HomeMy WebLinkAboutEAGLE VISTA BLK 1 LT 6t
#050-711-06
Municipality of Anchorage N -,
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 3
www.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number:.5k)6!�O fes.' PID Number: Q5-6--7-11—cc
Name:
lRlkj,c 0(wAf gtJfe 00P Wastewater System: New ❑Upgrade
Adtlres::
0. 77aC1l/ ,ietva,4
ABSORPTION FIELD
Phone:.2^ 9- 9e6l' Number of Bedrooms:
7
cep Trench O Shallow Trench
O/�
O Bed p Mountl 13 other:
LEGAL DESCRIPTION
Soil Rating: /Y\ (y�
0, o GPD/FP
Total Depth from original grade:
s
.clock: / Lot: ` Subtliv aiDepth
6 Lr- V/
to pipe bottom from original grade:
5 Ft.
Fl.
Gravel depth beneath pipe:
Township: Range: Section:
„7
Fill added above original grade: 4-
Ft.
Gravel Length:
Fl.
-5-7 Ft.
Well: New El
Gravel width:
F,,
Number of lines: Distance between linea:
Cla � ya Total M:_ Cased to:
Ft.
Total abaoiption are /
FL
Pipe Mate q p
^J^
Fe
` rJ Q-?lc
Driller /✓�� DetgIl.d: glag< al :F`.
•iKdl'•
Inet.11.r:�A�
Datelnetelled6 a5/Q�.
Yield (y�
6 GPM
Pump aet eta: jt'
`/6
Casing Height Above Ground:
2
TANK
Ft
Ft.
SEPARATION DISTANCES
Septic ❑ Holding ❑ S.T.E.P. Cl Other:
To
Septic
Absorption
Lift
Holding
ublic/Private
lecturer
apauty:
From
Tank
Field
Station
Tank
Sewer Line
�/., dk-
/660 Gel.
wellQQI�,
/qtr
-
-
/artft,
V
Material:
S neEl-
Number of compartments:
v` J
surface Water
/ p ff `f
ma
—
LI T STA N
Lot Line
517 t
56+
-
-
1ZB:
a acturar'.
Gal.
Foundation
'5'f- a
f
!, Q t
-
-
'Pump on' le et:
"Pump oM b at;
High w r alarm at:
la
in.
- in.
Curtain Drain
I
A/
d
N/('.X/�
PumpM e6 Motlal
Elactri IlnepeNon rtormetl by:
Remarks
BENCH MARK
Location and Desaipuon:
7-0r aF Fa wo,gT�w�s r,J,�u
Assumed El.vabon:
loci Ft.
S
�
'j OF 441. 1�
.!
P •e'��9 �I
I, f-;fi
Inspections performed by: /V 6fh Qin Enc , Dates: 1" (o• e2 0
0* t
w eee 9 14—N ,,,• .aa., .• a
rid124 0�
Development Serv'ces Departmmeent A roval
rLj sSteven
ees v9
a
Reviewed and approved by: 0— Date: — 0-0AR
(Ra.. hoot
�If``9 a'•. •'.����
1 PO '•••••••
,�,
1000 Gallon
North M.T./C.O:
Slope < 15%
T
North M.T./C.O.
South M.T./C.O.
Tank C.O. 1
Tank C.O. 2
Dual C.O.'s
F. C.O.
Septic System Construction
Does Not Preclude Adjoining
Lots From Sanitation
Improvements.
House
est Hole 2
c(egnouts
'wwr
& M,T,'
outh M.T./C.O.
ternate Trench
A
B
26
40
69
38
39
25
40
29
42
25
34
7
EAGLE VISTA S/D
NORTHR/M
ENGINEERING .* LOT
6, BLOCK 1
LOT PLAN
17237 Bear Pow C*V# ;; a "w
Eoy. RhW Afoaka 99577 a -.+n.
1' = 50'
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AS -BUILT LOCATES
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' FROM : MICHREL OUINI CONSTRUCTION PHONE NO. : 907 6944956 Jul. 22 2004 10:12RM P2
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Cerhtieb Mn'tling log
by
woomal
SULLIVAN ®DATER WELLS
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a A%ta W Depatrnere of Health & Human SWVkA s andfor oeparuner7t of Bwborrrrentat Conmvaran. Maru aer main
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,. MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 6 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: Jun 14, 2004
Expiration Date: Jun 14, 2005
Permit Number: SWO40186 Parcel ID: 050-711-06
Legal Description:�!Eagle Vista S/D Block 1 Lot 6 -
Design Engineer: 0838 North Rim Engineering Site Address: Eagle Vista Drive
Owner Name: Mike Quinn -Builder Lot Size: 97178 SO. FT.
