HomeMy WebLinkAboutOVERLOOK ESTATES BLK 3 LT 3Overlook
Estates
Block 3
Lot 3
#068-041-17
• Municipality of Anchorage Page / of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
S W 930//) PID Number. Old- 041-/1
Permit Number:
Name:
WAKE-LA N/) (1.0NST. / NC ,
Wastewater System: >St New 0 Upgrade
,
Address:
lie- 83 Bax Zk/5 b9U1-= /21146-K /-,J/(
ABSORPTION FIELD
Phone:
691, - 553/74
No. of bedrooms:
�*
0 Deep Trench 0 Shallow Trench wed 0 Mound 0 Other
LEGAL DESCRIPTION
Soil Rating:
GPD/Sq. Ft.
Total Depth from original grade:
r
6
Lot: Block: Subdivision:
3 3 Otic e1CCK EST-
Depth to pipe bottom from original grade:
7 0 Ft.
Gravel depth beneath pipe
6"C/''.'" J'
,
Township:
Range: -
Section:
Fill added above original grade:
-t Ft.
Gravel length: 72 - Ft.
WELL: New 0 Upgrade
Gravel depth: W/D'TN
/2- ' Ft.
Number Wines:
i
Distance between tines:
6/ FL
Classification (Private, A,B,C):
PR/1/ATE
Total Depth:
Ft.
Cased To:
Ft.
Total absorption area:
85'2 SQ. Ft.
Pipe material:
3031}' ASTM
Driller: -
Date Drilled:
Static Water Level:
FL
Installer:
&> N 6E/Y, CONT
Date installed:
09/30 93
Yield:
GPM
Pump Set at:
Ft.
Casing Height Above Ground:
Ft.
TANK
SEPARATION DISTANCES
'Septic ❑ Holding
0 S.T.E.P.
To
From
Septic
Tank
Absorption
Field
Litt
Station,
Holding
Tank
=lib/Private
Sewer Lines
Manufacturer:
4NCN. TAMK
Capacity in gallons:
/ 2 50
Well
7. /
05
PR
»14
9G,
Material:
Number of Compartments:
Surfac
Water
Ali A
NIA
N/A
AI14
N1 A
LIFT STATION
Lot
Line
/o 1 r
/ 31
AIA
N �A
1 /� f
Size in gallons: I
Manufacturer:
� !1
1 A
Foundation
10,
/7
4
NI A
N/4
A// ^
/y A
"Pump on" level at:
"Pu ff level
at: I
High water alarm at:
Curtain
Drain
t ,' 4
�Y
NI AI
�1
f
�T
,t// ,t
! v �l
N/4
Pump Make a
Electrical Inspections
performed by:
Remarks:
BENCH
MARK
O' SAND r/LT /N5TAL L Elb. i-/,..,de
Location and Description:
;'ed Gro 4••-e--/ .. G/17.r-c./ve..1 Sa'r44
TOA Or WDLL i/EAD
/
S c e �rr ¢�.4- /* ,S4,10( 56 ! 1 +# ✓L/.
Assumed Elevation:
/OD t> Ft
(� `t ^ �� n Qi �� nt.-.) `
fef'( , t_ l l -.) n 0 C1i A l /loaf —
ENGINEER'S SEAL
„--b..v `tvit.
r74.. OF41a,%
0's. fa® t(, a44,,'.1-• .y�,
al r0'a• -'?r4 1 oaB' Y 0
s '�:`4� -44..o.,,,:a... A
--` o...,..,....;... f
i i
4 F •. Louis A. Sutera
4 (ft...• CE 6" •; ?�
44":48••,. o� � /....
4UROPES =,,.
rr
by: t , /2 , r S ' Dates: 1st 09/Z g/93
Inspections performed
2nd 49)30 /93
Department of H • It' and Hu - Services
4
Reviewed approved by. - I ��
/CVO?
app ova
Date Q
93
and
72-013 (1/91) MOA 25
SW930111
Permit No
Page
2 2
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: Overlook States Lot 3, Block 3
PARAMOUNT DRIVE
ELEVATIONS
(NOT TO SCALE)
+4'
+4'
1
TANK
1.5 '91.0
=FIELD
WELL HEAD__..
