HomeMy WebLinkAboutSPENDLOVE VIEW HEIGHTS #3 BLK 5 LT 4pendlove View
Heights #3
Block 5
Lot 4
#017-401-55
Municipality of Anchorage
i, Development Services Department
•' '' �`:r
"
Building Safety Division
/ On -Site Water 8 Wastewater Program, 4700 South Bragaw St.
;
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904
Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW050342 PID Number. 017-401-55
NOTe1ALISHA &BRAD TREVITHICK
Wastewater System: ■ New ❑ Upgrade
Address:
7801 LADASA PL. • ANCHORAGE, AK 99507
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 242-4253 3
■ Deep Trench O Shallow Trench O Bed 0 Mound I OOther
LEGAL DESCRIPTION
sN Rnbha:
0.8
Teta) Depth hown o,pind Wee!:
1 8 MAX.
M/sa. rr.
rL
Block: Lot: Subdivision:
5 4 SPENDLOVE VIEW HEIGHTS #3
Depth Is pipe voltam from erleioel Areae:
SEE DWG.
Grew) apo, beneolh pie:
1 4.6 / 5
rL
rL
Township: Range: Section:
— — —
rM anew ase.• "I" Ando:
GrevM wgth: I
SEE DWG. rL
60 (2 ® 30) R
WELL: ■ New ❑ Upgrade
Crew) width:'
2.5
a
2 I
Pelenee bet. Ives:
12.5+
rL
n
Cb rwroeon Pr." AB.Q.,
Total Depth:
Caeea Te:(OMMOCK)
Tell ae•opoen area:
Mie metwtal: 1
PRIVATE
445 n.
46 rL
576 so. rL
I D 3034/ F-810
DrWer:
HEFTY DRILLING
Den o'oM
11/10/2005
statin vrater Level:
132
Inetax.r:
RED DOG
opts metaled: I
10/25-27/2005
n.
n.ld
Pomp set AL
Dams „.,tit A Ground.
TANK 1
1 cp
UNKNOWN rt
2 n.
SEPARATION
DISTANCES
■septic 0Holding 0S.T.E.P. I 0Other
To
Septic
Absorption
Lift
Holding
PublielprWate
Nom'foat '
ANCHORAGE TANK
cop" in smleas:
250
Prom
Tank
Field
Station
Tank
Se~ time
11
Well
100'+
100'+
—
—
25'+
STEELS
w� 2
Surface Water
100'+
100'+
——
—
LIFT STATION
Lot Line
5'+
10'+
—
—
—
Size N !Chows'
•lara,real,wer:
Foundation
5'+
to'+
—
_
_
wrp as e""aL oN at:
wan eatw aiorm at:
I
Curtain Drain
NO 11 KNOWN
preev Ltoe.
EMcbfwf Mpwt.. penamn0 ler
Remorks:
BENCH MARK
taeatcn .w o.enphea:
BOTTOM OF TANK IN ST2
A.«ew.a Eievaaan: I 93.58 a
ENGINEER'! EAL
oF.. �gs4o
H
Inspections performed by: GEG. Ltd. Dates: 1st 10/25/2005
2nd 10/26/2005
4
Q A . . A
1 D
"
3rd 10/27/2005
t: eylA ness:...p
O��p
Development Services Department Approval
.. CEI a 13 F`'
Reviewed/0and approved by: Qv0 GU,r,vli Date: g/fir
DOealorofesstoh6a�
�440000�
PERMITNUMBER: AS PARCEL ID NUMBER:
SW0 -BUILT DRAWING I
SW050342 017-401-55
f T ---I
STI
29.9
47.2
ST2
36.1
34.8
OBLI
38.0
57.0
DBL2
44.6
61.3
FS
54.2
67.1
COI
51.3
58.9
MTI
71.6
86.4
I /
m
3
LOT 3. 8
SPENDLOVE VI
EW
/
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i
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LOCK 5:
HTS./3 S/D
I
I
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/
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/ I
/ I
/
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/
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/
i
1
EXISTING I
\\ CREEK
1NEW 3
BEDROOM
HOUSE
"
I/
FC
/ I N SE1250 GALLON
r \I
ANK
/ oel
I TH# • BI
ALTERNATE SITE WILL
REQUIRE
AN ADVANCED OF M \\FS
TREATMENT SYSTEM I
NEW
DRAINFIEL[
\\\ Jry `01 I *TH12
1------T—\3-- J
10' UTILITY EASEMENT / CONFIRMATION TEST HOLE
�•
9..=-
. IN
\
1
1
1
I
I
I
I
1
1
/
/
GARNESS ENGINEERING GROUP, Ltd.
.�
CONSULTANTS dOENERAL •••••••
lA1 L 1{IO(M Iq•D. Y/I[ 101 • A.L)M.CL. IN 0W) • H101( 100)1)1)-11>I • Mr 6g111M-]1N • .DIOL' .w4�•rytirw,r.
PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• •••••••
ALISHA & BRAD TREVITHICK 242-4253 2 OF 3 Q p '• / ey ess.,
LEGAL DESCRIPTION: DRAWNBY: CE -7953 •
SPENDLOVE VIEW HEIGHTS #3. LOT 4, BLOCK 5, C.J.C. R6'��o0
TYPE OF WORK: DATE. �Qo4pO�QOOQoo
AS—BUILT FOR NEW SEPTIC SYSTEM 8/18/2006
(R".01M)
I /
1NEW 3
BEDROOM
HOUSE
"
I/
FC
/ I N SE1250 GALLON
r \I
ANK
/ oel
I TH# • BI
ALTERNATE SITE WILL
REQUIRE
AN ADVANCED OF M \\FS
TREATMENT SYSTEM I
NEW
DRAINFIEL[
\\\ Jry `01 I *TH12
1------T—\3-- J
10' UTILITY EASEMENT / CONFIRMATION TEST HOLE
�•
9..=-
. IN
\
1
1
1
I
I
I
I
1
1
/
/
GARNESS ENGINEERING GROUP, Ltd.
.�
CONSULTANTS dOENERAL •••••••
lA1 L 1{IO(M Iq•D. Y/I[ 101 • A.L)M.CL. IN 0W) • H101( 100)1)1)-11>I • Mr 6g111M-]1N • .DIOL' .w4�•rytirw,r.
PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• •••••••
ALISHA & BRAD TREVITHICK 242-4253 2 OF 3 Q p '• / ey ess.,
LEGAL DESCRIPTION: DRAWNBY: CE -7953 •
SPENDLOVE VIEW HEIGHTS #3. LOT 4, BLOCK 5, C.J.C. R6'��o0
TYPE OF WORK: DATE. �Qo4pO�QOOQoo
AS—BUILT FOR NEW SEPTIC SYSTEM 8/18/2006
(R".01M)
PERMIT NUMBER: PARCEL ID NUMBER: I
SW050342 AS -BUILT DRAWING 017-401-55
THI2
TOP OF TANK AT
INLET - 98.44 -
INVERT OF BUNG
AT INLET . 97.87
FINAL GRADE
- 92.11+
BOTTOM OF TESTHOLE/ BEDROCK
- 78.00 TESTHOLE DRY
GRADE - 103.7-103.9
n
U
NEW 1250 GALLON
SEPTIC TANK
-ORIGINAL GRADE -
92.00 O HIGH POINT
FABRIC
INVERT OF PIPE
88.81
M OF TRENCH
- 84.00
F3f7
I
TANK'AT
98.40
INVERT OF BUNG AT
OUTLET - 197.58
I
FINAL GRADE 97.77♦
-ORIGINAL GRADE
97.27 O HIGH POINT
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS S GENERAL CONTRACTORS
3», C nca AGV. fn[ ,o, . I"C.01A (. M r 7 r.r (W7) v Uu . b - .
