HomeMy WebLinkAboutEATON PARK LT 3Eaton Park
Lot 3
#051-492-54
Municipality of Anchorage
Development Services Department
' Building Safety Division
OniSile Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Boz 196650 Anchorage, AK 9951M50 Page of
www.d.anchorage.ek.us (907) 343.7904 j
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT i
Permit Number. SWO50231 PID Number.
Noii," LH Construction, Inc.
Wastewater System: ❑� New ❑ Upgrade
Ad "IL 12130 Regency Dr.; Eagle River, AK 99577
ABSORPTION FIELD
tl,u,. (907)522-1616 to ofllodo 4
❑ D000 Ttanrt,0sr000w7ranar Maw t]4wm E30tro-
LEGAL DESCRIPTION
ScidRa
0.8
T"" Dom km Waite
97
CPDIFI�
F,.
111a La SMwNwt
3 Eaton Park
Doan b oro" cotta,, nom aqw Orae
Cowl dean IMnaMn ppe
4.47 Ft.
0.5 i Ft
70.WW Furq" s"com.
15N 1W 10
FYl.eaa rarv" agrr tF"a"
(a".al LWVp .
50
2.72 Ft.
Ft.
Well: 0 New ❑ Upgrade
Cn wan
15
NunOad
a
P"Wtc"Mu"an lna
1 a
Ft,
F,
conor moan (P, . A B. C)
Tam Daps
Cu"e b
T" wwrpnm n"i
Pp MMral
Private 1
196 Ft.
1 196 Ft
750 FP
4- PVC (ASTM D-3034)
lXVW
Sullivan Water Wells 1
DiM D1YMU
sum WOW L"MI
160
Irol"IMr
LH Construction, Inc.
Mta IMWI"p
1229/05
FL
Yw
10
"s"ta
Cane lrpn Apor" Cro
I
I TANK
GPV
Ft.
2 Ft
SEPARATION DISTANCES
ElSeptic ❑Holding ❑S.T.E.P. ❑Other:
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
ubIlHPriv"te
Sewer Line
'°""
Anchorage Tank & Welding
b
1250 or
ww
129'
153'
N/A
N/A
115'
ma" Steel
I+,nZ aca.aumaw".
sat.a.wMar
+150'
+150'
N/A
N/A
LIFT STATION '
LOU*
55'
13'
N/A
N/A
N/A DM
'W,ro On N a
'P,nro tilt MwlN
lMpnwNaaWmM-
FarNMM
14'
36'
N/A
N/A
L,
in
! to
N/AN/A
N/A
N/A
Imp MMu 6 Maiel
ErmYal lmp" partaeW W
chum oun
aMnM`a Area not landscaped at the time of the as -built
BENCH MARK
Louuon rtl Ds"mq,m.
West of West slab.
survey.
side garage'
MW4M
1100 FL
F
` •• A
*�•49rr1��
.9�,t
Russell He ner, E.I.T. M 12/28/05
Inspections performed by: p Oates: 1
2 1229/05
p
L, .Allan W. M rf tt.:
Development Services Department Approval
NO 4917-E
by: �. Date:
, •moi
Reviewed and approved
.Yd �Of CsslOt.nr,9'
(ar two)
J
r•-�7`J.
I
I !f'YIVIER P•4RK
I
HOUSE DETAIL
SCALE 1" = 3C
SUBDMS/ON No.
2
2.0•
I Bs- pOK Lot 3
---L--------- -----=---
AEASE�
Fl 89 59'27"E 89.00'
— Lot 340,68o s.f.100 PROTEMME WELL RADIUS
Lot 2 WELL I
,r n Lot 4
o CV � �........ A �
r
1750/
K.
12.p �{ :•Allan W W.... lurfitt;
`\ T T T •, : }: �,"syif� NO 4977-E r;
\ oh�
OLE AJ
: •. �d_,,,0"9:.�y�?!?1H*�.
15' TSE AND GAS
\ '�o EASEMENT
C N 3(742'07W
LEANOUTS 30.00'
LAKLES
— —
"000-
s fs9
yo /
PLOT PLAN _ AS BUILT X SCALE I" - 50' GRID NW 1361 Project No. 05-088
Lang & Associates, Inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
907 522-6476 Phone
Registered Land Surveyors 9073 522-4625 Fox
k9longlo0olasko.nef / jclongle0alaska.net
1 hereby certify that I have surveyed the following described property:
LOT 3, EATON PARK SUBDIVISION (PUT No. 2005-52)1
?: 491B I :�
Anchorage Recording District, Alaska, and that the Improvements situated thereon an ............
within the property Imes and do not encroach onto the properly adjacent thereto, that
no Improvements on the property tying adjacent thereto encroach on the surveyed
promises and that there are no roadways, transmission lines or other visible "• ' •..
easements on sold property except as indicated hereon. �Q''CL
L KENNETH
Dated this the Day of N?X-%L. �G, of Anchorage, Alaska o4 „ 24 (0 • _���
It Is the responsibility of the owner to determine the existence of any easements,
anvwnnnf", nr rr"Mln/inn. rkfwk A. nn# w. .nr ww we w.•, meA 06•" •A.Iw. w1•
I
SYMMETRIC ABOUT C.L. 4' SWEEP
CLEENUUTS
I WITH CAPS.