PID No • 068-041-17
SWING TIES
A - C = 4.2
B - C = 38.0
iA - D = 11.2
- D = 39.8
- E = 19.7
B - E = 42.8
A - F = 21.2
— B - F = 43.7
- G = 22.61
-_ :B - G = 45-.4
'A - H = 17.2
B - H = 52.5
ALL OTHERS BY
SURVEYOR ASBUILT
SCALE 1" = 60'
4-o -
MONITOR iTUOE
SEWER CLEANOUT
WELL
EASEMENT
ENGINEER'S SEAL
ASSUMED ELEV F 100.00' --
�P i 5 e
GRIGINAL ° : ..49TH �� *,'I
GROUND m
LEVEL @ 962 I ,�-.-1i 0
NO GWT / • -
00 c LUUIS A. BUTERA 4, or
80.2 #A%r CE -6736 . c_�
1.
•
91.0 , <')P 111/r/5,7 .id/r/r7.j- - �v
t11 pROFESSIONP ���+
72-013 A (2/91) MOA 25
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW930111
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:WAKELAND CONSTRUCTION INC
OWNER ADDRESS:HC 83 BOX 2415
EAGLE RIVER, AK 99577
PARCEL ID:06804117
LEGAL DESCRIPTION: OVERLOOK ESTATES BLK 3 LT
3
LOT SIZE: 49559 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
PAGE 1 OF 1
DATE ISSUED: 5/21/93
EXPIRATION DATE: 5/21/94
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 DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4329 OR 343-4681 AFTER BUSINESS HOURS
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
A TWO FOOT SAND FILTER BED MUST BE INSTALLED. THE SOIL
CONTINUITY AT BOTH ENDS OF THE BED MUST BE CONFIRMED DURING
CONSTRUCTION. _
RECEIVED BY:{�. DATE: g/`LY--
ISSUED BY:
DATE
Hash Elver' Eneaaaellang Sexwitaz
Louis Butera, P.E.
Registered Civil Engineer
May 18, 1993
John Smith, P.E.
Manager, On -Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Overlook Estates, Lot 3 Block 3
Narrative
Dear Mr. Smith:
The proposed septic upgrade will have very limited impact on adjacent properties for the
following reasons:
1. The area has large lots allowing sufficient room for well and septic sites.
2. Immediate neighboring septic systems are all +30' distance.
3. Reserve space is adequate, due to absorption capacity.
4. Drainage will not be effected and is not a major consideration in our design.
Proposed bed is on a slope that averages 18%, however there are benches which will be utilized
and the bed width is limited to 12' to avoid side cuts. There are no water table concerns.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\1993\93-018A.NAR
P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 694-5195 • Fax (907) 694-3297
NO SEPTIC +100'
114.4
100
--_15
. & ELEC. EASEMEN 84'49'58- v
10' TEL
112.1
100
WELL
FND.
REBAR
ti
WELL
LOT 5
NO SURFACE WATER +100'
NO KNOWN CURTAIN DRAINS
L❑T 6
1
WELL +1100'
•
O
63.5
I I I I I+1 -H++ -
LOT 4
VACANT LAND
TEST HOLE
MONITOR TUBE
SEWER CLEANOUT
WELL
PROPOSED LEACHFIELD
EASEMENT
WELL 8c SEPTIC SITE PLAN
LEGAL: LOT 3, BLK 3 OVERLOOK ESTATES
OWNER: STEVE WAKELAND
CONTRACTOR: EAGLE VENTURES
JOB # 93-018 DATE: 05/18/931 SCALE 1" = 50'
EAGLE RIVER ENGINEERING SERVICES
AP.O. Box 773294
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX.• (907) 694-3297
OF 4, 111
/S` ft
, * 49TH *0
i
1, LOUIS A. BUTERA
sT • . CE -6736
•
1111OF SStO ' 11:1/'
ce
Iv
Aw
Ar
41.
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: LOT 3 BLOCK 3, OVERLOOK ESTATES
A. GENERAL
1. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of Health
requirements.
4. All soil tests are advisory to the design and are to be verified or modified in the
field by the engineer.
5. All excavations and depths are advisory and are to be verified in the field by the
contractor to meet Municipality of Anchorage requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements
and to locate any adjacent multi -family wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation
requires engineer approval.
