HomeMy WebLinkAboutEATON PARK LT 6Eaton Park
Lot 6
#051-492-57
Municipality of Anchorage ''•.
;'"
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www.ci.anchorage.ak.us (907) 343.7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number. SW050299 PID Number:
Nana LH Construction, Inc.
Wastewater System: [D New ❑ Upgrade
12130 Regency Dr.; Eagle River, AK 99577
ABSORPTION FIELD
Pr,ar (907)522-1616 NoWW a aeaooms 4
0Daap Tama O Sw Tmm❑ew ❑Mow ❑oew
LEGAL DESCRIPTION
sat
1.0
1.0
Tar owm �m g rv.o.
GPdF�
FI.
&ea La sWanrm
6 Eaton Park
D•pe b ppe eoRan can m(,nr peGa
Ga depn eanarn pp
3.5 FI.
5.9 FI
Tow" 15N Ranpa 1W 5W.10
Fr •ao.a aoo.. onprW y.a
Grn«L«rp11
2.86 FI.
52 FI.
Well: El New ❑ Upgrade
Grave wMm
Nunr«aws
Grurca Osnvasn can
3 FI
1
NIA FI
Gnvlrcaoai (Pmma, A a. Q
Tar Deem
cow b
Tar wwrpe•n re•
Ppa Mr«ir
Private 1
193 FI.
193 FI
6136 Fr*
1 4' PVC (ASTM D-3034)
Daw
D•a WIMI
Stm c wm L"
mstrw
Ora "W"
Sullivan Water Wells
11/15/05
153 FI
LH Construction, Inc.
514/06
YraPury
12
S« «
U.V nags Aoora Gaw
TANK
GP4
Unknown FI
3.2 FL
SEPARATION DISTANCES
ElSeptic ❑Holding ❑S.T.E.P. ❑Other:
To
Septic
Absorption
Lia
Holding
miapmale
apt«
IT
From
Tank
Field
Station
Tank
Sewer Line
Anchorage Tank & Welding
1250 cr
WO
130'
115'
N/A
N/A
117'
MM«rr Steel
N,.2«aca.o«m.a.
surau,wr«
+150'
+150'
N/A
NIA
LIFT STATION
LAX Lk*
22'
10'
N/A
N/A
NIA Gr
ver„ •r,,,«
Faxraeon
21'
10'
N/A
N/A
'Pure an Mvrr
'Papp aR'r.«•l
Y•pn w•i«rrmr
w
in
k
Duan o -an
N/A
N/A
N/A
NIA
Pixrc Mra a Ma1N
E*=caa lapeams Prw"wG eY
ltt r Area not landscaped at the time of the as -built
BENCH MARK
survey. The 4" PVC Monitor Tubes were not
Lowucn ra armpun.
Top of well Lot 6 well casing.
placed at the bottom of the sewer rock, so a
Nw4w1
100 FL
2" steel Monitor Tube was placed inside the PVC
pipe and extended to the bottom of the Deep Trench in both
6
Monitor Tubes.\
�`e�'
Inspections performed by: Russell Hepner, E.I.T. Dates: 1r 5/2/06
ov'
2n4 514/06
�1• CFRTpPHERRWool) i
Development Services Department Approval
Reviewed and approved by: Date: 11 c
CES _
(Rw 11A0)
_
�q`E$SIONN-
Sent By: L H CONSTRUCTION; 5223892;
Cer`fif 0 01
by
owco
SULLIVAN Wig
P.O. BOX 670272, CHUGIAlr, ALASK
OWNER OF LAND: L fI co"os
ADDRESS: i
LEGAL DESCRIPTION:�oora'j Ad le ;
DATE:
PERMIT NUMBER: QL5%J'?0I Date of Issue • - Q�
TAX IDENTIFICATION NUMBER: QS/ -:-
Is well located at approved permit location? b 1k ClU No
Method of Drtllrg: "-AF rotary Jul Cable tool l
Depth of wen: / `f 3
Casing Type Thickness _ S�Inches
Diameter itches. depth - (_rf `• feet
Liner Type- l)a..a d=
Castng Stickup Above Ground: _A _ feet
Static Water Level: !�3 feet
Recover Rate:% ) . gpm
Metrlod of Testing: At
Vkk Intake Openitg Type n end U open hole
Screened; Start—feet Stopped feet
Perforations Stan feet Stopped feet
Grout Type nLT-4 ^l • ra_ die) —.a4L4
J
trc from (7
Dep feet, to d J' legit
wen DtsinfeCt00 Upon Completion? 414 O No
Mellbod of Otsinlectipl
Comments:
Apr -21.06 4:13P11;
ring Koff
TER WELLS
99667 •TELEPHONE BBa-2759
Page 7/12
1 _CAA r.vb S7'0vK Jf0
S,,. i 1 6&-4JlO– :Gl�llSc.:f
f . n SA.ja
,
' csg�a r
8i T�4•G.c.��.E-..