Owner Address: Eagle Vista Drive Total Bedrooms: 3 Permit Bedrooms: 3
Eagle River, A 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 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
Issued By:
Date:
Date: ��1�
•
Municipality of Anchorage
• Development Services Department iLIZ--
�
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.cl.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FORA SINGLE FAMILY DWELLING
Parcel I.D. bso- 7-//—d & Permit Number SW
Property owner(s) *6 1Qr/r._f/r.r — /fU("Day phone 41A41-
Mailing
/41-Mailing address (1) f4CQ 21vc�'olt
Mailing address (2) Zip Code 1 c,V77
Legal description (Lot, Block & Sub'd.) EWL6 V(,YT4 -S% j LOT �� noc-
Legal description (Section, Township & Range)
Lot Size ! 7 / V- &am/Sq.Ft. Number of Bedrooms 3
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 ownVor authorized agent)
Permit Fees: 6 �o
Date of Payment: G 14I h
Waiver Fees:
Date of Payment:
Receipt Number: Z 0 Receipt Number:
(Rev. 12/00)
NorthRlm Engineering
17237 Bear Paw Circle
Eagle River, AK 99577
907-694.7028
907-830.4186
June 9, 2004
Joe Goodall
MOA On -Site Water & Wastewater Program
4700 Bragaw St
Anchorage, AK 99519
RE: Eagle Vista S/D, Lot 6, Block 1, Eagle River
Dear Joe,
Please review the submittal for the water & sewer design for the proposed single family
home. The lot is under development and will be served by a private water well. This
subdivision is composed of large lots. The area to the east and south is undeveloped. The
soil tests revealed excellent material for a septic system; no adverse impacts are expected.
General drainage is to the south toward Eagle River. I have included design plans &
specs, design guidelines, & soil tests. If there is need for additional information or
clarification please give me a call.
Sincerely,
Steven W. Eng, PE, P
Design Enclosures
N H
1 F� JNEERING Eagle Vista SO, Lot 6, Block 1
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: This is a single family home projected at 3 bedrooms. This
requires a 1000 gallon septic tank. This lot is large; about 2 acres. No adverse impacts are
expected from development. The neighboring subdivision tracts & lots are also very large
as shown in drawing. The proposed water well is located on the drawing as are the
neighboring wastewater systems. The area remains undeveloped to the south and east. No
conflicts to any neighbor lots is anticipated. Excellent soil for a septic system was found; a
silty sandy gravel with low silt content. The system utilized a 5' wide trench with
allowable reduction factor. An application rate of 0.8 GPD4-P with 0.5 reduction factor
for utilizing a 5' wide trench. Monitoring revealed no groundwater.
Specification Requirements: All components and work must comply with the
Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water
Regulations and Wastewater Regulations.
• Two compartment septic tank
• Watertight couplings on inlet & outlet
• 5 foot minimum between the tank and bed. 10 foot to property lines.
• 3 feet of cover or insulation is required for trench; an equivalent of V insulation for
each foot soil cover.
• Tank & solid pipe must be set on well compacted, stable soil
• 4 inch diameter cleanouts with airtight caps are required i to 4 feet from foundation
wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two
adjacent opposing cleanouts between the tank and the absorption field, not more than
10 feet from the tank positioned to provide cleanout access towards the tank and
towards the absorption field.
• All cleanouts must extend to at least ground level
• In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron
• Trench to be placed level, minimum of 4 feet to groundwater, 6 feet to bedrock from
drain -rock
• Drain rock to be'/: inch to 2'h inch screened. Drain rock to be distributed uniformly
throughout the trench.
• Perforated pipe to be installed level with perforations down
• Silt barrier (filter fabric) to be installed above the drain rock
• Smeared trench sides must be raked or scarified before drain rock placement
• Backfill over drain rock must not be less than 36"
• The finish grade must be mounded to promote drainage over the bed
• Insulation must be placed over any pipe installed under driveways or parking areas
• Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789,
ABS ASTM D2661,
• Sewer Service Line is minimum 28/o slope
• Septic Tank to be pumped every two years or when required
0 Insulation board to be extruded direct burial polystyrene (Dow Styrofoam IR or equal)
Septic System Construction
Does Not Preclude Adjoining
Lots From Sanitation
Improvements.
House Site
_.Test Hole 2
Opposing Cleanouts
7 Absorption Trench
/ Slope < 15% Cleanout & M.T.
Test Hole 1
lternate Trench
DESIGN NOTES:
1. Total Depth of Trench is 7.5' from
surface at south trench line. Terrain slopes south.