MONITOR TUBE
I
i
FILTER FABRIC I 6.69'
i
BUILDING
T 1 FOUNDATION I r 4' PERF. PIPE
CO
14' I SEPTIC ROCK
I e' ;
i
2 Q NEW 1250 -GAL NO GW TO 11' FROM I
2 COMPARTMENT
STEEL SEPTIC ORIGINAL GRADE
30 TANK
i
T4 4" SWEEP CO BED SECTION
16' N - Tr
5 TOWARDS TANK
�2' BOTH ENDS
6
r — — r —I —, �_ Notes:
I I I I TEST PIT #1 1. No neighboring wells or bodies of water are
I I I I located within 100' of this system.
I I I2. On -lot well is more than 100' from system.
I I I 1.5 FT. TYPICAL 3. All pipe Is 4" PVC (ASTM D-3034) with 4"
I I I perforated PVC used in the drainfield.
I I I I 4. No Driveways On/Over Septic System.
I I
I I I
I I I
I 4" MONITOR TUBE.
efir • F
p: • S
Og _O9 10 I 11�;� • w.a
4" x 46' PERFORATED PIPES••• - t•'
CLEANOUTS LAID LEVEL. 4 PIPES I` .....
(lYP) AT 4 -FT CENTERS. AIIanW.Mt r',tt.� i
�`ta,i°i•.. NO 977-E/� ��.`
�TEST PIT #2f4f�..
PLAN 15'x 50' BED
Consulting Engineers and I esbng PLATE
A. W. Murfitt Company L H Construction, Inc.
Venus aAnchorage,995 15 Lot 3, Eaton Park Subdivision
907 345-2737 Fax: 90 345-3264 Chugiak, AK
Job No. 06-394.14 Date: 8/11/06 Drawn: RH
" Elevation based on assumed garage slab elevation of
100.00'.
"Invert measured from top of stickup
Stickup
Invert"
Cover
Top of Pipe
Elevation'
Invert Ground
Water
Garage Slab
1
CO
8.2'
44.7'
2
100'
16.6'
1 (CO)
14.75"
66"
51.25"
102.18'
96.68'
100.95'
N/A
2 (ST)
7.75"
114.75"
49"
99.51'
89.95'
98.59'
93.93'
3 (ST)
11.75'
118.25"
48.5'
99.78'
89.94'
98.81'
94.04'
Tank Inlet
9CO
83.9'
95.4'
94.20'
CO
84.2'
Tank Outlet
11
CO
84.0'
91.2'
94.02'
4 (CO)
10.5'
71.75"
61.25'
99.58'
93.60'
98.71'
N/A
5 (CO)
9"
72.5"
63.5'
99.54'
93.50'
98.79'
N/A
6 (CO)
10'
100.5"
90.5'
98.73'
90.36'
97.90'
N/A
7 (MT)
10.5'
98.25"
87.75'
98.32'
90.13'
97.45'
N/A
8 (CO)
15.5'
91"
75.5'
97.85'
90.27'
96.56'
N/A
9 (CO)
20.5'
99.75"
79.25'
98.57'
90.26'
98.57'
N/A
10 (CO)
16.5'
95.75"
79.25'
98.23'
90.25'
96.86'
N/A
11 (CO)
1 11"
95.5"
84.5'
1 98.11'
90.15'
97.19'
N/A
" Elevation based on assumed garage slab elevation of
100.00'.
"Invert measured from top of stickup
PLATE 3
S ng
Ties
«A»
B.
1
CO
8.2'
44.7'
2
ST
16.6'
46.2'
3
ST
23.9'
48.7'
4
CO
25.7'
50.0'
5
CO
26.4'
50.1'
6
CO
40.3'
67.9-
7
MT
60.3'
77.6'
8
CO
85.0'
98.3'
9CO
83.9'
95.4'
10
CO
84.2'
93.4'
11
CO
84.0'
91.2'
PLATE 3
Municipality of Anchorage
Development Services Department
Building Safely Division
a1 OrnSite Water and Wastewater Program
1700 South Bragaw St.
P.O. Boz 196650 Anchorage. AK 99519-6650
YAv muni ororonsito
(907)713.7901
Soils Log - Percolation Test
(ENGINEER'S SEAL)
., .
rl
aK
�4e�
'vo
.6'.
Performed
Performed For:�,T1 `liy�t�e-�1LT�0� Date Performed: SIIYj�o��`
Legal Description: U\�CY� Pt,(•4 Sa Towmhip, Range. Section: 24E. Yy r St.r_. N 1 Q\\.J r S,M. rP
ROUND WATER
Date
OUNTERED? IV�
Net Time
Depth to Water
S
1T WHAT DE PTH?