tjLi S�dc�,.3�
Iler-S Name C. -E v 4444 4i
ATTENTION: It is file responsibility of the property Owner to subm¢ a Copy oft* well log to the proper authority. Municipality
of Anchorage: Department of Health d Human Services and/or Department of Fnvtormental Conservation. Matsu Borough
Department of Environmental Conservation.
t
i
SGS ReLN
1106701001
Client Name
A.W. Murfitt Co. Inc.
Project Naml/N
Lot 6 Eaton Park Sun
Client Sample ID
Lot 6 Eaton Park Sub
Matrix
Drinking Water
P%%SID
0
Samptc Remarks
All Da1cs/I'imes are Alaska Standard] inic
Printed Daterrime
11/15/2(X)6 17:01
Collected Daterrime
11/07/2(X)6 14:30
Received Dalerrime
11/072006 15:38
Ttchnical Director
Stephen C. Ede
Pararncrer
Results
WI.
Dnita
Mcdad
ContaincrlD
AthmaMc
Units
Prep Analysis
[)ate Date
Inn
Metals by ICP/MS
Arsenic
ND
3.00
ug/L
EP200.8
C
(<10)
11/09/06 11/13/06
TA
Waters Department
Nilralc•N
0.512
0.100
mg/L
EPA 353.2
11
(<10)
11/07/06
ALR
Microbiology Laboratory
Total Colilorm
0
wVI00mL
SM209222B
A
(<I)
11/07/06
DPT
COMMENTS
, _ (`
5 GROUND WATER
ENCOUNTERED?
9
S. AT WHAT DEPTH? L
,pth to Water ARer e
Monitodng?
Dole:
Reeding
Dale
Grosa Time
Net Time
Depth to Wale,
Net Drop
Municipality of Anchorage
.,,(ENGINEER'S SEAL), ..,....
O
Development ServicesDi Department
Building Safety elation
. �r
On -Sita Water and Wastewater Program
l r
G"
1700 South Bragew SL le
P.O. Boz 196650 Anchorage. AK 99519-6650
+
.?. •,; :. .o t. r. �..:.7f 11 t
vAvw muni orofonsite
(907) 310-7904
�(�- �� '• ; �� ^ /?, [' . "�
Soils Log - Percolation Test
Performed For. LN
G.�Skc' V.t��w'� 1Z`,nL.. Date Performed: S/\8/t71n
Legal Description: Lplc
`
ka I. r�2.�•n �C�fK Su�p�, Township, Range, Section: NE.
t�4 r SCJ-, \O s'�SN r QAN.i,M
Slope
Silo Plan
COMMENTS
, _ (`
5 GROUND WATER
ENCOUNTERED?
9
S. AT WHAT DEPTH? L
,pth to Water ARer e
Monitodng?
Dole:
Reeding
Dale
Grosa Time
Net Time
Depth to Wale,
Net Drop
S Ab It',
V- P
O
O r'
V\5 91'k
\%%\%,.
G"
PERCOLATION RATE 4 \ (minuteaAneh) PERC HOLE DUVAETER � •
TEST "BETWEEN to FT AND (o,5 FT
%, s n s l
PERFORMED BY: Q.�s�(�� \fie{fit C; i ."�. 1 VA'g N•v,Z 3 P,F. , CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFF CT ON THIS DATE. DATE: I-
V
L6
\/ � ' . �l'jJ � L •off t_
\�
i U) m a Q C0 3
\\ Q a m .N
/ O o vt rn
a c
IL CL =72 co
a ami ii O E N N th N 50' 0 WCC _o
\/ � p N y. -0 CD 0 0 rn 1 Oct) ao
a. .+ N
\\ m vNo pY�o 3 i/iV`
r
7 r
\/fie H`o 3 a Qa>� UNa a
B \/H 3o^a >>l�
CM o co
mZQ p
e _ c c `"c �d �v W
\� .�y3E•mam�Q i ..�
cm�Nc'ntaC7 Ci O
v c �_ J
\\Z �OtnwQ nZZ M
o
0
Z N M --T N t0 � O
Z
d a
\� 0
L
\ S SCFE S
C « N rp N S W
N N m
\� 0 d
CL a�
o � N
ll��ll M
ry
e1
7¢�
U \% N � 'fes N•. N N l
c u r�i
rl
U � c
e C m b M"
�g I.