2. Sewer Service Line minimum 2% slope.
3. Trench is Minimum 10' from Lot Line.
4. Lots Served by Private Water Wells.
.•w'n a
Q
NORTHRIM�"
EAGLE VISTA S/D
LOT PLAN
ENGINEERING
17237 Boor Paw Circle er. " •'t
Eagle River. Alosko 99577 °l --an •.
'•......
LOT 6, BLOCK 1
1• = 50'
6/8/04
EET:
1/4
OF V
NORTHRIM *�49 ., *
ENGINEERING
EAGLE VISTA S/D
AREA PLAN
17237 Bear Paw Clyd4o
Eagle Riw. Alaska $9577 . a•..•..�'
LOT 6, BLOCK 1.
1:
6/8/04 2/4
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S❑ILS LOG — PERC❑LATI❑N TEST
Date Performed; 5/12/04
Performed For Mike Quinn
Legal Description: 16, B1 Eagle Vista
DEPTH
(FEET)
i -
2
3 - `Q
4 -
5 -
6 -
7 - Q
8 -
10 -
11
12 -
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
21 -
Organic T.H. Location= See Attached Design
Groundwater? Yes
GM Depth wet
Silty Gravel Water Depth
After Monitorino.None Dates '3/19/04
#
Date
Gross Time
Net Time
Depth
Net Drop
1
5/28
0
--
8'
--
2
5/28
10
10 mir.
6.75'
1.25'
3
5/28
40
--
8.5'
--
4
5/28
50
10 mir.
7.25'
1.25'
5
5/28
80
--
8.5-
6
5/28
100
10 mir.
7.25'
1.25'
Percolation Rate 8.0 min./inch Perc Hole Diameter _66'
Test Run Between 3' and 4'
Comments;
Performed By NorthRim Eng, I _
Performed in Accordance with All
ON THIS DATE. DATES 6/8/04
y CERTIFY THAT THIS TEST WAS
to/Municipal Guidelines in Effect
OF
NOR THRIM
TESTH❑LE LOG
T, H. 1
ENGINEERING
17237 Bear Pow Clrals y,,, M • , '
tbo* Rlw; Afawka 99577 ••. a ..
•
GE❑TECHNICAL
6/8/04 i of 2
S❑ILS LOG - PERC❑LATI❑N TEST
Date Performed; 5/12/04
Performed For: Mike Quinn
Legal Description: L6, 111, Eagle Vista
DEPTH
(FEET)
1 -
Date
Gross Time
2
Depth
Net Drop
3
5/28
0
4 -
8'
--
5
-
10
6 -
6.5'
1.5 '
7
-
Q
8
-
--
9
5/28
50
10 -
7.5'
1.5 '
5
5/28
z: V.
11 -
1 9'
--
12 -
5/28
100
13 -
7.5'
1.5 '
14
15 -
16 -
17 -
18 -
19 -
20 -
21 -
Organic T,H. Location: See Attached Design
Groundwater? Wet
GM Depth
Silty Gravel Water Depth
After Monitorino.none
Date: 9/l9/n4
#
Date
Gross Time
Net Time
Depth
Net Drop
1
5/28
0
--
8'
--
2
5/28
10
10 mir.
6.5'
1.5 '
3
5/28
40
--
9'
--
4
5/28
50
10 mid.
7.5'
1.5 '
5
5/28
80
--
1 9'
--
6
5/28
100
10 mid.
7.5'
1.5 '
Percolation Rate 7 rain./inch Perc Hole Diameter 6'
Test Run Between 3' and 4'
Comments:
Performed By NorthRim Eng, I
Performed in Accordance with All St
ON THIS DATE. DATE: 6/8/04
CERTIFY THAT THIS TEST WAS
/Municipal Guidelines in Effect
O
k
NORTHRIM ��"`
q ..
