
16 B.O.H. _
9 _ - 6r,
17 — 10 - <2 0" 6"
11 - - 6" -
18 — 12 <2 0" 6"
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 6.0 FT. AND 7.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: n YES • NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PF RM D IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Li//.4
2
EPuWS
•;' � Municipality of Anchorage
On-Site Water and Wastewater Program o
(907)343-7904 SA ICr.
Certificate of On-Site Systems Approval
Parcel I.D. 051-193-49 Expiration Date: 7-f0-1 `
1. GENERAL INFORMATION:
Complete legal description Skv Manor South:Lot 9
Location (site address) 23011 Sherman Street'Chugiak,Ak 99567
Current Property owner(s) C&T Construction Day phone 903-9267
Mailing address 11404 Jessie Mae Circle*Eagle River,AK 99577
Real Estate Agent • Day phone
2. TYPE OF DWELLING:
❑ Single Family(w/wo ADU)
® Duplex
0 Multiple Dwellings(Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 6
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well 0 Individual
Individual Water Storage ❑ Holding Tank ❑
Community Class A Well ® Community 0
Public Water System ❑ Public Sewer ❑
WaiverNariance request for. Distance:
Received by: Date:
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ Waiver Fee $
Date of Payment u jai9 Date of Payment
Receipt Number 6500/6 Receipt Number
COSA# 65(.19/1W 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 (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road,Suite 101-Anchorage,Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date: .12.1/1/€3
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system o OF �1 y^
in accordance with the guidelines and regulations established by the Municipality of Anchorage and ��,.• -J (/401
industry practices. The reported results describe the condition of the system/s on the date's of the G> v . S•,�p
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or T. � _ ` ,r
encroachments may exist that were not identified during the evaluation. The operational life of all wells G*i. 4 r . � •�')
and septic systems depend upon a variety of variables, including but not limited to• soil conditions, .• C
groundwater levels (that may fluctuate during the year), quality of construction (materials andVA
workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,and �ti.. 1 v
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the 1,. .. `f y,A. Car.'..as.: V
system/s;therefore. GEG makes no warranty(express or implied)regarding the future performance of I(l I f cc',-/„2:..,; • e
the well or septic system. GEG makes no representation whether an alternative well or septic system 0 4,n ^t /i•• (PGG
can be installed on the property in the event either of the current systems fail to perform adequately in t1 kk •• .Zr.. —f ��
the future. The content of this report is for the sole benefit of the person/party that retained GEG to
P P P Y �7..,,%y p-oiess%cr°oc�
perform the evaluation. Reliance upon the information provided in this report by any other person or JQQQ�oo�
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
#AECC884
6. DSD SIGNATURE /
XSystem#1 Approved for bedrooms \\\�`�\G\p (TY '(( j�/
System #2 Approved for bedrooms ``�� '9k •••;
Disapproved p 14/47- S/T . �G1r
Conditional approval for bedrooms, with the following tRla :T��ti1v0 6 y
o pR0GR q 7-
-.so rn
i)i)$ V CESc:\\NN
By: / in., Original Certificate Date: S 31-1q
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist _Z----- Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet_10.10-1 2.doc
COSA Checklist
Legal Description: Sky Manor South; Lot 9 Parcel ID: 051-19349
If more than 1 septic system on lot: COSA Checklist# of Structure served by this system
Class A water system PWSID 218807
A. WELL DATA
❑Well log is filed with Onsite (or attached) Well production at time of test qp �
Date drilled Water storage tank volume gallons
Total depth ft Well disinfected for : orm test? Yes ❑ No
Cased to ft ❑ Coli • •acteria is Negative
❑ Sanitary seal is functioning correctly 'itrate mg/L 0 Nitrate less than MRL (ND)
❑Wires are properly protected Arsenic ug/L ❑Arsenic less than MRL (ND)
Casing height(above ground) Collected by
Date of flow test for CO Date of Sample
Static water I- at beginning of test ft.