WYNTER
Lot 5
SEPTIC -
CLEM01M
15' T&E
0
Lot 5
PARK SUBDIVISION
N 89.59.27-E 153.50-
15' T&E MEW
Lot 6
40.074 s.f.
71.8'
30.0'
No. 1
Lot 7
LOT 6
HpALTV32.18'
\
L-5.74'
R-50.00'
'''
R�50.00'
— rt -'-
8 REBECCA HILL CIRCLE
--------------------1-_�
1 Nc �
PLOT PLAN AS BUILT X SCALE -!L--
_- 50' GRID NMi 1381 Project No. 05-092
Lang & Associates, Inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
ReRegistered Land Surveyors 907) 522-6476 Poon.
g y 907) 522-4625 I -ax OF
p0
kglangle0alasko.net / 1clanglo0olasko.net `�........... 5
1 hereby certify that 1 have surveyed the following described properly: * P 49� I�
LAT 6, EATON PARK SUBDMMN (PLAT No. 2005-52) '
Anchorage Recording Dtstriat, Alaska. and "hat the Improvements situated thereon an
within the properly lines and do not encroach onto the properly adjacent thereto, that
no Improvements on the prop" tong adjacent thereto encroach on the surveyed • •.•
premises and that then are no roadways, transmission lines or other visible KENNETH
easements on sold property except as Indicated hereon.
L $' 5202
Dated this the Z`& pay of _ _ cXa-arwn- . 4.00f.. of Anchorage, Alaska •''h' ••' •:
N Is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdMsion plat. Q�-CrG
Z
'A'
•B'
1
4.5
39.6
2
10.9
35.7
3
12.4
39.3
4
23.5
50.6
5
30.7
54.0
6
32.4
54.9
7
33.5
65.5
6
36.1
57.!
9
36.6
19.0
10
62.2
68.9
11
69.0
HpALTV32.18'
\
L-5.74'
R-50.00'
'''
R�50.00'
— rt -'-
8 REBECCA HILL CIRCLE
--------------------1-_�
1 Nc �
PLOT PLAN AS BUILT X SCALE -!L--
_- 50' GRID NMi 1381 Project No. 05-092
Lang & Associates, Inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
ReRegistered Land Surveyors 907) 522-6476 Poon.
g y 907) 522-4625 I -ax OF
p0
kglangle0alasko.net / 1clanglo0olasko.net `�........... 5
1 hereby certify that 1 have surveyed the following described properly: * P 49� I�
LAT 6, EATON PARK SUBDMMN (PLAT No. 2005-52) '
Anchorage Recording Dtstriat, Alaska. and "hat the Improvements situated thereon an
within the properly lines and do not encroach onto the properly adjacent thereto, that
no Improvements on the prop" tong adjacent thereto encroach on the surveyed • •.•
premises and that then are no roadways, transmission lines or other visible KENNETH
easements on sold property except as Indicated hereon.
L $' 5202
Dated this the Z`& pay of _ _ cXa-arwn- . 4.00f.. of Anchorage, Alaska •''h' ••' •:
N Is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdMsion plat. Q�-CrG
Z
Elevation based on assumed well casing elevation of
100.00'.