TESTH❑LE L❑G
T. H. 2
ENGINEERING
17237 Boar Pow Clod* y('�'r
£agfs It wr, Alaska "577 a ,.• •
.•
••
GE❑TECHNICAL
6/8/04 2 of 2
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.cLanchorage.ak.us
(907)343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. Deb HAA # M bOA
«; Expiration Date: µ — 0- O— O S
1 f4tRZ 1L INFQWATION
,3 gftplete legal des6di ion LGi�{6'L E �4z i► „ 44sr k t. L oT e
Location (site atldreSsbrzdiredsjs�? jC—WIE V I.s77.4,?r-fEc4—
Current Property own' ) ,M1kE t�y r c W Day phone Z2 % 4e 96-
Mailing address,, a j P.O. 66ec 7 7.?Kel / E. -AX' _ oe onve
Lending agency Day phone
Mailing address
Real Estate Agent
Mailing Address
D EE QJGvt/ Day phone
Unless otherwise requested, HAA WHI be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
in
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
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 FirmXORUh&/±f F_n/4' Phone 9y %Q.?d'
Address f=7 &i4ye rfa e/leL'lF
Engineer's Printed Name �5TE4E zFAJ C Date /I/BOOS
rr Gj .�i1 � { •'����
S. DSD SIGNATURE
�I M: •••�s, W.Approved
3
6•� PE 6256 J..Z.�r�
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bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
dtHt..... ..OF%&
j
Additional Comments ON-SITE '- 'r7` . _11NATPR AND , ^n
4 : WASTEWATER
V
•
Attachments:
HAA Checklist X Maintenance Agreements
Septic System Advisory Supplemental Engineer's Report
Well, Flow Advisory Other
By:(jV. d�04�l Original Certificate Date: — 0
(Ray. 01/02)
Municipality of Anchorage �E
• '� Development Services Department
Building Safety Division °
On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: /=� 4 F %,-/S1i4 B'L BCA 1 L_07 Parcel ID:Q ✓`O
A. WELL DATA
Well type L If A, B, or C provide PWSID # _ Well Log (YIN)
Date completed 4�Q �ol Sanitary seal (YIN) Wires properly protected (YIN) 7y_
Total depth ZZSft. Cased to 22N ft. Casing height (above ground) z in.
FROM
//WELL LOG AT INSPECTION'
Date of test 044
�
Static water level ��s ft. ft.
Well production �' g•p.m• g•p.m•
WATER SAMPLE RESULTS:
Coliform _colonies/100 ml. Nitrate 1�2emg./I. Other bacteria Q colonies/100 ml.
Arsenic: mg./I. Date of sample: �aS Collected by: &QRZ?�JZ 4 15A -
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material 4M! 04&4 7r—"k�S% FAL Date installed
Tank size /ODG gal. Number of Compartments Z Cleanouts (YIN)
Foundation cleanout (YIN) Depression over tank (YIN) 14 High water alarm (YIN)
Date of pumping ii4Ett-� Pumper ly6AA
C. ABSORPTION FIELD DATA
Date installed -7 N Soil rating (g.p.d./f:2 or ft2/bdrm) � System type T'.ZE.JQ FF
�7
Length ft. Width S ft. Gravel below pipe 4 ft.
Total depth L ft. f Eff. absorption area Te? ft2 Monitoring tube Depression over field Al
Date of adequacy test /416Results (Pass/Fail) __Z w 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 >= — g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) If yes, give date
■
E.
Date installed Size in gallons anhole/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 re irements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot /06 / f On adjacent lots l o O / 41-
Absorption
F
Absorption field on lot /60 f On adjacent lots /00 v'L
Public sewer main Public sewer manhole/cleanout ey
4L4
Sewer /septic service line /Da f Holding tank
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
i
Building foundation s �� Property line _,100 /,` Absorption field S
Water main A114 Water service line /d �f Surface water /00 ' A
Wells on adjacent lots /DO
�t
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line .sa ,?- Building foundation /Q "," Water main 10VA
Water Service line O /* Surface water /60 'f Driveway, parking/vehicle storage
Curtain drain A11,4 Wells on adjacent lots 40 "'t
F. COMMENTS
CERTIFICATION���
'"'••"S
G. ENGINEER'S
.•
1p
••
1 certify that / have determined through field inspections and
a +g" �mrl x• V
review of Municipal records that the above systems are in
000. •
conformance with MOA HAA guidelines in effect on this date.
Engineer's Printed Name STF!/L�
u^�, •"" PE 6255 ,•,��m
Cr�NG••...•. `�
Date,/aS
''4
HAA Fee $ 5� "�" Waiver Fee $
Date of Payment �� dJ Date of Payment
Receipt Number Receipt Number
(Rev. 12/01)
0
ti
ASBUILT SE4IARD h ASSOCIATES LAND SURVEYING A4-082!
1 HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALE: 60� �oawa�►
FOLLOWING DESCRIBED PROPERTY ,^�� , OF At°04
r.W« /iisr;p' DATE:
AND THAT NO ENCR64C4MENTS EXIST EXCEPT AS x
INDICATED. IT IS THE RESPONSIBILITY OF THE ire H "' +0
OWNER TO DETERMINE THE EXISTENCE OF ANY GRID: • • • . • •
EASEMENTS, COVENANTSv -OR 'RESTRICTIONS ' 0E19_lr.... ..�
WHICH DO NOT APPEAR ON THE RECORDED SUBDI- Q Sword Doone M6r1rk
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB: f + •• Ls- S
18
ANY DATA HEREON BE USED FOR CONSTRUCTION'; • •••. ••.y1�
OFFENCE LINES, OR FOR ESTABLISHING BOUND- * � ..'
ARY LINES. DRAWN:
i