C•.- ents
B. TANK DATA C. LIFT STATION
Age of tank(s) 2 years ❑ Required maintenance completed
Tank type/material "°`'d" Age of lift station ye.
Measured operating fluid level in septic tank °`"""" Lift station materia
Standpipes/foundation cleanout per record drawing Commen :
Date of pumping new
Duplex
D. ABSORPTION FIELD DATA
Which system tested (date installed) 71017 Adequacy test date new
❑■ ALL standpipes present per record drawing Results ['Pass For 6 bedrooms
Total measured depth from grade 9.19 ft(max) Fluid depth prior to test - in
Measured depth to pipe invert from grade 4.23 ft(min) Water added - gal
0 N/A—pressurized field New depth in
0 Monitor tubes go to bottom of effective. If not, state Elapsed time min
depth into effective
❑� Code-required soil cover over field Final fluid depth in
Absorption rate 900+ gpd
❑ System presoaked
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment(past 12 months) no
date of test) -
Gallons introduced - gallons If yes, enter date
Comments/Deficiencies:all measurements are from profile record drawing dated 8/11/17
COSA Checklist yellow sheet
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot> 100' Community Sewer Manhole/Clean• 00'
❑Yes if No ft ■ Yes if No ft
Neighboring Tank > 100' ❑Yes if No ft Private - -r/Septic Line >25' ❑Yes if No ft
Absorption Field on Lot> 100' 0 Yes if No Holding Tank> 100' ❑Yes if No ft
Neighboring Absorption Fields > 1 tt 0' Animal Containment> 50' 0 Yes if No ft
■ Yes if No ft
Manure/Animal Excreta Storage> 100'
Comm •• • ewer Main > 75' 0 Yes if No ft 0 Yes if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ❑ Yes if No *5+ ft Surface Water> 100' 0 Yes if No ft
Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots:
Absorption Field > 5' 0 Yes if No ft Private Wells> 100' 0 Yes if No ft
Water Main > 10' 0 Yes if No ft Community Wells>200' 0 Yes if No ft
Water Service Line > 10' 0 Yes if No ft If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10' 0 Yes if No ft If absorption field is under driveway comment below
Property Line > 10' ❑ Yes if No **6 ft Wells on Adjacent Lots:
Water Main > 10' 0 Yes if No ft Private Wells > 100' El Yes if No ft
Water Service Line > 10' El Yes if No ft Community Wells> 200' 0 Yes if No ft
Surface Water> 100' 0 Yes if No ft
F. ENGINEER'S COMMENTS
*met code at time of installation.
**existing waiver on file with MOA (OSV171089)
,do600•,p
G. ENGINEER'S CERTIFICATION a4 OF .t \Q
�
I certify that I have determined through field inspections and review O,'55' .•' % .k.-16A,
� 4�
of Municipal records that the above systems are in conformance with 0 C' . 4 4 T, '.� •,.-�O
MOA COSA guidelines in effect on this date. I
0.... .. elV
' /.ff -y A. . rn:ss. 41
Q07f• CE-/79 3 aO
4n •fPr Z'i( ••./.1.1,
c,A �
COSA Checklist yellow sheet �4Pa pr 0 f e s s1o0°a�
#AECC884��k0000�a
}
1)
1
F
!,• 1
1
. ,
1 `
[ j•
I Il
t i I
t Q
C , }
� f • �.
1. % �+i �r r r ,9'81
vw ti
�
; l' lk
1. k 41
1i • 1 1111I
....
...5'. ZI:4 tti 0 .01.4.....:14..A.___E
'r L` {
t1'
` . .t.• r , i i
a i1
. - t 1
f r r ' ii "M y
.a
'' 1 — 6 ii'b ` .. i9'.
1 � j
I
{u�wwww^...TtiM• ___su.+Ir•_•_ •
. .45.1:77.04e.d2friggitt0:- '1.,' '3'.. ..:t . P: / 1: 1 .
.i•aMww.wwY'�{`I..f✓Yr..1._.... � �"�'•.IIM�"w..'�.r...ww..w.w.... .Mn�. {