"Invert measured from top of stickup
Stickup
Invert"
Cover
Top of Pipe
Elevation'
Invert Ground
Water
Well Casing
1
CO
4.5'
100.00'
2
CO
10.9'
1 (CO)
7.5"
74.25"
66.75"
114.19'
108.00'
113.57'
N/A
2 (CO)
11.5"
89.25"
77.75"
114.10'
106.66'
113.14'
N/A
3 (MT)
11.75"
159"
147.25"
114.05'
100.80'
113.07'
N/A
4 (ST)
12"
133.5"
63.5"
114.19'
103.07'
113.19'
104.63'
5 (ST)
10.25"
131.5"
63.25"
113.96'
103.00'
113.11'
104.63'
Tank Inlet
107.32'
Tank Outlet
107.09'
6 (CO)
8.75"
83.5"
74.75"
113.87'
106.91'
113.14'
N/A
7 (CO)
7"
84"
77"
113.86'
106.86'
113.28'
N/A
8 (CO)
9"
85"
76"
113.90'
106.82'
113.15'
N/A
9 (CO)
9.5"
86"
76.5"
113.85'
106.68'
113.06'
N/A
10 (CO)
9.5"
81.25"
71.75"
113.53'
106.76'
112.74'
N/A
11 (MT)
1 10.5"
152"
141.5"
1 113.51'
100.84'
112.64'
N/A
Elevation based on assumed well casing elevation of
100.00'.
"Invert measured from top of stickup
PLATE 3
Swing
Ties
1
CO
4.5'
39.6'
2
CO
10.9'
35.7'
3
MT
12.4'
39.3'
4
ST
23.5'
50.6'
5
ST
30.7'
54.0'
6
CO
32.4'
54.9-
7
CO
33.5'
55.5'
8
CO
38.1'
57.4'
9
CO
36.6'
49.0'
10
CO
62.2'
68.9'
11
MT
63.3'
69.0'
PLATE 3
MARK HANSEN P.E.
CONSULTING FNGMERs TESTING LASWATORY
P.O. box 4773 Pdmw. AK 99646-43W phw (907) 745-4721 /°e (907) 746-4721
r k MhpNnlooMk et
Alaska Gravel Products
PO Box 4343
Palmer, AK 99645
Fax 745-4454
Project: 2005 Materials Testing
Subject: Sieve Analysis, Filter Sand
Gentlemen:
June 28, 2005
Work Order. 0507
The following Is the sieve analysis of the aggregate sampled on 6/28/05.
Sample Location: stockpile
Sieve Passing MOA Spec.
%
1/211
100%
3/8"
100%
#4
100% 100
#10
78%
#20
57%
#40
30%
#60
9%
#100
2% 0-2
#200
0.7% 0-1
The sample conforms to MOA specifications for filter sand.
If you have any questions, please do not hesitate to call.
Sincerely
,z,
Mark Hansen
t..
LA
L.H. CONSTRUCTION, INC.
Commercial and Residential .
November 27, 2006
Eagle River Engineering Services
10421 VFW Road
Eagle River, AK 99577
P: 694-5195 F: 694-5195
Attn: Chris Wood
Mr. Wood,
Please accept this letter as conformation that the SEPTIC SYSYTEM
at Lot 6 of Eaton Park Subdivision, located in Peter's Creek, has a
monitoring tube that is 6 feet below the leach field, and in 6' of Septic Rock.
This is guaranteed by L.H. Construction and was inspected by Alan Murfitt
of A.W. Murfitt Company.
If you have further questions please contact, Tyler Trevillyan at 2444463 or
me on my cell 244-8451.
11 Lythgoe III
President
12130 Regency Drive, Ste 201 • Eagle River, Alaska 99577 0 (907) 522-1616 9 Fax (907) 522-3892
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water& 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
Permit Number: SWO50299
Legal Description: EATON PARK SUBDIVISION LOT 'IY 4
Date Issued: Aug 18, 2005
Expiration Date: Aug 18, 2006
Parcel ID: 051-492-57
Design Engineer: 0009 A.W. Murfitt Company, Inc. Site Address: 12130 REGENCY DRIVE
Owner Name: L.H. CONSTRUCTION Lot Size: 40074 SO. FT.
Owner Address: 12130 REGENCY DRIVE Total Bedrooms: 4 Permit Bedrooms: 4
EAGLE RIVER. AK 99577 -
This permit is for the construction of:
❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy Q 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, sealed, and heated to prevent freezing.
Received By:
Date: l/—Q S
Issued By: Date:
Municipality of Anchorage
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.ak.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
ParcelLD. Of
[—yQot-5' Permit Number SW
Property owner(s) L' I�,r��p}�ioxJ Day phone _522 - ( 6 lC
Mailing address 12 (36 Re
ye� 0.< - tC( Zip Code q QS 7 7
Site address Z4g2 5 tQ.L.eGd j:: g Cr4; arV f24,kZip Code 51567
Legal description (Lot, Block & Sub'd.) 46+a
Legal description (Section, Township & Range)
Lot Size ,Q) 0 7y Acres/Sq.Ft.