L
to Wale, Alter
a
a
ioniloong?
a
Dete'
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
b I
iI1$Ian
2L1(o PM
Orr
2t11oP1A
It0m.1.
12.Xte
b
S/)6/Dl,
L'•18PM
O
3'%
5A-6 ht
-V -V3 1?%
p
o"
PERCOLATION RATE �(minulesAnch) FERC HOLE DWAETER V,
` TESTRUNBETWEEN t� FT AND SFT `
C�O+MMENTS �j_y tnlnK� T�na.n ��oc��.n Dirt ott�.� ter\ �claui.oST.l t�S�
PERFORMED BY:-{w,SSr�� �CQ�2E . 1:� S.�• I ���lw\ W �%\N����� I p. .CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: o, \'6. 'LnGb
Sent By: L H CONSTRUCTION; 5223892;
r
Doc by DO
SULLIVAN WJ4
P.O. SM 670272.CHUGOAK.ALASH
OWNER OF LAND: Caws f
ADDRESS -.
LEGAL DESC-FUMON: 6:4pq-r4
o
DATE -
_PERMIT NUMBER: OZ0131 Date of Issue]L-IR-15
TAX IDENTIFICATION NUMBER:'
Is well located at approved permit location? Gme 0 No
Mothod of Drilling: jer'Kolary 0 Cable tool
Depth of well: ca
Casing Type SWIEL Wall Thickness ruches
Dlameler-6 d IncheS, Cop th feel
ur,.r �:
Casing Stickup Above Gcuund; d t feet
Static Water Levet j('Q feet
Recover Aato:.
qpm
Method of Testing: A &
Well Intake Opening Type: k0ln end Oopen hole
USCMOW; . Start—feet Stopped feet
Cj Perforations Start—feet �topped feet
Grout . Type:- Ar4 o�-'xne
Depth: from 13 feet, to OR ziI feet
Well Disinfected Upon Completion? &f< u No
Method of Disinfection: - C 044 tet,. TO
Comments:
I
ATTENTION: It Is the responsibility of the proporty owner to sub
Of AMW39& Departirnent Of Health & I KiMaM t4rvi= and/or
Department of Environmental Conservation.
L
Apr -21-06 4:115111.1;
ing
log
le'
I
I R WELLS
*TELEPHONE 640-2759
EM
Page 12/12
I
Cof; i -J 7 AC. A. JA
00 16'caje.&K-�
So'c—.4- 6 4- c&- %JC44& Y'
I *fjze-
IeS Name
a copy of the well log to the proper authority. Municipality
)artment of Environmontal Conservation. MatSu Borough:
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water d Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Date Issued: Jul 18, 2005
Expiration Date: Jul 18, 2006
Permit Number: SWO50231
Parcel ID: 051-492-54
Legal Description: EATON PARK SUBDIVISION LOT 3
Design Engineer: 0009 A.W. Murritt Company, Inc. Site Address: 24301 REBECCA HILL CIRCLE
Owner Name: L.H. CONSTRUCTION Lot Size: 40680 SO. FT.
Owner Address: 12130 REGENCY DRIVE #201 Total Bedrooms: 4 Permit Bedrooms: 4
EAGLE RIVER, AK 99577 -
This permit is for the construction of:
❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage
All construction must 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 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, seated, and heated to prevent freezing.
5. The following special provisions.
THE ABSRBTION BED MAY NOT BE INSTALLED ON ATHAN 10%. ENGINEER NEEDS
VERIFY SLOPE CONDITIONS DURING CO STRUCT ONSLOPE AND INCLUDE SGEATEL PE INFORMATION ON AS -BUILT
INSPECTION REPORT.
Received By:
Issued By:
Date:
Date: I8 °S
Municipality of Anchorage
e . Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
-- 4700 Bragaw St. - -
P.O. Box 196650 Anchorage, AK 99519-6650
www. ci. anchorage. alk. us
(907) 343-7904
ON-SITE SEWERIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 0,51- uga- 54 Permit Number SW
Property owner(s) L l-� ��,vGr ��vG7 rdU r n [ / Day phone S 2 2
Mailing address 12- /�O G li i /7n /Y Zip Code 7 7
Site address .2z/.30 / i h«cq //b II oCf2. 640Tob Ak zip Code % S rn
Legal description (Lot, Block & Sub'd.) /, J 3 Et x,) Pan K
Legal description (Section, Township & Range) �Mq- T/!� NI P] W
Lot Size q61 C Acres/Sq.Ft. Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only ❑ Well Only ❑
Sewer and Well Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property
agent)
Permit/Rush Fees: 4&0 -a'//77; =waiver Fees:
Date of Payment: f r• 06 -Date of Payment:
Receipt Number: / Receipt Number:
(Rev. 09104)
A.W. Murfitt Company_
CONSULTING ENGINEERS & TESTING
13810 Venus Way • Anchorage, Alaska 99515 • Telephone (907) 345-2737 • FAX (907) 345-3264
July 12, 2005
Municipality of Anchorage
Department of Health & Human Services
On -Site Services Section
4700 South Bragaw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
ATTENTION: Mr. Jim Cross, P.E.