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
ALISHA TREVITHICK 907-242-4253 3 OF 3
LEGAL DESCRIPTION: DRAWN BY:
SPENDLOVE VIEW HEIGHTS p3; LOT 4, BLOCK 5, C.J.G.
TYPE OF WORK: DATE:
AS -BUILT PROFILE DRAWING 8/18/2C
JR". 01W)
.,__�
TER FABRIC
AT OF PIPE - 94.27
M OF TRENCH - 89.27,
BOTTOM OF TESTMOL£/ BEDROCK
83.27 TESTMOLE DRY ---1
I
GARNESS .ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
LEGAL DESCRIPTION: SUNSET HILLS: LOT 13. BLOCK
PERFORMED FOR: AUSHA TREVITHICK
DEPTH
(feet)
rr
rr
TEST HOLE 3
1
iaaa
ORG
"=
SOIL CLASSIFlCATIONS
2
ORG
-GW
iR t GP ML
3
MINI GM CL
q
GC OL
°. •°° a SW MH
5
floe • : SP CH
SM i i OH
SC
6
11
12-
13-
14-
15-
16-
17-
8
213141516178
GROUNDWATERDEPTH TO I DATE
1
P '.J y Gorness:•
ChpE-7953 :4r
19 PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHES)
TEST RUN BETWEEN — FT. AND — FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY:
COMMENTS:
PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PERFO MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 6119 Ob
rr
rr
•
r
11
12-
13-
14-
15-
16-
17-
8
213141516178
GROUNDWATERDEPTH TO I DATE
1
P '.J y Gorness:•
ChpE-7953 :4r
19 PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHES)
TEST RUN BETWEEN — FT. AND — FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY:
COMMENTS:
PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PERFO MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 6119 Ob
�.�Har 01 06 09:06a _
MEN
tDfaillsZll
.;
:77
Cim! "oueh: Subdivision:
BLOC 1-
Anchorage, Qendlove View 5
4
Meridian Township Range
BOREHOLE DATA( —
frOn7 t0 Of
Material: Type, Color fi netncssp CaSIng�Dcpth
p_m To
stickup 0 2
fill 2 4
sift & rock 4 41
bedrock 41 445
Alaska state Ian requires that a copy of his wrll lug be sem m dtc
lkpanutvnt orNu4tml Rcsuutres within 45 d,,w fast, arc
gag t bl • (AK stmutcs 38.05.0:(), 33.05.1135.4103.020.
ar..15.020 anJ AK W-ulutiva. 1 I :\1C' 93.1J(Ir.
)Kit:' Oivisintt of Mining, [and and Waters
550 W 7th Agorae. Suite 1020
Anchorage. AK 995(1- 3G62
'hone (907)2694639 atttl tax V)V)269-3947
P.1
STATE OF ALASKA
DEPARTMEN-r Or n'ATURAL RESOURCES
DIVISION Or MINING, LAND R %PATER
WATER WELL LOC
Drilling Started: 11 t 01'2005c,nntplata1:11 r 10.2005
PruPcnv Oancr \atnc fi AJdttss:Alisha & Brad Trevfthick
7801 Ladasa place Anchorage, Ak. 99507
_ Smtion r �
_• of V. or % of
Drillin--in fhod,r rotary,
( ) Cable tool, Other
Well use:ply, (X ) Domestic. Other—��
Depth of R Casino stickup: I—
Ca%ing typ�— ti
Thickness:_250 inches
Casing diainches Casing depth: 46LinertypeDiameter.
_inches Depth: I - 1)
Static nater (from top of casing):
Pumping Icvel , yield: on 11 / 11!12005
___— tL•et after _ hours at I F'Pm
Recovctyratc. 6�pnt.Mclhodoftcs1in.; --
M%'clopmentnicthod: b al„Ift
airlift Duration: 1lh—�_
\Fell intake opening npc: ( ) Open end, (X) Open hole. Other
Screened: Starr.
r, sto '
Screen qpm,. p—� PPod - —L --rt
--�__ Slotimcsh size:
Perforated; Start:
—� ft. Stopped: - 14 H
Start: -
Nc>tc:..... _................ R. Stopped: I' fl
Grout type
Dcpth; from
Volume
to _
Pump intake depth:
P..-- It
size'.
Brand
Was well disinfected upon contplctioli! No
Method ofdisinfection:....Chlonna,,.,,.„.
Dtiller commcrtts' discLirtx•[s; ,•. ”"""
water entering thru fractures at de depths of 46',1130'
........... 9.._ ........................
and 395' fora total of 1 rn P"""
_............................_._....QP.....:..................................... ! .......
_...................... _ _.:...j.
.............._.........._.
\�'clldrillcrnamc:.Cllrt.e................... ........._.......
$}!. ....... _.......................
Company name: _ .H?ftY. Drilling, Inc, .....
Mailing address:.. 3540 A ..... Dr. .........
...................
city: Anchor.....................................
�.
Phone number: ( 907 State: &K Zip 99516 1
-__) 345 -.0593 fax,345-4700
Drillers signature: I
"Iffim [he City o1.111a ra c, • I —
sent to thea p g it is required that u copy or Ute evil )og bt
appropriate city of le within 6o days and that anugtcr copy of
the well log be sent to the nx;lL`pmpcm• uu•ncr within th dans.
Permit \umber. S1N050342
Date orlssne: SeR{ 12!�ry�� _......
Parcel Identification . umbcr:
Is ssrll located at approved pcmtit loutiut�i0l (LX) Yetor I ) No
Seo. 8. 2006 7:57AM-Garness Ensineerini Group, Ltd.
No -5122 I P. 2
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sfn Mote: 0 � u
w"""c :�' �nw !P I
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---------------
I
I
e*OtDoll so An dada
9/7/2006
DRAWN BY:
B.F.M.
yam.•.•.
r�%ir
-- O•••••
� • •
LEGAL DESCRIPTION:i/
SPENDLOVE VIEW HTS. 3; LOT 4, BLOCK 5
GARNESS ENGINEERING GROUP,
Ltd.1 p 0 .