THIS APPLICATION IS FOR:
Number of Bedrooms
Sewer Only ❑ Well Only ❑
Sewer and Well g Water Storage ❑
Sewer Upgrade ❑
ft3.Ib�J3•I1�;iiL%I.1f11;1;�
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 for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owngr of authorized agent)
Permit/Rush Fees:
Waiver Fees:
Date of Payment: g - /s- O J� Date of Payment:
Receipt Number. -7 ;L !V O $ Receipt Number:
(Rev. 09/04)
A.W. Murfitt Company_
CONSULTING ENGINEERS & TESTING
13810 Venus Way • Anchoragq Alaska 99515 • Telephone (907) 345.2737 • FAX (907) 345-3264
August 11, 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 6, Eaton Park Subdivision
NE %., T15N, RI W, 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 40,074 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 Sandy Gravel with Cobbles (GP) to a depth of 11 feet followed by Sandy
Gravel (GP) to the completion of excavation at a depth of 15 feet below the ground
surface. No water table was encountered with monitoring through 9/28/04. The
receiving soil has a percolation rate less than one (1) minute per inch. A filter sand is
required to slow the absorption rate.
2. DEEP TRENCH DRAIN FIELD DESIGN:
a. Percolation Rate: greater than I minute per inch with filter sand (CPP Palmer, T &
J Services Wasilla).
b. Allowable application Rate: 1.0 gallons/day/R?
c. Number of Bedrooms: 4.
Page 2 August 11, 2005
Lot 6 Eaton Park 05-394.14
d. Design Flow: 600 gallons per day (at 150gallons/bedroom).
e. Minimum Absorption Area: 600 s.f.
f. Maximum Total Depth (below original grade): 11.0 ft. (3'— 2" cover, 6.5 ft. sewer
rock, 1.0 ft. filter sand).
g. Width: 3 ft.
h. Minimum Length: 50 feet.
i. Effective Absorption Area = 600 s.f.
j. Use a Deep Trench because there is not enough room for a Bed Design.
3. SURFACE WATERS:
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 at 2 to 4 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 6 Eaton Park
August 11, 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
/////1I E% ✓/ �P• L�
49 H Jr
�^
Allan W. Murfitt, P.E. �•, Allan W. hAurl
Registered Civil Engineer 4977-Esif; NQ 4977-E
COPY TO: LH Construction, Inc.
Mr. Mike Irving
ATTACHMENTS: Percolation Test Report, Deep Trench Drain Field Design Plate 1, Site Plan
Plate 2
I
Municipality of Anchorage �(ENGINFE}(•S. SEA: �'`��•F
Development Services Department„,.• C,
Building Barely Division r' .- A 1 Y•H' r
.+eir On -Site Water and Wastewater Program ; 1 . ••� •+�
r ...•
/700 South Bragew St.-
P.O. Boa 196650 Anchorage, AK 99519-WSO
yAvw muni oraronsilo T -- • '
i A;L;-, Vi. A't
(907) 343-7904 �O i.'! :
Solis Log Percolation Test rQ�F,;,i
Performed For. Thomas Development, Inc. Date Performed:
Legal Description: Lot 6, Eaton Park Subdivision Township, Range. Section: NF I/4, Sm. 10, TI SN, RI W, S.M., AK
Depth
17-
18-
19-
20 -
COMMENTS
Gravel With
moist
-5' •S
WAS GROUND WATER
ENCOUNTERED? No
3
IF YES. AT WHAT DEPTH? - L
Gravel (GP), D.Pth to Walar After e
Mocutoorv? No Water e
moist
Del.: 9128/04
Water
M
Reading
Dale
Gross Time
Net Time
Depth to Water
Net Drop
6”
9/18/04
2:04 prin
0
0"
2:05 prn
1 min
6"
6"
9/18/04
2:05 pin
0
0"
2:06 pro
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TESTRUNDETWEEN 6 FTAND 6.5 FT
PERFORMED BY: Russell llepner, E.I.T. I Allan W. Murfttt CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Sept. 18, 2004
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Lot 5
WYNTER PARK SUBDIVISION
• �.— — — $ - I
� , N 89.59.25-E 153.50'
fj: y:' �i '••.9
4'' 49TH . j{Y 5' T& EASEMENT
�AllanW.F,ur it2.=w Lot s ���•�
sit. NO 4977•E •��` y
t '•!e 0O� 40.074 s.f.