RE: Septic System Design
Four Bedroom, Single Family Dwelling
Lot 3, Eaton Park Subdivision
NE '/4, T15N, RIW, Sec.10, S.M., AK.
LH Construction, Inc.
Peters Creek, Alaska
Our Job 05-394.14
Dear Mr. Cross:
The referenced property represents an undeveloped 40,680 square foot parcel. The proposed four (4)
bedroom, single family dwelling is shown on the attached site plan, Plate 2. Our design data is
summarized in the following dialog.
1. SOILS: Attached is a copy of the soil log/percolation test data and Site Plan. The log
documents a Silt (ML) soil profile to a depth of 3 feet, and then a Silty Sand (SM)
with Gravel to a depth of 11 feet below the ground surface. No water table was
encountered with monitoring through 9/20/03. The receiving soil has a percolation
rate of 3.1 minute per inch.
2. BED DRAIN FIELD DESIGN:
a. Allowable application Rate: 0.8 gallons/day/ft z
b. Number of Bedrooms: 4.
c. Design Flow: 600 gallons per day (at 150gallons/bedroom).
d. Minimum Absorption Area: 750 s.f.
e. Maximum Total Depth (below original grade): 6 ft. (4'— 2" cover, 1.0 ft. sewer
Page 2
Lot 3 Eaton Park
rock).
f. Width: 15 ft.
g. Minimum Length: 50 feet.
h. Effective Absorption Area = 750 s.f.
3. SURFACE WATERS:
July 12, 2005
05-394.14
There are no surface waters within 300 feet of the proposed septic system. There are
no streams or drainages on the property.
4. TOPOGRAPHY:
The septic site slopes to the north and west at 3 to 5, percent. No 25% slopes
exceeding in the immediate area.
5. IMPACTS:
On the basis of our site visit and the available site information, there are no current
well and septic developments within 100 feet of this system. Accordingly, there will
be no adverse impacts on adjacent wells or septic systems of adjacent lots when built
as designed.
6. WELL and SEPTIC INSTALLATION:
The well installation is to be installed by a certified well driller. The septic system
designed herein shall be constructed in accordance with the most recent AMC 15.65
by an approved septic system installer. The installations shall be completed in
accordance with the requirements of the On Site Well and Septic Permits. The overall
Eaton Park development plan has already been submitted to DHHS but a copy is
attached for information.
Page 3
Lot 3 Eaton Park
July 12, 2005
05-394.14
Please call our office at 345-2737 if you have any questions or need additional information.
Sincerely,
A.W. Murfitt Company p`•-"'
14
AI3 a ii'. ai.
Allan W. Murfitt, P.E.
Registered Civil Engineer 4977-E
COPY TO: LH Construction, Inc.
Mr. Mike Irving
ATTACHMENTS: Percolation Test Report, Bed Drain Field Design Plate 1, Site Plan Plate 2, Soil
Particle Size Distribution Report Figure 8.
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG/PERCOLATION TEST
Performed For: Lang and Associates, Inc. Date Performed: 9/12/03
Legal Description: Eaton Park Subdivision Lot 3 Township, Range, Section:
NE 1/4 Section 10, T15N, R1 W, S.M.
F:6-v7k::4 SLOPE SITE PLAN
12
13
14 —
16
16
T 1
�w
is
is
20
COMMENTS
0-.5'- Forest Litter/Organic Mat
.5'-3' Sift (ML), Brown, with Organics
T-11' Silty Sand (SM) with gravel, gray, moist
5'4.5' Bulk Sample for particle size analysis
4.5' Percolation Test
WASGROUNDWATER V 7�
ENCOUNTERED? O NO V
I T Bottom of Hole
IF VES. AT WHAT s S
DEPTH? L
O
P
E�
Backhoe Test Pit Depth to Waxer After
whoring?No Water Date: 9/20/03
e, OrI
ti ^., .•„ tiara 1V. h9u
Na.49i7- -�
Reading Dale
Groan
Time
Net Depth to Net
Time Water Drop
5.25" 9/12/03
5:31 pm
8.5"
5:41 pm
10 min 3.25
5.25" 9/12/03
5:42 pm
8.5"
5:52pin
N
PERCOLATION RATE 3.1
TEST RUN BETWEEN 4.5
(mkWWsAmhl
FTAND
PERC HOLE DIAMETER 6"
5.0 Fr
kA
tr,
.