TYPE OF WORK:
PROFILE DRAWING OF NEW SEPTIC SYSTEM
CONSULTANTS A GENERAL CONTFACTOFS
mcam.eaw.ne.roAec..weerwoelann,rwn.�oeomn«.Re�rt:...�...s�. QO
PREPARED FOR:
PHONE NUMBER:
PAGE:
ALISHA TREVITHICK
1 242-4253
1 OF 1
! t.orness:
X 7953
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MUNICIPALITY OFANCHOR4GE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT
Initial
Permit Number: SWO50342
Date Issued: Sep 12, 2005
Expiration Date: Sep 12, 2006
Parcel ID: 017401-55
Legal Description: SPENDLOVE VIEW HEIGHTS #3 SUBDIVISION BLOCK 5 LOT 4
Design Engineer: 0855 Garness Engineering Group, LTD Site Address: NHN SPENDLOVE DRIVE
Owner Name: ALISHA & BRAD TREVITHICK Lot Size: 49418 SO. FT.
Owner Address: 7801 LADASA PLACE Total Bedrooms: 3 Permit Bedrooms: 3
ANCHORAGE. AK 99507 -
This permit is for the construction of.
❑V Disposal Field E Septic Tank ❑ Holding Tank ❑ Privy Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations (18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Date:
Issued By: _ ( I I { Date: Iz o S-
Municipality of Anchorage .,
Development Services Department
/ Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519.6650
www.el.anchorage.sk.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
'
FOR A SINGLE FAMILY DWELLING
Parcel I.D. on -4m— — a -is- Permit Number
• :::� :au.1111111711111111
Mailing address (1) 7801 LADASA PLACE • ANCHORAGE. AK.
Mailing address (2) NM SP(5MDW. ; 'DC? e Zip Code 99507
-•- •• • • • • •• Z Is•I 2ILTAi• • •IA :91/ 61 M• NAM ILI)
Legal description (Section, Township & Range) N/A
Lot Size LP r Li 12 Acre(e Number of Bedrooms 3
THIS APPLICATION IS FOR:
Sewer Only ❑ Well Only ❑
Sewer and Well 0 Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
certify that the above information is correct. I further certify that this application is being made fora
Single Family Dwelling and is in accordance with applicable Municipal codes.
CARNESS ENGINEERING GROUP, Ltd.
Permit Fees:I �z
Date of Payment: Cf — q f)�
Waiver Fees*
Date of Payment:
Receipt Number. n--7 z;iy[i Receipt Number:
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
July 5, 2005
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Proposed Well and Septic System for Spendlove View Heights SID #3; Lot 4, Block 5,
To whom it may concern:
The proposed 3 bedroom house will be served by a private well and septic system. We are proposing that
a new 1000 gallon septic tank and a dual deep trench type drainfield be installed. Two test holes where
excavated on the property. The drainfield will be designed around the 30 foot radii of both test holes.
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 is a creek that runs along the west property line. The proposed septic
system will be installed 100 feet from the creek(see attached design drawing.
4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography in the area
of the drainfield is a 15-20 percent slope running approximately northeast to southwest. In short there are
no slope concerns.
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.
P.E., M.S.
NOTE. -'Attached is a site plan drawing, a design drawing, a detail drawing, and two soil logs, which are all part of
the design packagefor this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.com
LOT 3;
SUNSHINE ACRES
(NO CONCERN)
LOT 4;
SUNSHINE ACRES
(FIELD LOCATE WELL
AND SEPTIC SYTEM)
SPENDLOV PyIVB —
/ / IfP OP
I� 1
1 I
\ 1
l_ I
1 C:.EXISTI
CREEK I
IA
Lor 3, BLOCK s;
SPENDLOVE VIEW HTS./3 S/D'
� I I
/ I I
LOT
COWART S/D
CVACANT)/
►r/
// /
LOT 2:
GOMMRT S/D
(NO CONCERN) I I l
IHl l
TH/
ALTERNATE
LOT 4;
COM »/D
T12N, R2W, SECTION 30.
W2/SW4/SW4/NW4, 5373'
VACANT LAND)
N'EL'
1 APPRO%
\ LOCAT
T12N, R2W. SECTION 30;
W2/SW4/SW4/NW4
..........
GARNESS ENGINEERING GROUP, Ltd. 3B
CONSULTANTS& GENERAL CONTRACTORS ••••. •• -- ••• • ......••.••
1 G 1lClM eMD. 11IR 101 � MUgMpf, Y ewm � Rlp[ 1T � rN N � •Omu aw
PREPARED FOR: PHONE NUMBER: PAGE NUMBER •••• •• ......••••
ALISHA do BRAD TREVITHICK (907) 242-4253 1 OF 3 0 p e A. G mess..
LEGAL DESCRIPTION: DRAWN BY: 0a0 ai ' . GE— 3 •`
SPENDLOVE VIEW HTS S/D #3; LOT 4, BLOCK 5. R.A.L. s� '^�' vs'��q�a
TYPE OF WORK DATE: dP�of•eslo�a c
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 7/5/2005
(Rev. QVIA)
OF BEDROOMS.3
PER DAY (GPD):450
ZION RATES: 1.87 & 5 1
D APPLICATION RATE 0.8
DRAINFIELD SO.Fr, 562
IM DEPTH:B FEET
2.5 FEET
1:80 FEET (2 O 30 FEET LONG)
APPROVED SAND FILTER: N/A
IVE.5 FEET
noN FACoR: N/A
. SO.Fr.: ON
LOT 3. BLOCK 5: 1
SPENDLOVE VIEW HTA/315/D
PROPOSED
W 17 `TS' S6
I
•< // \\ PROPOSED I I
3M ,(
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\ CREEK ,
— — — — — —INSTALL
FOUNDATION
CLEANOUT
INSTAL L
DOUBLE
/ I TH/ h./c� rt , OLEANOUT
TO OBTAIN A•COPY OF THE LETTER
CONTACT GEC. BY PROCEEDING FORWARD
WITH THIS INSTALLATION. THE ENGINEER.
WELL DRILLER. CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
PAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
OTE: THE EAST AND SOUTH LOT LINE
AND 100' CREEK SETBACK SHALL BE
FLAGGED BY A REGISTERED LAND
ALTERNATE
SITE WILL REQUIRE THE ,,,,rr..1111,,,,�
USE OF A M.OA APPROVIm
\� l
RECIRCULATING TRICKLING , >
FILTER. (SIZED FOR 3 /
BEDROOMS).
,(l
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/
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10' UTILITY EASEMENT %— —
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS Q•
L r RMUL WM :m . NCHDWAC we W L • wnc ....�..�.w.�+ Q
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
ALISHA & BRAD TREVITHICK 1 (907) 242-4253 2 OF 3 OD.m
SPENDLOVE VIEW HTS S/D 43: LOT 4. BLOCK
PE OF WORK: `^'•
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 7
(Rw.01A5)
R.A.L.
T1188S:
53 .: ►:i
O►r
CA OMT
F o�-------- ----1
CA
OMT
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FILTER
ORIGINAL
GRADE
WER
ORIGINAL
GRADE
GARNESS ENGINEERING GROUP, Ltd. p *^ y
CONSULTANTS& GENERAL CONTRACTORS Q•'"' •' """" ..........