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21.7 .° •" PROVE 5510 t�
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Lot 15 8 wbu-
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COVERED 326' \4
PORCH /
HOUSE DETAIL
SCALE: 1' - 30' 71.8'
%
RES V4 ,
NOTE: 30.0'
SEE ENGINEERS 15' T&E EASEMENT row:. OE1
k
PLANS FOR Io'M; , 50' 6 1SLRK:D �b
LOCATION OF WELL
AND SEPTIC. 4oTsl5o23-wv�G6rL-
- —tcL46si —
.EGEND r,S
300.4 EXISTING ELEVATION M/
301.0 PROPOSED ELEVATION
" SURFACE DRAINAGE ou
LOT.COVERAGE – 5.0R
No. 1
1
Al:
1
$ Lot 7
N
m /
S 89.42'15"ri 118.79' Ki. `-L-5.74'
R-50.00'
L-32.18'
R-50.00'
REBECCA HILL CIRCLE J
TF3u+ - Zoe of �4>./•ub2
tLv�, 4�5•a
PLOT PLAN X AS BUILT _ SCALE -IL--SW 50' GRID NW 1361 Proja No. 05-089
Lang & Associates, Inc. 11500 DOM Avenue, Anchorage, Alaska 99515-3049
Registered Land Surveyors (907) 522-6476 Phone
9 y (907) 522-4825 Fax
kglanglsOolaska.net / JelanghlOabska.mf �.F A
. s
hereby oertify that I have surmyW the following described property
Lot S. EATON PARK SUBDIVISION
HII the pdwws Recording roperlp Ines and Alaska.
ewo ch onto' y dfualed 1Mrwn an 7' .....:...
PrOPmt/ o n the ury thereto, Mat
a bM an " l Mw m no MN akw y*. tram Mlsrslo snoroor on Vi surveyed ... ... ...
Irefnlees and Mai tilers ors r10 roadways, lroramission Brles Or oMNr Nsible
asnnents on sold�Properll' except as Infioafod hereon. 1� ' KENNETH G. LANG
Wed this the �— Day of AUS4 _ 2xf> LS -5202
_ of Anchorage, Alaska
I Is the rssponstW9ly of Mie owner to dslennins the OXWWloe of any sasernenfe,
W
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.orglonsite
(907) 343-7904
C Nlu',5 c•.?4i
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I;D.' ` i�-tiaZ-5'�-5`�' HAA #��p"t
Expiration Date: 7 It jo
1. • GENERAL INFORMATION
Complete legal r�scriRtion Lot 6, Eaton Park Subdivision
Location (site address -or directions) 24425 Rebecca Hill Circle; Chugiak. AK 99567
Current Property owner(s) LH Construction, Inc. Day phone (907) 522-1616
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
12130 Regency Drive; Eagle River, AK 99577
Summitt Mortgage Day phone (907) 646-8700
205 E. Benson Blvd.; Anchorage, AK 99503
Dena Lythgoe, Northern Trust Real Estate
205 E. Benson Blvd.; Anchorage, AK 99503
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual Well
0
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
Day phone (907) 441-1339
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 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 Eagle River Engineering Services Phone (907) 694-5195
Address 10421 VFW Road, Suite 201; Eagle River, AK 99577
Engineer's Printed Name Christopher R. Wood Date t tnBD_
6. DSD SIGNATURE
r/ Approved for bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
Attachments:
HAA Checklist X
Septic System Advisory
Well Flow Advisory
nti_clTc •-
WATER AND
• Di]i1/H'11 •1
Maintenance Agreements
Supplemental Engineer's Report
Other
By 6_1Original Certificate Date: of
(Rw 01g2)
Municipality of Anchorage
Development Services Department °
�J Building Safety Division `
�•✓ On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 195650 Anchorage, AK 99519-6650
www.muN.orglonsite
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: Lot 6, Eaton Park Subdivision Parcel ID:
i1 4111tZIL1
Well type "-r. H A, B, or C provide PWSID 0
Date completed _'O° Sanitary seal (Y/N) Yes
Total depth 193 ft. Cased to 193 ft.