WASGROUNDWATER V 7�
ENCOUNTERED? O NO V
I T Bottom of Hole
IF VES. AT WHAT s S
DEPTH? L
O
P
E�
Backhoe Test Pit Depth to Waxer After
whoring?No Water Date: 9/20/03
e, OrI
ti ^., .•„ tiara 1V. h9u
Na.49i7- -�
Reading Dale
Groan
Time
Net Depth to Net
Time Water Drop
5.25" 9/12/03
5:31 pm
8.5"
5:41 pm
10 min 3.25
5.25" 9/12/03
5:42 pm
8.5"
5:52pin
10 min 3.25
PERCOLATION RATE 3.1
TEST RUN BETWEEN 4.5
(mkWWsAmhl
FTAND
PERC HOLE DIAMETER 6"
5.0 Fr
PERFORMED BY: LAJ s j \�111,d (AILk I � (//Ol� %%% CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: q/
SYMMETRIC ABOUT C.L. 4' SWEEP
CLEENOUTS
MOUND BACKFILL WITH CAPS.
MONITOR TUBE
FOR DRAINAGE TYP. OF TWO
� I
CLEANOUTS__j *' `'.'7-�' 40'
(NP) 4" x 46' PERFORATED PIPES "' "-" .m _ '.
LAID LEVEL. 4 PIPES •......... ••.•
AT 4 -FT CENTERS. P'AIIan Vd. Wr
PLAN 15'x 50' BED srF. NO 497742
N.T.S, ••4IJ
I'gOF"EE.51()-,�A,�
Consulting Engineers and esting 7TEA. W. Murfitt Comp L H Construction, Inc.
13810 enus a c ora e, 5t Lot 3, Eaton Park Subdivision
907 345-2737 Fax: 90 345-3624 Peters Creek, AK
Job No. 05-394.14 Date: 7/11/05 Drawn: RH
FILTER FABRIC
I
4' MIN
BUILDING
T
FOUNDATION
CO I
2 PERF. PIPE
T
5' MIN
4" PVC (D3034)
SLOPE 1/4 INCH I
I
SEPTIC ROCK PER 1 FT.
PER FT. MIN. I
MOA SPEC.'S 6-
0 NEW 1250 -GAL
2 COMPARTMENT
STEEL SEPTIC
NO GW TO 11'
O TANK
T
5' MIN
BED SECTION
N.T.S
r2' BOTH ENDS
r r
I
Notes:
I
I
4" SWEEP CO
1. No neighboring hborin wells or bodies of water are
I TOWARDS TANK
located within 100' of this proposed system.
2. On -lot well to be 100' min. away from system.
I I
1.5 FT. TYPICAL
I
3. System 10' min. from property line set back.
I I
I (
4. All pipe is 4" PVC (ASTM D-3034) with 4"
I I
I I TEST PIT
perforated PVC used in the wide drainfield.
(CENTER)
5. All distances shown on the above drawing are
I I
I I
minimum for construction of the septic system.
I I
I
6. Insulation required with 4' or less cover.
7. System to be installed by MOA certified
I 4" MT MIDDLE OF
installer.
FIELD. PERFORATED
IN SEPTIC ROCK,
2 g. Two
( ) InSpeCYIODS are required by a
I I
I I SOLID SECTION
Registered Civil Engineer,
I
I I ABOVE.
_ rf�
9. No drivewa "n / over septic system.
10. OYette�veloped.
CLEANOUTS__j *' `'.'7-�' 40'
(NP) 4" x 46' PERFORATED PIPES "' "-" .m _ '.
LAID LEVEL. 4 PIPES •......... ••.•
AT 4 -FT CENTERS. P'AIIan Vd. Wr
PLAN 15'x 50' BED srF. NO 497742
N.T.S, ••4IJ
I'gOF"EE.51()-,�A,�
Consulting Engineers and esting 7TEA. W. Murfitt Comp L H Construction, Inc.
13810 enus a c ora e, 5t Lot 3, Eaton Park Subdivision
907 345-2737 Fax: 90 345-3624 Peters Creek, AK
Job No. 05-394.14 Date: 7/11/05 Drawn: RH
NOTE:
SEE ENGINEERS PLANS
FOR LOCATION OF WELL
AND SEPTIC.
2.0'
Tr°,m- TcecF_5/6 Roto -IL.
L9L,wV- ArtS.0-
WY,NTER PARK
I
� B L
--L--------
15' T&E
EASEMENT
Lot 2
Eq
5'
SUBDIVISION
2
3 C K Lot 3
y
N $*6�59'27"E 89.00'
�-
*f4^47c WL -4&5_s
Lot
3
40,680
s.f.
VF- E
WELL
.. 12,12.0'
v o
M �
Iv.
5
O) �
_ � N
No. 1
Lot 4
�64)-
b� ,, S
E HOUSE
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*f4^47c WL -4&5_s
A
�
.. 12,12.0'
Iv.
5
15' T&E AND GAS
ups g.