=I L VO FAM MIR tot • MOOING[ MI M (WAVlft • Gil (/01}t. U • p - w.,�rti,r� Q
PREPARED FOR PHONE NUMBER: PACE NUMBER: ...A. .TE44.•
ALISHA do BRAD TREVITHICK 242-4253 3 OF 3ffr
LEGAL DESCRIPTION: DRAWN BY: oO " C 53
SPENDLOVE VIEW NTS S/D #3: LOT 4, BLOCK 5,
R.A.L.R.A.L , ''?�.ar RS' ��Q
TYPE OF WORK:
wTE �Opoo slond
DETAIL FOR PROPOSED DRAINFIELD 7/5/2005
(R".01)05)
GARNESS LNGINLERING GROUP, Ltd.
.. CONSULTANTS & GENERAL CONTRACTORS �...
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION:- SPENOLOVE VIEW HEIGHTS S/D; LOT 4, BLOCK 5
PERFORMED FOR: TERRY & FLORENCE HIGDON DATE,
DEPTH
(feet) _ ORGANICS TEST HOLE 1
1
DEPTH TO
GROUNDWATER
i
LOAM
6/15/2005
DRY
6/23/2005
12:39
—
6"
SOIL CLASSIFICATIONS
2
12:49
10
0"
r
3
12:50
—
6'
—
4
1:00
10
0"
6'
GW•.
1:01
—
6"
—
6 1
1:11
rGPIIIIIIIIIML
0"
6-
7
1:12
—
6'
—
8
r
10
r
6"
9
1:23
—
6"
—
10
1:33
r
0"
6-
11
1:34
II�III!11GM%//%CL
6"
—
12 1
1:44
1 10
0"
6"
GC
OL
r
'.0 0
SWMH
SP
CH
•
SC
DEPTH TO
GROUNDWATER
DATE
DRY
6/15/2005
DRY
6/23/2005
12:39
—
6"
—
0 A
TH#
100'
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
6/16/2005 1
12:39
—
6"
—
2
12:49
10
0"
6"
3
12:50
—
6'
—
4
1:00
10
0"
6'
5
1:01
—
6"
—
6 1
1:11
10
0"
6-
7
1:12
—
6'
—
8
1:22
10
0"
6"
9
1:23
—
6"
—
10
1:33
10
0"
6-
11
1:34
—
6"
—
12 1
1:44
1 10
0"
6"
19� PERCOLATION RATE 1.67 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5 FT. AND 6 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: KELLY HEITSTUMAN PERCOLATION TEST PERFORMED BY: JORDAN TROISI
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS jpERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 24 ,
GARNESS ENGINEERING GROUP, Ltd. (jef
9'
CONSULTANTS d GENERAL CONTRACTORS 4
»uo. L ,wo. xao, carte loo • AKHDL Z acw, • nw.c: aoi -s��. • rwc ao, -u.a . r[ev�e: ,......q....y.... ..
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: SPENDLOVE VIEW HEIGHTS S/D; LOT 4, BLOCK 5 n _ e1
PERFORMED FOR: TERRY & FLORENCE HIGDON DATI
DEPTH ORGANICS
(let-t----� TEST HOLE 2
1 ���� LOAM
16
17
18
usual
1
rr
tib•'
r
DRY
I
rr
rr
-
6-
—
111111111
rr
rr
Iiz,Wp
0.
6.
3
rr
rr
—
6"
—
•
r
rr
•
r
6-
5
rr
rr
—
6-
—
.
r
rr
%//%
r
it�t1111�
rr
rr
���
r
rr
r
rr
rr
r�
16
17
18
usual
DEPTH TO
GROUNDWATER
DATE
tib•'
6/15/2005
DRY
I
•.
-
6-
—
111111111
1:56
Iiz,Wp
0.
6.
3
2:27
—
6"
—
HUNS
2:57
•
WNW
6-
5
111111111
—
6-
—
-
3:28
%//%
0.
it�t1111�
���
DEPTH TO
GROUNDWATER
DATE
DRY
6/15/2005
DRY
6/23/2005
1:26
-
6-
—
TH#
SCALE:_�
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
6/16/2005 1
1:26
-
6-
—
2
1:56
30
0.
6.
3
2:27
—
6"
—
4
2:57
30
0.
6-
5
2:58
—
6-
—
6
3:28
30
0.
6-
19� PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5 FT. AND 6 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: KELLY HEITSTUMAN PERCOLATION TEST PERFORMED BY: JORDAN TROISI
COMMENTS:
PERFORMED BY GEC, Ltd. 1, JEFFREY A. GARNESS. CERTIFY THAT THIS WA PE ORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2!05'
8 g 70;
•
Municipality of Anchora
p Y g
On -Site Water and Wastewater Program
(907) 343-7904 I ' t;T'Y
CERTIFICATE OF ON-SITE SYSTEMS A << VAL h�
0168L95
Parcel I.D. 017-401-55 Expiration Date: 2 `Y 202 0
1. GENERAL INFORMATION
Complete legal description Spendlove Nights #3 Block 5 Lot 4
Location (site address) 8918 Spendlove Dr.
Current Property owner(s) Ryan Hargrave Day phone
Mailing address 8918 Spendlove Dr.
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:
4. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
❑
Community Class _ Well
❑
Public Water System
❑
WaiverNariance request for:
4
TYPE OF WASTEWATER DISPOSAL:
Individual
Holding Tank
❑
Community
❑
Public Sewer
❑
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 555 n - Waiver Fee $
Date of Payment ta't jtot�lQ Date of Payment
Receipt Number Receipt Number
COSA # Waiver #
stance:
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm ARCTERRA CONSULTING, INC. Phone 696-6111
Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577
<
Engineer's Printed Name KENNETH M. DUFFUS
Date I
Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition
of the well and septic applies only to the conditions as of the day tested. The flow and absorption
rates may change due to subsurface
conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate
during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are
subject to these various and dynamic characteristics and are outside the control of the
evaluator of the well and septic system. Therefore,
ArcTerra can not give any estimate of how long a
system will function satisfactory for current or future
+��\
occupants or can ArcTerra guarantee that no unseen
encroachments, deficiencies or discrepancies exist.
OF' a L\ \
*� 4 Til X
6. DSD SIGNATURE
.._........
? KENNETH Ni D LIS
System #1 Approved for bedrooms.
+ j
System #2 Approved for bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
By: t
WASTE1' ATER ?
t - KU(-' , AM
JJ,a� J
J-� Fv��
�,�T
" "JJJIiI}1i�7''
Original Certificate Date:'—1
The Municipality of Anchorage Development Ser—Vices 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.
.�Y
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory'
Septic System Advisory Arsenic Ada(tsary`'
Well Flow Advisory
COSA blue sheet 10-10-12.doc
Other
COSA Checklist
Legal Description:
Spendlove Hights#3 Block 5 Lot 4 Parcel ID: 017-401-55
If more than 1 septic system on lot: COSA Checklist # of Structure served by this system 1
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 11/10/2005
Total depth 445 ft
Cased to 46 ft
❑ Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) 38 in.
Date of flow test for COSA 12/19/19
Static water level at beginning of test 185 ft.