FROM WELL LOG
Date of test 11/15/06
Static water level 153 ft.
Well production 12 g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 ml. Nitrate 0.512 mg.A.
Arsenic: 0 mgA. Date of sample: ++nae
B. SEPTIC/HOLDING TANK DATA
Tank TypelMaterial Steel
Tank size 1250 gal. Number of Compartments 2
Well Log (Y/N) Yes
Wires party protected (Y/N) Yes
Casing height (above ground) 30 in.
AT INSPECTION
VIA
NIA ft.
N//s g.p.m.
Other bacteria 0 colonies/100 ml.
Collected by: Russell Hepner, Engineer
Date installed SON
Cleanouts (YIN) Yes
Foundation cleanout (Y" Yea Depression over tank eNN) No High water alarm IWN) Nig
Date of pumping A114 Pumper Alopr5 R 6 cp'D
C. ABSORPTION FIELD DATA
Date installed 5/4/06
Length 52 ft.
Soil rating (g.p.d.Ale or f elbdrm) 1_0
Width 3
ft.
System type Deep Trench
Gravel below pipe 5.9 ft.
Total depth 12_26 ft. Eft. absorption area 613.6 fte Monitoring tube Yes Depression over field No
Date of adequacy test 40/4 Results (Pass/Fail) 0/4 For il bedrooms
Find depth in absorption field before test /4 in. Water added N/T gal. New depths in.
Elapsed Time: o/4 min. Final fluid depth Svf*in. Absorption rate >= .01.4 g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) N/,t H yes, give date a /4•
•]� �aiE$LrIC•P:
Date installed N/A Size in gallons Ma s (YM)
"Pump on" level at _ in.'P�evf#d_=CPT High water alarm level at
Datum Cycles tested Meets alarm & circuit requirements? _
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/041alil" on lot 130'
Absorption field on lot 115'5'
Public sewer main NIA
Sewer /septic service line 117'
On adjacent lots 151'
On adjacent lots 125'
Public sewer manhole/cleanoul NIA
Holding tank N/A
SEPARATION DISTANCES FROM SEPTICAAQLDIAIQ TANK ON LOT TO:
Building foundation 21' Property line 2T Absorption field 5'
Water main WA Water service line 50' Surface water +150'
Wells on adjacent lots +150' '
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10' Building foundation 70' Water main N/A
Water Service line 35' Surface water +150' Driveway. parking/vehide SWOP 25'
Curtain drain N/A Wells on adjacent lots 140'
F. COMMENTS
Area not landscaped at the time of the as -built survey.
G. ENGINEER'S CERTIFICATION
I certify that I have determined through Geld inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in et%d on this date.
Engineer's Printed Name Christopher R. Wood
Date 11/28/06
HAA Fee $ 57- - 5Dt ('f S
Date of Payment 1'/'2-7/0&
Receipt Number 0 9oaq
(Rev. 12/01)
Waiver Fee $
Date of Payment
Receipt Number
= i_;1
Eagle River Engineering Services
Christopher R. Wood, P.E.
10421 VFW RD. Suite 201
Eagle River, AK 99577
November 29, 2006
Dan Roth
Manager, On -Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Eaton Park Subd. Lot 6
Narrative & Permit Application
Dear Mr. Roth:
(907) 694-5195 tel
(907)694-3297 fax
Eagle River Engineering Services (ERES) was asked to help close out the above inspection
report for Russell Kepner who worked for the late A.W. Murphitt.
After a site visit, review of documents, and conversations with Dan Roth on November 29, 2006
ERES has no objection to signing off on the septic system installed at Eaton Park Subdivision,
Lot 6.
We offer the following facts in support of our position:
1. The original septic design was prepared by a licensed civil engineer and approved
by the Municipality of Anchorage
2. ERES has received a letter from L.H. Construction confirming that six feet of
sewer rock was installed.
3. Russell Hepner stated that he conducted field inspections and saw the work in
progress.
4. The installed absorption area of 613.6 square feet exceeds the minimum of 600
square feet required by the Municipality of Anchorage for a 4 bedroom septic
system for the given absorption rate.
If you have any questions, or require additional documentation, please call our office at 694-
5195.
Sincerely,
EAGLE RIV ENG EERfN SERVICES
Christopher R. Wood, P.E.
Principal
\2003\06-IOOSEPTICCOSA3USTIFICATION