EASEMENT
N 30`42'07"W
30.00'
� g
Q
/
d
/
b
0
PORCH
HOUSE DETAIL
SCALE: 1" — 30'
moo./ �
LEGEND
300.4 EXISTING ELEVATION
301.0 PROPOSED ELEVATION
SURFACE DRAINAGE
COVERAGE LOT •4.6%
Particle Size Distribution Report
0
M
nm nno
GRAIN SIZE - mm
%COBBLES %GRAVEL %SAND %SILT %CLAY
468 i 137
SIEVE
SIZE
PERCENT
FINER
SPEC.'
PERCENT
PASS?
(X --NO)
1.5 in.
96.8
D85= 21.3gp4
100
.75 in.
83.0
CU=
Cc=
0.5 in.
76.4
USCS= SM
SOHTO=
0.375 in.
71.8
Natural Moisture 7.1%
#4
60.5
#10
48.2
#20
36.5
#40
29.2
90
#100
18.9
#200
13.7
80
i
70
80
—
----
I
50
—
-
—
40
i
30
—
20
10
-
0
Fnn
♦nn
0
M
nm nno
GRAIN SIZE - mm
%COBBLES %GRAVEL %SAND %SILT %CLAY
468 i 137
SIEVE
SIZE
PERCENT
FINER
SPEC.'
PERCENT
PASS?
(X --NO)
1.5 in.
96.8
D85= 21.3gp4
60 — D50= 2.27
.75 in.
83.0
CU=
Cc=
0.5 in.
76.4
USCS= SM
SOHTO=
0.375 in.
71.8
Natural Moisture 7.1%
#4
60.5
#10
48.2
#20
36.5
#40
29.2
#100
18.9
#200
13.7
(no speciScaim provided)
Sample No.: 3
Location: Lot 3
Source of Sample:
Soil Description
Silty sand with gravel
A.W. M u rf itt Client: Lang and Associates Inc.
Project: Eaton Park
O m p a n v Whaley Subdivision 3rd Addn.
C 11
v Prosect No: 03-27422
Date: 9/17/03
Elev./Depth: 4.5'
Atterhera Limits
PL= NP
LL= NV PI=
Coefficients
D85= 21.3gp4
60 — D50= 2.27
D30= 0.459
D15= 0.0898 D10=
CU=
Cc=
Classn
USCS= SM
SOHTO=
Remarks
Natural Moisture 7.1%
A.W. M u rf itt Client: Lang and Associates Inc.
Project: Eaton Park
O m p a n v Whaley Subdivision 3rd Addn.
C 11
v Prosect No: 03-27422
Date: 9/17/03
Elev./Depth: 4.5'
•
GE `gL
•- � Municipality of Anchorage °pp"
On-Site Water and Wastewater Program a ��
(907) 343-7904 5 .Y
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel I.D. 051-492-54 Expiration Date: 1 :;.' 17 "1 7
1. GENERAL INFORMATION
Complete legal description EATON PARK LOT 3
Location (site address) 24301 REBECCA HILL CIRCLE, CHUGIAK,AK 99567
Current Property owner(s) DEREK&LINDA EMMONS REV. LIV.TRUST Day phone
Mailing address PO BOX 670949, CHUGIAK,AK 99567
Real Estate Agent Day phone
2. TYPE OF DWELLING:
Z Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
TYPE OF WASTEWATER DISPOSAL:
4. TYPE OF WATER SUPPLY: Individual
Individual Well ® Holding Tank ❑
Individual Water Storage ❑ Community ❑
Community Class Well ❑ Public Sewer ❑
Public Water System ❑
Waiver/Variance request for: Distance:
Received by: Date: S- "7- / 7
COSA to be releasedlo th- ..neer, unless otherwise requested by the engineer.
COSA Fee $ 52- -) Waiver Fee $
Date of Payment ' L/�j( (i Date of Payment
Receipt Number 05i`16Receipt Number
COSA# Oe- C-.1.1 E b ` 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 ARCTERRA CONSULTING,INC. Phone 868-3791
Address 20441 PTARMIGAN BLVD.,EAGLE RIVER,AK 99577
Engineer's Printed Name KENNETH M. DUFFUS Date 5/15/2017
THIS COSA DOCUMENT CANNOT BE USED TO TRANSFER TITLE UNLESS ALL VENDORS(ENGINEERING,SURVEYING.CONTRACTORS,ETC...ASSOCIATED
WITH THIS COSA ARE PAID IN FULL AT OR BEFORE CLOSING. 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. i L OF A
�r�' I— 1
6. DSD SIGNATURE 4I
System #1 Approved for ����
y pp L� bedrooms. KENNETH DLIT /
System #2 Approved for bedrooms. +° ? e .=ww'
Disapproved. \ Nth,NI16:41116:111°.
.SSlo"'
Conditional approval for bedrooms, with the following stipulations:
C;.
ON-SITEc.