Comments
Age of tank(s) 14 years
Tank type/material Septic/Steel
Measured operating fluid level in septic tank 49
Standpipes/foundationcJeano7,12 per record drawing
Date of pumping 11%2
I
D. ABSORPTION FIELD DATA
Which system tested (date installed)
ALL standpipes present per record drawing
Total measured depth from grade 8 ft (max)
Measured depth to pipe invert from grade 3.8 ft (min)
❑ N/A — pressurized field
%Monitor tubes go to bottom of effective. If not, state
depth into effective
Code -required soil cover over field
❑ System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced gallons
Comments/Deficiencies:
COSA Checklist yellow sheet
Well production at time of test 1.5 gpm
Water storage tank volume gallons
Well disinfected for coliform test? ❑ Yes No
Coliform bacteria is Negative
Nitrate mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by Arcterra Consulting
Date of Sample 12/19/19
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments:
Adequacy test date 12/19/19
Results FV� Pass For 4 bedrooms
Fluid depth prior to test 31 in
Water added 600 gal
New depth 39 in
Elapsed time 360 min
Final fluid depth 31 in
Absorption rate 600+ and
Any rejuvenation treatment (past 12 months)
If yes, enter date
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'
® Yes
if No
Community Sewer Manhole/Cleanout > 100'
0 Yes
if No
ft
7 Yes
if No
Neighboring Tank > 100' 0 Yes
if No
ft
Private Sewer/Septic Line > 25' 2] Yes
if No
Absorption Field on Lot > 100' ® Yes
if No
ft
Holding Tank > 100' ® Yes
if No
Neighboring Absorption Fields > 100'
Animal Containment > 50' 0 Yes
if No
® Yes
if No
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' ® Yes
if No
ft
0 Yes
if No
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' 0 Yes if No ft Surface Water > 100'
ft
ft
ft
ft
ft
0 Yes if No ft
Property Line > 5' ® Yes if No ft Wells on Adjacent Lots:
Absorption Field > 5' ® Yes if No ft Private Wells > 100' 0 Yes if No _
Water Main > 10' ® Yes if No ft Community Wells > 200' 0 Yes if No _
Water Service Line > 10' ® 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
ft Wells on Adjacent Lots:
Water Main > 10'
® Yes
if No
ft Private Wells > 100' 0 Yes if No
Water Service Line > 10'
® Yes
if No
ft Community Wells > 200' ® Yes if No
Surface Water > 100'
® Yes
if No
ft
F. ENGINEER'S COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that / have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
tii
ft
ft
M,
Parcel I.D. 017-401-55
1
u56� 8.9
J
n
dity of AI1ChIr
:r and Wastewater Progra l
(907) 343-7904
of On -Site Systems
Expiration Date:
GENERAL INFORMATION
Complete legal description Spendlove View Heights #3, Block 5, Lot 4
Location (site address) 8918 Spendlove Dr.
Current Property owner(s) Mark Hodor Living Trust a Hilary Fitilis Living Trust _Day phone
Mailing address
Real Estate Agent
8918 Spendlove Dr. Anchorage, AK 99516
2. TYPE OF DWELLING:
0 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
El
Individual
E
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
WaiverNadance request for:
Received by: O GG�/� � Date: 4, /�0 Z201 i2
COSA to be released to the engineer, unless otherwisere nested by the engineer.
COSA Fee $ Waiver Fee $
Date of Payment co if �� Date of Payment
Receipt Number oko\t0A Receipt Number
COSA # 6'�)u (o I a llD 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).sale, functional and adequate for the number of bedrooms and type oaf structure indicated herein. 1 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 sys,Lem is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at
the time of installation.
In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA
guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test,
and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil
condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions
are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future
performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we Cannot provide any warranty
for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed
above.
Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218
Address P.O. Box 100217, Anchorage Ak. 99510
Engineer's Printed Name Steven R Pannone
Date 6/12/2016
OF.
6. DSD SIGNATURE "- •• •••••
System #1 Approved for bedrooms : S}i:veri R.'Parir
System #2 Approved for bedrooms +k�9 , CE -8149
Disapproved
Conditional approval for bedrooms, with the following stipulations:
�
BY ^— ' Original Certificate Date:
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 X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet � c
D. LIFT STATION
Date installed Size in gallons _
"Pump on" level at in. "Pump off" level at
Datum Cycles tested _
Manhole/Access (Y/N)
in. High water alarm level at in.
Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOTTO:
Septic tank/lift station on lot 100+
On adjacent lots 00+
Absorption field on lot 100+ :
On adjacent lots 100+
Public sewer main75+
Public sewer manhole/cleanout 100+ _ -
Sewer /septic service line 25+_
Holding tank 100+
Animal containment areas -50+
Manure/animal excrete storage areas 1"00+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5+ Property line 5+
Absorption field 5+
Water main 10+ Water service line
10+ Surface water 100+
Wells on adjacent lots 100+
ABSORPTION FIELD ON LOT TO:
Property line 10+ Building foundation 10+ Water main 10+
Water Service linea 10+ Surface water 100+
Driveway, parking/vehicle storage 10+
Curtain drain 50+ Wells on adjacent lots
100+
F. COMMENTS
Survey on File. Reque§ting 413R`COSA.'ffiank is -sized 64 BR's and COSA
previously approved for 4 BR's on 11/21/2014.
G. ENGINEEWS"CERTIFICATION
I certify that -1 have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name Steven PanII
Date 6/12/2016
COSA canary sheet_2-6-15.doc
■
If more than 1 septic system is.on the lot:
COSA Checklist # t of I
Structure served by this system
Certificate of On -Site Systems Approval Checklist
Legal DescriptiomSpendloye View Heights #3; Block 5, Lot 4 Parcel 113:017-401-55
A. WELL DATA
Well type Private If A, B, or C provide PWSID # Well Log (YIN) Y
Date completed 11 /10/2005 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y
Total depth '445 ft Cased to 46 ft. Casing height (above ground) 18+ in.
FROM WELL LOG ATINSPECTION
Date of test 11/11/2005 5/18/2016
Static water level 132 ft. 208 ft.
Well production 1 g.p.m. 2.0 9 -
p.m -WATER SAMPLE RESULTS:
Coliform Neg colonies/100 mL Nitrate 0.257 mg/L
Arsenic ND ug/L Date of sample: 5/18/2016 Collected by: PES
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel Date installed 10/25/2005
Tank size 1,250 gal. Number of Compartments 2 - Cleanouts (Y/N) Y
Foundation cleanout (Y/N) 2 ry lo
over tank (Y/N) N High water alarm (Y/N) N
Date of pumping � I pumper nt .i-�oM E Se" l CC3:�, i NCl
C. ABSORPTION FIELD DATA
10/27/2005 z 0.8 GPD/SF Deep Trench
Date installed Soil rating (g.p.d./ftz or ft /bdrm) System type
Length 60 ft. Width 2.5 ft. Gravel below pipe 5/4.6 ft.
Total depth 8 ft,Eff. absorption area 576 fe Monitoring tube Y Depression.overfield-N
Date of adequacy tesf 5L18/2016 Results (Pass/Fail) Pass For bedrooms
Fluid depth1n absorption field before test 16 in. Water added 607 gal. New depth 22 in.