8. It is always recommended that a surveyor locate the nearest lot line position and
the location of any easements.
B. BED
1. The bed is to follow the natural land contour to maintain uniform total depth of
the bed bottom.
2. The bottom of the bed shall be level, plus or minus 1.5".
3. The total depth of the bed excavation is not to exceed 10' at any point.
4. The bed gravel is to be covered with typar fabric material.
5. Soil or combination of soil and extruded board insulation to a depth of 4' or
equivalent is to be placed over the leachfield.
6. The area over the bed is to be finish graded to prevent ponding of surface water
runoff.
7. The septic tank and leachfield must not be closer than 100' to any existing private
well, 150' to any Class "C" well, or 200 feet to any community well.
RECOMMENDED LEACHFIELD DIMENSIONS:
BED LENGTH = 7
IMUM DEPTH = 10' GRAVEL DEPTH = 12" /
:ED WIDTH = 7Li<
OIL RATING = 0.7 GPD/ft2 BEDROOM CAPACITY = 4
SEPTIC TANK SIZE = 1,250 gallon
NOTE: 2' sand filter required under leach gravel. Filter sand must be from an ADEC
approved source. Bed may be installed at any level between 2' and 10'.
Twenty-four (24) hours notice required for all inspections.
74"/R4CMA i ;moo-/- 44 e‹c.e6-7
/~ v y
11
Z2S-S s� /1 ice,
EAGLE RIVER
ENGINEERING SERVICES
P. 0. Box 773294
EAGLE RIVER, ALASKA 99577
Phone 694-5195
JOB
uverl.00x istateS LOL -1, IiLK S
SHEET NO. 93-018A.CAL
OF
CALCULATED BY C H DATE 05/18/93
CHECKED BY L.B. DATE 05/19/93
SCALE
4 BedroomCapacity
Tank size = 1,000 gallons + (4-3) (250) = 1,250
Field capacity = (150) (4) 600 gpd
Pere rate
0.24 min/inch
Length
Width
< lmin/inch ..
600 ft2 0.7 = 857 ft2
= 857 ft2 _ 12 = 72' minimum
= 12' %2/Z
use sand filter with absorption rate = 0,7
\1993\93-018ACAL
PAOOIX 207.1 /Nce.� Inc. G�0o . Mas OB21.
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "LI" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: E46q Wivr/005
3 avgaCEO(C 6Staif,S Township, Range, Section:
LEGAL DESCRIPTION: L3
SLOPE
(ENGINEERS SEAL)
DATE PERFORMED: 6-/y/61., CaferM C• 0/4T'
7-6,_e
8 00
9 — ; 'p.
pb
11—
12 —
a
13
6D
14—cy_G,
15 — <G:. :
16
17-
18-
19-
20 —
6p,,J/Ta*t sax
MeaK708
Mao" !O. Fvoh 131 to 161
WAS GROUND WATER /v0
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
SITE PLAN
S
L
O
P
E
Depth to Water After`6r Der
Dale f p /'Z
Monitoring?
egri Co 'So
COMMENTS
i .' SVti
®.s(e amu:
vai rIOFESSM•
iQdZfeaTw
4
7%
9
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
10 oI
0
6"
root-
1.o
10 IY/r6
y '"P/6
IVf$5yi
0
6r.
forirf'0fl
l•b
10' fa
4''v'
to; Igloo
0
6"
?o! 1`w
1.0
101%f6
`/ /VC
,0sto =00
O
6'-•
io=z1;0r
I_O
ion/t
/-t 146
PERCOLATION RATE 0'Z1 (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 6 FT AND _7—FT
f�U
PERFORMED BY.
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
72-008 (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE
r
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel ID.
1.
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
Dlo%- OW- Il-
COSA # -
Expiration Date:
070391f
/— 3-08
GENERAL INFORMATION
Complete legal description OVC2L. ocfc Ls747-rs / ebo&t 3 - Lor 3
Location (site address) .77syy MyeA+'i?c1✓N% M/Vic-
Current Property owner(s) 416y Day phone Co ?(- 7a( r
Mailing address
Lending agency
Mailing address f
Real Estate Agent A./Cera,Vtc
�* ori.