WATFR AND tc'
WASTEWATER c
•
T l- ROGRAMI
By: K.�. `` Original Certificate Date: s'-j 7--17
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 Advisory7(4
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet_10.10.12.doc
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: EATON PARK LOT 3 Parcel ID: 051-492-54
A. WELL DATA
Well type PRVT If A, B, or C provide PWSID # Well Log (YIN) Y
Date completed 811/2005 Sanitary seal (YIN)Y Wires properly protected (Y/N) Y
Total depth 196 ft. Cased to 196 ft. Casing height (above ground) 24 in.
FROM WELL LOG AT INSPECTION
Date of test 8/1/2005 5.5.2017
Static water level 160 ft. 169 ft.
Well production _ 10 g.p.m. _ 3.9+ g.p.m.
WATER SAMPLE RESULTS:
Coliform NE Cr colonies/1 00 mL Nitrate 7.rr mgIL
Arsenic: j.„/t) ug/L Date of sample: 5-5.2017 Collected by: ARCTERRA
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL Date installed 12!28/2005
Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) Y
Foundation cleanout (YIN) Y Depression over tank (YIN) N High water alarm (Y/N) N
Date of pumping 51612017 Pumper One-Stop
C. ABSORPTION FIELD DATA
Date installed 12/29/2005 Soil rating (g.p.d./ft2 or ft2/bdrm) 0.8 _ System type BED
Length 50 ft. Width 15 ft. Gravel below pipe 0.5 ft.
Total depth 7.4 ft. (MEASURED 5/5/17) Eff. absorption area 750 ft2 Monitoring tube Y Depression over field N
Date of adequacy test 5/5117 Results (Pass/Fail) PASS For 4 bedrooms
Fluid depth in absorption field before test 0 in. Water added 600 gal. New depth 0 in.
Elapsed Time: <1 min. Final fluid depth 0 in. Absorption rate >= 600+g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes. give date
D. LIFT STATION
Date installed _ Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off level at in. High water alarm level at in.
Datum _ Cycles tested Meets alarm &circuit requirements?
E. SEPARATION DISTANCES
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 75'+ Public sewer manhole/cleanout 100'+
Sewer/septic service line 25'+ Holding tank 100'+
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main 10'+ Water service line 101+ Surface water 100'+
Wells on adjacent lots 100-200'+
ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main 10'+
Water Service line 10'+_ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain 50'+(NONE KNOWN) Wells on adjacent lots 100.200'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
1 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. of -4/-4 ‘ 1/J4` 1
Engineer's Printed Name KENNETH M.DUFFUS
Date 511512017
COSA canary sheet_2-6-15.doc �7 /
•
Municipality of Anchorage _ot7
_ Development Services Department
Building Safety Division s.f ETV
On-Site Water and Wastewater Program
4700 Elmore Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
Nitrate Advisory
Certificate of On-Site Systems Approval # OSC 171181
A Certificate of On-Site Systems Approval inspection and test of potable
water was recently conducted on the well water supply on Block , Lot
3 of Eaton Park subdivision. This inspection revealed a nitrate concentration
of 7.15 milligrams per liter (mg/L) was reported for the property's well
water sample. The Environmental Protection Agency (EPA) has established
a maximum contaminant level (MCL) of 10.0 mg/L for public drinking
water systems. While private wells are not subject to this regulation, EPA
standards are based on existing health information and can therefore be used
to gauge the relative quality of water from private wells. Please see the
attached "Nitrate Fact Sheet" for important information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On-
Site Systems Approval.
Nitrate Fact Sheet
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble
in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass
rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is
in the form of ammonia or protein first, which through contact with oxygen and certain
bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from
wastewater include urea, ammonia cleaners, food solids, and bacterial cells. It may also
result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or
three years, but is associated with a potentially fatal infant disease called
methemoglobinemia. In the digestive system of young children, nitrate converts to
nitrite, which can pass through the intestinal wall into the blood stream. There it
combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The
EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The
standard has been lowered from a previous level of 45 mg/L set by the US Public Health
Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and
other common home water treatment systems such as softening or iron filtration does not
readily remove nitrate. The best method for limiting nitrate in well water is source
control. This can include avoiding overdosing of fertilizer near the well and maintaining
good separation distances between septic tank leach fields and the well. A special anion
exchange filter that contains a media with a strong affinity for negatively charged ions in
water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several "wet chemical"
methods using a spectrophotometer to read the final color endpoint. Specific ion
electrodes also can be used to detect the activity of nitrate in water. This laboratory uses
several different wet chemical methods approved under the public water supply
laboratory certification program. They also have test kits available, which the laboratory
uses to perform an inexpensive "screening test", and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test
kit results against a certified analysis from the lab occasionally to verify the accuracy of
the kit. We recommend using a specially prepared bottle that has been rinsed in
hydrochloric acid for collecting samples.
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
4; (907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcell.D.