Elapsed Time: 240 min. Final fluid depth 16 +n. Absorption rate > 600+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) No If yes, give date
Municipality of Anchorage
On -Site Water & Wastewater Program
(907)343-7904
A -4 -
CERTIFICATE OF ON—SITE SYSTEMS APPROVAL
Parcel I.D. 017-401-55 Expiration Date:
f
1. GENERAL INFORMATION
Complete legal description SPENDLOVE VIEW HEIGHTS S/D #3; BLOCK 5, LOT 4
Location (site address)
Current Property owner(s)
Mailing address
Real Estate Agent
8918 SPENDLOVE DRIVE, ANCHORAGE AK, 99516
PATRICIA SHANDS Day phone 306-7890
8918 SPENDLOVE DRIVE, ANCHORAGE, AK, 99516
2. TYPE OF DWELLING:
Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS:
4. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
Waiver/Variance request For:
Received
COSA to be released to the engineer, unless
4
Day phone
IT
NOV 10 2014
requested by the engineer.
COSA Fee $ S%
Date of Payment it I lo),ry C
Receipt Number v2(00 1 `
COSA # 05cL)q,5/
Distance:
Date: I l ILL t/ I V
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
❑
Individual Holding tank
❑
❑
Community On-site
❑
❑
Public Sewer
❑
requested by the engineer.
COSA Fee $ S%
Date of Payment it I lo),ry C
Receipt Number v2(00 1 `
COSA # 05cL)q,5/
Distance:
Date: I l ILL t/ I V
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, t 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. 1 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
Address
GARNESS ENGINEERING GROUP, Ltd.
3701 E. TUDOR ROAD, SUITE 101 `ANCHORAGE, AK, 99507
Engineer's Printed Name
Engineer's Comments:
JEFFREY A. GARNESS, P.E.
in conducting this evaluation, GEG, UD. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSO Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational life of ail wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or panyis not authorized, nor will it confer any legal right whatsoever.
6. DSD SIGNATURE
System #1 Approved for _ bedrooms.
System #2 Approved for
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following
Phone 337-6179
Date it -1
lilt
Wrey A. Garness e
7q753 Q
it �flri'�,•�(vC'�
F'ROFESSt�p��•
Wd,60 sm
0,A sn
Original Certificate Date: I I za i /
Th6-Vunicipality or Anchorage Develop, emt Services Division (DSDJ 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:
COSA Checklist Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
nw— 1(1119M9
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: SPEND LOVE VIEW HEIGHTS S/D #3; BLOCK 5, LOT 4 Parcel ID: 017-401 —55
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID# N/A
Date completed 1 1 /10/2005 Sanitary seal (Y/N) YES
Total depth 445 ft. Cased to 46 ft.
FROM WELL LOG
Date of test 11/10/2005
Static water level 132 ft.
Well production 1 —9-p M.
Well Log (Y/N) YES
Wires properly protected (Y/N) YES
Casing height (above ground) 18+ in.
AT INSPECTION
6/18/2013
ft.
1.47+ g.p.m,
WATER SAMPLE RESULTS:
Coliform c.134
colonies/100 ml. Nitrate mg./L. Collected by: GEG, Ltd.
Arsenic:y ug./L. Date of sample: 10/24/2014
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL
Tank size 1250 gal. Number of Compartments 2
Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO
Date of pumping to / 23 Jlq Pumper
C. ABSORPTION FIELD DATA
Date installed 10/25-27/05 Soil rating .p.d./ or ftlbdrm) 1_2
Length 60 TOTAL ft. Width 2.5/2.5 ft.
*7.4-7.9/
Total depth *8.6-1 o.6 ft. Eff. absorption area 576 ft
Date installed 10/25-27/2005
Cleanouts(Y/N)
YES
High water alarm (Y/N) N/A
ISAACS PUMPING
NORTH TRENCH/SOUTH TRENCH
System type DUAL
Gravel below pipe ft.
Monitoring tube YES Depression over field NO
Date of adequacy test **10/17/2014 Results (Pass/Fail) PASS
Fluid depth in absorption field before test 13 in. Water added 680 gal.
For 4 bedrooms
New depth 38 in.
Elapsed Time: 120 min. Final fluid depth 34 in. Absorption rate >= 600+ g,PA.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date —
**TESTED SOUTH TRENCH. NORTH TRENCH WAS DRY AT TIME OF INSPECTION AND PASSED A 4 BEDROOM
ADEQUACY TEST ON 6/18/2013. NOTE: MONITORING TUBES IN NORTH TRENCH DO NOT EXTEND ALL THE
WAY TO BOTTOM OF EFFECTIVE. GEG CONFIRMED 3'+ SOIL COVER ON BOTH TRENCHES.
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off' level at wa er alarm level at in.
Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot
100'+
On adjacent lots 100'+
Absorption field on lot
100'+
On adjacent lots 100'+
Public sewer main
N/A
Public sewer manhole/cleanout N/A
Sewer /septic service line
25'+
Holding tank N/A
Animal containment areas
50'+
Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+
Property line
5'+ Absorption field 5'+
Water main N/A
Water service line
10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+
Building foundation
10'+ Water main N/A
Water service line 10'+
Surface water 100'+ Driveway. parking/vehicle storage 10'+
Curtain drain 50'+
Wells on adjacent lots
100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
l certify that 1 have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this
date.
Engineer's Pri to Name JEFFREY A. GARNESS
Date 14 i71t N
(Rev. 11105)
Mir,; �
^E -7Jl I 1 lN`
GARNESS ENGINEERING Get®ITP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
October 28, 2014
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Revised Number of Bedrooms for Spendlove View Heights #3; Block a, Lot 4
To whom it may concern:
The existing three (3) bedroom house is served by a private well and septic system. The
owner would like to sell the home as a four (4) bedroom residence. Per the percolation
results for testhole #1 and testhole #2, a 1.2 application rate could have been justified
1 the 2005 design. Utilizing the 1.2 application rate, the drainfieids are sized
adequately for a 4 bedroom system (500'.eet2 required). The septic tank is adequately
sized (1250 gallons) and both trenches have passed a 4 bedroom adequacy test within
the last 2 years (6/18/2013 & 10/17/2014). At this time we request your department
recognize the septic system installed in 2005 as a four (4) bedroom septic system.
Note: During our initial inspections in June 2013, it was found that a diverter valve was
originally installed rather than a splitter valve as called for in the design. The diverter
valve was sending 100% of the flow to the south trench and had probably heen doing so
since the system was installed in 2005. Upon inspection on 6/18/2013 the liquid level in
i:he north trench was dry and the south trench was 39 inches. In 2013, the splitter valve
was converted to a diverter valve.
Prior to testing on 10/17/2014, the north trench was dry and the south tench had 13
-Iches of liquid in it. In short, the south trench appears to have recovered significantly.
rr you have any questions, please contact us at 337-6179. 1 han'. r ,t or your
assistance.
Sirj.a�ely,
Jeffrey A.',G, ness) P.E., M.S.
3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259
Phone: (907) 337-6179' Fax: (907) 338-3246' Website: www,garnessengineering.com
'Municipality of Anchorage .