Mailing Address E d F
Day phone
Day phone ‘ZZ - 3.Yr/ c f
Lt`tle- /2/r/Pr-
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
❑0
TYPE OF WASTEWATER DISPOSAL:
0
0
Individual On-site
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 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 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 Nor'Hi ere Enl.
Address 70 gate 7707af
Engineer's Printed Name ,�S'7P.4„f,1
5. DSD SIGNATURE
Approved for %-/— bedrooms.
Disapproved.
Phone (S'y 702p
Date /07* 7
I% -,T..11- gS t
.._
A a
a ;4S�v�;•- :r:
.41
ire• •• .••.....••p
it
I• O
17e c •Steven W. Eng .'
c IPP % • PE 6256 .•.�'.r
t 4.
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
`1/4P��SYf 0/F�gNc%�e�
J2' Ofd CITC
E i WATER AND . m
-- : WASTEVVATtK
PROGRAM .
Attachments:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
BY: "V/
(Rev.11)05)
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date: / 0 — 3 - 0 7
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 198850
Anchorage, AK 99519-8850
www.munl.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: ()Vert odlaml- £'t ft t 133 L 3 Parcel ID: 0 G 0 - 0 ti -1 - /
A. WELL DATA
Well type P If A, B. or C provide PWSID # _ Well Log (Y/N)
Date completed tit" Sanitary seal (Y/N) y Wires properly protected (Y/N) y
Total depth2(O ft. Cased to //,‘ ft. Casing height (above ground) 2 c f in.
FROM WELL LOG AT INSPECTION
Date of test efts f/. R710 7
Static water level tk`r ft. fy' 1 ft.
G
Well production /Q g.p.p''h. 2. if g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mL Nitrate % Ut mg/L Other bacteria O colonies/100 mL
Arsenic: 1915 mg/I cn,21- Date of sample: 9/10/0 7 Collected by: Nnr ff ti.+- CU
B. SEPTICIHOLDING TANK DATA -�
Tank Type/Material 4n g a 9 • /Z . . k/S7 z& Date installed Vs OM?
Tank size /ZSO gal. Number of Compartments 2- Cleanouts (Y/N) /
Foundation cleanout (Y/N) Y Depression over tank (Y/N) Af High water alarm (Y/N) ILI
Date of pumping elft/7 Pumper a IZs
C. ABSORPTION FIELD DATA
Date installed 1/3°/75 Soil rating (g.p.dift2 or ft2/bdrm) 0. 7 System type dent
Length 702 ft. Width / 2 ft. Gravel below pipe 0. -s ft.
Total depth C ft. Eff. absorption area t7ft2 Monitoring tube Y Depression over field
Date of adequacy test %/a7/07 Results(Pass/Fail)i'ass f For y bedrooms
Fluid depth in absorption field before test 0 in. Water addedfO1 gal. New depth 0 in.
Elapsed Time: min. Final fluid depth 6 in. Absorption rate >= CO 0 g.p.d. t -
Any rejuvenation treatment (past 12 mo.) (Y/N & type) a,t/ fc. If yes, give date
D. LIFT STATION /11/4-
Date
1 /4 -
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off" level at in High water alarm level
Datum Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot /Q0 /f
Absorption field on lot /00 't
Public sewer main
At/et
Sewer /septic service line ..5V fit'
Animal containment areas
/0a r
Meets alarm & ci . t requirements?
On adjacent lots
On adjacent Tots
too
/00 Cc-
Public
t
in.
Public sewer manhole/cleanout NAI
Holding tank ,kr A9
Manure/animal excrete storage areas /00 r„•
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
r / r
Building foundation .� 'r' Property line /0 • Absorption field .511-
Water main A//4 Water service line •50 '' Surface water 70°14 -
Wells on adjacent lots //0 Ce
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line / o Crr
Building foundation /o Cr Water main Nt1
Water Service line 50 t.f" Surface water /0 0 r'` Driveway, parking/vehicle storage 2 r CPI
Curtain drain 414 Wells on adjacent lots /00 /41-
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 CSG
Date
/0/V07
VIAL%
* Isom
9 4 ......5teven V4 •
• •��
VV."
W. Eng ,'1
s'•. PE 6256 j
COSA Fee $ 5'30 -
Date of Payment /010;-/o
Receipt Number 05.35"0
(Rev. 11/05)
Waiver Fee $
Date of Payment
Receipt Number