1. GENERAL INFORMATION
Complete legal description Lot 3. Eaton Park Subdivision
HAA #_ O (; 0 _3 73 1
Expiration Date:
I
I
Location (site address or directions) 24301 Rebecca Hill Circle: Chugiak. AK 99567
Current Property owner(s) LH Construction, Inc. Day phone (907) 522-1616
Mailing address 12130 Regency Drive: Eagle River, AK 99577
Lending agency Maureen Holland, Residential Mtg. Day phone 229-9169
Mailing address 100 Calais Dr.: Anchorage, AK 99503
i
Real Estate Agent Dena Lithgow, Northern Trust Real Estate Day phone (907) 441-1339
Mailing Address 205 E. Benson Blvd.: Anchorage, AK 99503
Unless otherwise requested, HAA will be held by DSD for pickup. j
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well Individual On-site ❑r
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 Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority 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 HAAs upon request to homeowners. Certificates of Health Authority 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 sample results. (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 Health Authority 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 A.W. Murfitt Company Phone (907) 345-2737
Address 13810 Venus Way; Anchorage, AK 99515
Engineer's Printed Name Allan W. Murritt
b. DSD SIGNATURE
✓ Approved for _A_ bedrooms.
Disapproved.
Date 8111/06
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
ON-SITE ; fi
WATE _
uu nTG1111ATCQ � C
Attachments:
HAA Checklist X
Septic System Advisory
Well Flow Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By: Original Certificate Date:_
(Rr. o1M
Municipality of Anchorage ,
• Development Services Department
Building Safety Division `
On.Ske Water & Wastewater Program "
47W South Bragaw, St.
P.O. Box 198850 Anchorage, AK 99519-6650
www.lmm.org/onsite
(907) 3437904 j
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: Lot 3, Eaton Park Subdivision Parcel ID:
A. WELL DATA
Well type """b If A. B, or C provide PWSID S _ Well Log (Y/N) Yes
Date completed 8"" Sanitary seal (YIN) Yes
Total depth 196 ft. Cased to 196 ft.
FROM WELL LOG
Date of test 8/1/05
Static water level 160 ft.
Well production 10 g,p.rn.
WATER SAMPLE RESULTS:
Coliform rJ colonies/100 ml. Nitrate 3.81 mg.A.
Arsenic: 0 mg.A. Date of sample: 5m2m
B. SEPTICIHOLDING TANK DATA
Tank Type/Material SW
Tank size 1250 gal.
Number of Compartments 2
Foundation cleanout (YIN) Yes Depression over tank (Y/N) No
Date of pumping
C. ABSORPTION FIELD DATA
Pumper
Wires properly Protected (Y/N) Yes
Casing height (above ground) 29 in.
AT INSPECTION
ft. i
I
g.p.m.
i
I
Other bacteria 0 oolonies/100 mi.
Collected by: Russell Heoner, Engineer
Date installed 12/2ttA15
Cieanouts (Y/N) Yes
High water alarm (Y/N) No
I
Date installed 12/29/05 Soil rating (g.p.d./fe or fe/bd m)0_8 Sym type Bed
Length 50 ft. Width 15 ft. Gravel below pipe 0.5 ft.
Total depth 7•� ft. Efl. absorption eras 50_11? Monitoring tuba Yes Depression over field No
i
Date of adequacy test Results (Pass/Fail) For _ bedrooms
Fluid depth in absorption field before test _ in.
Elapsed Time: _ min. Final fluid depth _ In
Any rejuvenation treatment (past 12 mo.) (YM & type)
Water added_ gal. New depth_ in.
Absorption rate >= g.p.d.
N yes, give date
i
i
D. LIFT STATION
Date installed N/A
Size in gallons
ManholelAceess (Y/N)
'Pump on' level at _ in. 'Pump off* level at _ in. High water alar level at in.
Datum Cycles tested Meets alar 8 circuit requiremerrla7
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankA(ft station on lot 129' On adjacent kits 1201
Absorption field on lot 153 On adjacent kits 117'
Public sewer main WA Public sewer manhde/deanout WA
Sewer /septic service line 115 Holding tank WA
SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO:
Building foundation 14' Property line 55' Absorption field 18'
Water main WA Water service line 50' Surface water +150'
Wells on adjacent kits 128'
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 13' Building foundation W Water main WA
Water Service line 75' Surface water +150' Driveway, parking/ stucle storage 24'
Curtain drain WA Wells on adjacent kits 142'
F. COMMENTS
Area not landscaped at this time. Tiz, Q F .<
G. ENGINEER'S CERTIFICATION
1 cer* that I have detem ined through field inspecd= and
review of Municipal records that the above systems are in�-
conformance with MOA HAA guidellnes in effect on this date. Al tan W,
. 7 E
Engineer's Printed Name Allan W. Murfdtt �•., �r
s �
Data 8/11/06 ^ sslv":�
HAA Fee $ Z 3 �2- . 5-0'I o
e � �. om %r✓t Waiver Fee E
Date of Payment ?— /&/ - O G Date of Payment
Receipt Number .Z J Receipt Number
(Rev. 12101)