• ''`1 Development Services Department
Building Safety Division
On -Site Water 8 Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLINGQU J
Parcell.D. i71q-yOI-�i5 COSA# dl Dl■Oslo
1. GENERAL INFORMATION Expiration Date: :7— 12-07
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
SPENDLOVE VIEW HTS #!3: LOT 4, BLOCK 5
8918 SPENDLOVE DRIVE * ANCHORAGE. AK
ALISHA TREVITHICK Day phone 242-4253
8918 SPENDLOVE DRrVE • ANCHORAGE. AK
Day phone
DAR WALDEN w/ REMAX Day phone 257-0152
110 W. 38th SUITE 100 • ANCHORAGE. AK 99503
Unless otherwise requested, COSA will be held by DSD /or pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
0
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
0
Individual Holding tank
❑
Community On-site
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. 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 onsite 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 riles and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) In compliance with alt applicable Municipal
and State codes, o Vinances, and regulations in effect at the time of Installation.
Name of Finn GARNESS ENGINEERING GROUP, Ltd.
Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, LtD. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines 8 Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily Identirrable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report Is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party Is not authorized, nor will It confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for 3 bedrooms.
Disapproved.
Phone
337-6179
Date yIle/n4
Conditional approval for bedrooms, with the flowing stipulations:
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Reort
Other
..... ..............
e r y A Gar ess.:
-'ro /essior% 9.....
ON-SITE
WATERAND ;
WASTEWATER :
PROGRAM
BYC/ �• Original Certificate Date: g -• %
(Rw. 11X5)
Municipality of Anchorage
• Development Services Department c
Building Safety Division
On -Sits Water & Wastewater Program
4700 Bragew Street
P.O. Box 195650
Anchorage, AK 995196650
www.muni.org/onske
(907)_343-7904
CERTIFICATE OF ON-SITE bYSTEMS APPROVAL CHECKLIST
Legal Description: SPENDLOVE VIEW HTS #3: LOT 4, BLOCK 5 Parcel ID:
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID# N/A
Date completed 11/10/2005 Sanitary seal (YIN) YES
Total depth 445 ft. Cased to 46 ft.
FROM WELL LOG
Data of test 11/10/2005
Static water level 132 ft.
Well production 1 g.p.m.
WATER SAMPLE RESULTS:
Well Log (YIN) YES
Wires properly protected (YM) YES
Casing height (above ground) 18+ in.
AT INSPECTION
NEW
Coliform _0 colonies/100 ml. Nitrate -hQ_mg./L. Other bacteria10oolonies/100 ml.
Arsenic: -Aff- ug./L. Date of sample: 4/2/2007 Collected by: GEG Ltd.
B. SEPTICIHOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL Date installed 10/25-27/2005
Tank size 1250 gal. Number of Compartments E Cleanouts (YIN) YES
Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alarm (Y/N) N/A
Date of pumping "NEW Pumper
C. ABSORPTION FIELD DATA
Date installed 10/25-27/2005 Soil rating .p.d. or ft'/bdnn) 0-8
Length 60 (2030) ft. Width 2.5 ft.
System type DEEP TRENCH
Gravel below pipe 4.6-5 ft.
Total depth 0e.5+ ft. Eff. absorption area 576 fe Monitoring tube YES Depression over field NO
Date of adequacy test NEW Results (Pass/Fall) - 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.) (YIN 8 type) - If yes, give date -
**PER OUR CONVERSATION WITH THE HOME OWNER,
THE SEPTIC SYSTEM HAS ONLY BEEN IN USE FOR 6 MONTHS.
D. LIFT STATION
Date installed Size in gallons
"Pump on" level at _in. "Pump off"
E. SEPARATION DISTANCES
Manhole/Access
water alarm level at in.
Cycles tested Meets alarm & cirquit requirements?
Septic tankNift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100'+ On adjacent lots 100'+
Public sewer main N/A
Sewer /septic service line 25'+
Public sewer manhole/cleanout
Holding tank N/A
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main N/A Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines In effect on this
date.
Engineer's Printed Name Jeffery A. Garness
Date
COSA Fee &1/3 O f / 7 5 eu-5
Date of Payment-/ ' 8 —o-7
Receipt Number 9a 5 S
(Rev. 11!05)
Waiver Fee $
Date of Payment
Receipt Number
SCS ReEN
1071361001
Client Name
Garness Engineering Group, Ltd.
Project Name/M
Spendlovc View I Its 3 L4 B5
Client Sample ID
Spcndlove View Fits 3 L4 B5
Matrix
Drinking water
PN'SID
0
All Dates rimes are Alaska Standard Time
Printed Dalefrime 04/172007 11:17
Collected Date?ime 04/022007 17:45
Received Daterrime 04/032007 11:13
Technical Director Stephen C. Ede
Sample Remarks:
353.2 - The MS for Total Nitrate/Nitrite recovered below the QC criteria. The batch LCS is within QC limits.
Allowable Prep Analysis
Parameter Results PQL Units meow Container ID Limits Date Date Init
Metals by ICP/MS
Arsenic
Platers Department
Total Nitrate/Nitrite-N
Microbiology Laboratory
Total Coliform
0
IiLU
0
5.00 ug/L EP200.9
0.100 mg/L EPA 353.2
C (<10) 04/06/07 04/12/07 TK
0 (<10)
col/100mL SM209222B A (<I)
04/03/07 JDS
04/03/07 DPT
Municipality of Anchorage
Development Services Departm
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
RUSH
P.O. Box 196650
Anchorage, AK 99519519
-6650
www.muni.org/onsfo
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 017 - LI r I - 51157
1. GENERAL INFORMATION
COSA# 11,404-0(-1371
Expiration Date: J12-4hA
Complete legal description SPENDLOVE VIEW HTS #3: LOT 4. BLOCK 5
Location (site address) NHN SPENDLOVE DRIVE * ANCHORAGE AK
Current Property owner(s) ALISHA TREVITHICK Day phone 242-4253
Mailing address 7801 LADASA PLACE • ANCHORAGE, AK 99507
Lending agency Day phone
Mailing address
Real Estate Agent Day phone
Mailing address
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
N
Individual On-site
0
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Onsite Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for'the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues COSAs upon request to homeowners. Certificates of Onsite Systems
Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions In the professional engineer's work.
4. 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 ori 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 riles 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 Finn CARNESS ENGINEERING GROUP. Ltd.
Address 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, LtD. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of tho ADEC or MOA DSD. The content of this report Is for .
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party Is not authorized, nor will it confer any legal right whatsoever.
5. DSD SIGNATURE
( Approved for �3 bedrooms.
Disapproved.
Conditional approval for bedrooms, with the flloviing
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Phone 337-6179
Date of 6 0 G
Arsenic Advisory
Maintenance Agreements
Supplemental Engineers Reort
Other
VN
tz Oh S\SE %o
WpSERN1
.
MZIIIO0
P
By Gj% Original Certificate Date:
Municipality of Anchorage
' Development Services Department
Suikling Safety Division
On-Sft Water b Wastewater Program
4700 Sragaw Street
P.O. Box 196650
Anchorage, AK 995196650
www.muni.org/orgne
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVA
Legal Descriptlon: _ SPENDLOVE VIEW HTS N3: LOT 4 BLOCK 5
A. WELL DATA
wen" PWATE If A, B, or C provide PWSID# N/A
Date completed 11 /10/2005 Sanitary seal (Y/N) YES
Total depth 445 ft. Cased to 46 ft.
FROM WELL LOG
Date of test 11/10/2005
Static water lavel 132 ft.
L
I
CHECKLIST
Parcel ID: Q 17 " q 0 1- 55
Well Log (Y/N) I YES
I
Wires property protected (YM) YES
Casing height (above ground) 18+ in.
AT INSPECTION
NEW
Well production 1 —9 -p.m.
-m.
9-p-
'.' WATER SAMPLE RESULTS:
Coliform � oolonies/100 ml. Nitrate
i .0.3,78 mg./L.
Other bacteria coI lonies/100 ml.
r Arsenic: 5.16 ug./L. Date of sample: 8/18/2006
p
I
Collected by: GEG Ltd.
� B. SEPTIC/HOLDING TANK DATA
Tank Type/Matenal SEPTIC/STEEL
Date installed - 10/25!27/2005
j Tank size 1250 gal. Number of Compartments E
Cleanouts (Y/N) YES
Foundation cleanout/N Y
( ) YES Depression over tank (YM) NO
High water alarm (YIN) N/A
Date of pumping NEW Pumper
-
I'
C. ABSORPTION FIELD DATA
Date installed 10/25-27/2005 Soil rating(j.p.d. ft'/bdrm) 0_8
System type DEEP TRENCH
i
Length 60 (2030) ft. Width 2.5 ft.
Gravel below pipe 4.6-5 ft.
Total depth •8.5+ ft. Eft. absorption area 576 fe Monitoring tube YES Depression over field NO
Date of adequacy test NEW Results (Pass/Fail) —
For 13 bedrooms
Fluid depth in absorption field before test = in. Water added
I
=gal. New depth =in.
Elapsed Time: = min. Final fluid depth = in.
I
Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N 8 type) -
If yes, give date -
i
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N) _
'Pump on" level at _in. "Pump ofP leve gh water alarm level at
Cycles tested Meets alar & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tanklliit station on lot
t 00 +
Absorption field on lot
100'+
Public sewer main
N/A
Sewer /septic service line25'+
N/A
Animal containment areas
50'+
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/cleanout N/A
Holding tank N/A
Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation
5'+
Property line 5'+
Absorption field
5'+
Water main
N/A
Water service line 10'+
Surface water
100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line
10'+
Building foundation
10'+
Water main N/A
Water service line
10'+
Surface water
100'+
Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100,+
F. COMMENTS
G. ENGINEER'S CERTIFICATION `..•-
I certify that I have determined through field inspections and
review of Municipal records Chet the above systems are in
conformance with MOA COSH guidelines in effect on this ........ ....................
date. r y A. rness.
Engineers Printed Na a Jeffery A. Gamess 4 44A
Date cb I. OL °roreu�^
COSA Fee S j7 �'- Waiver Fee $
Date of Payment c 6206 Date of Payment
Receipt Number M () 4 % 6 Receipt Number
(Rev. 11105)
Municipality of Anchorage
' Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
Arsenic Advisory
Certificate of On -Site Systems Approval #
A Certificate of On -Site Systems Approval inspection and test of potable
water was recently conducted on the well water supply on Block 5, Lot 4' of
Spendlove View Ills #3 Subdivision. This inspection revealed an arsenic
concentration of 5.16 micrograms per liter (ug/L) for the property's well
water sample. The Environmental Protection Agency (EPA) has established
a maximum contaminant level (MCL) of 10.0 ug/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. Information on
arsenic is available from the On -Site Water and Wastewater Program
website (%nvw.muni.org/onsit ) or at 343-7904. 1
This advisory must be attached to all copies of the subject Certificate of
Site Systems Approval.
SC
1064833001
Clientent Name
Games GnglncCring Group, Ltd.
All Datesffimes are Alaska Standard Time
C (<10)
Project Namr/q
Client Sample ID
Lt 4 [ilk 5
Lt 4 Bk 5 Spendlove Vicw Ilts
Printed Datemme 08292006
Collected Date/rime 08/182006
8:00
9:50
Matrix
Drinking Water
Received Date?ime 08/182006 10:27
Technical Director Stephen G Ede
Sample Remarks:
Pa
Parameter
Results POL
Allowable Prep
Units Method Container ID Limits Date
Analysis
Date Init
Metals by
ICP/MS
Arsenic
5.16 5.00 ug/L EP200.8
C (<10)
Waters Department
Nitrate -N 0.378 0.100 mg/L EPA 353.2 D (<10)
Microbiology Laboratory
,11�fotal Coliform TMC OO col/100ml- SM209222D A (<I)
0822/06 0825/06 hill
08/18/06 ALR
08/18/06 TLF
SCS Rcta
1065087001
Client \ante
Aarosv Pump &- Well Service
Project Name/N
8918 Spcndlove
Client Sample ID
8918 Spcndlove
Matrix
Drinking Water
P%% SID
Sample Remarks:
All Dates/Times an Alaska Standard Time
Printed Date/rime
09/06/2006 10:28
Collected Daterrime
08/30/2006 12:33
Received Daterrime
08/302006 13:20
Technical Director
Stephen C. Ede
Allowable Prep Analysis
Pammeter Results PQL Units Mcthod Container ID Limits Date Date Init
Microbiology Laboratory
Total Coliform <2OB, NoColi col/100mL SM2092220 A (<I) 1 08/30/06 TLF
Lot 3
Lot 3
0
M
rr Spendlove Drive
S89°594WE 163.82
LOT41\,00o"
49,415sf
I �
I
Cie
/
I �
2 a;.,r,y
hrg0
------------
Utility Easementt / I
N89089'54"W 165.08 ao-
Gombatt SI bd. Lot 4,! ,
aw�'+'1 0!0•
w �
0
n
t85"O"
1 "= 50'
AS -BUILT NO CORNERS SET THIS DATE
I hereby certify Nat 1 have performed a Mortgagee's Inspection
of the following described property LOT 41 BLOCK 5.
byrr _SPENDLOVE VIEW HEIGHTS # 3
Fivd
hy, *._,M
EASEMENTS OF RECORD, OTHER THJithN
THOSE SHOWN ON THE RECORDED ��ILV
PLAT ARE NOT SHOWN HEREON. Fb06-6, pg 22
Anchorage Recording Precinct, Alaska, and that the
a op Improvements situated thereon are within the property lines
f: .' and do not overlap or encroach on the property lying
adjacent thereto, that no Improvements on the property lying
adjacent thereto encroach on the premises in question and
that there are no roadways, transmission fines or other
4� visible easements on said property except as Indicated
hereon.
Dated at Anchorage, Alaska
this 8th dayof AUAU U�t im
FRED WALATKA d ASSOCIATES
BE (907-248-1666)Engineers and Surveyors