HomeMy WebLinkAboutOVERLOOK ESTATES #1 LT 1
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
Permit Number: .~kV' 93 ~/ ~ PID Number: ~-~ ~'~'~'~
Name: Wastewater System: ~ew ~ Upgrade
Addres,: ABSORPTION FIELD
t~ ~ 5. ~c~o~ ~/~P~V, AlS
Phone: J No. of Bedrooms:
~ ~ Deep Trench ~ShallowTrench ~ Bed ~ Mound ~ Other
I
Total Depth from original grade:
LEGAL DESCRIPTION SoilRating: /, ~ GPD/Sq. Ft.
~- ~ ~ Block: Subdivision: Depth to pipe bottom from original grade; Gravel depth beneath p~pe
TO.OShip:~(~ X ~t-~/Ran~e: ~'t~ ~ X ISectiOn: Fill added above original grade:~ Fi, Gravel length: 5¢ Ft.
Number of lines: Dislance ~tween lines:
WELL: ~'New ~ Upgrade Gravel ~ ~I~H ~ Ft. / ~/~ Ft.
Classification (Private, A,B,C): Total DeEth: Case~ Total absorption area: Pipe material: ~SF~
/f~f~ ~ ~'~ ~ Ft.~-- Ft. ~ ~ ~ SQ. Ft. ~)
Date inst~lled:
Date Drilled: ;tat[cWaler Level: Installer:
Pump Set at: Casing Height Above Ground:
~e,~: ~, ~ ~u ~W~ ~. ~ ~. TANK
SEPARATION DISTANCES ~eptic ~ Holding a S.T.E.P.
To Septic Absorption Lift Holding ~D',~c/PrivateManufacturer: Capacity in gallons:
From Tank Field Station. Tank : Sewer Lines ~~ ~ /
Material: Number of Compadments:
w., /~o' /55~ N/~ ~/~ ~5/ S7~
Surface
Water ~14 ~1t4 ~/4 ~1~ ~/~ LIFT STATION
Line /tO ~ /~ ' H I A ~ // t 70' Sizeingallons: Manufacturer:
Foundation ~1 /~/ ~/~ ~/~ ~//~ "Pump on" level at: ~~lat. I High water alarm at:
Cudain -,~
BENCH MARK
Remarks: ~ ~7~z~ ~c~,
Location and Description:
I Assumed Elevation:
ENGINEER'S SEAL
,-H'' ' '''~u~/ z ~ ~ "'?~'"'~ ..... "'~
Inspecbons' performed by: ¢ ./~-~ ~ . ;~ Dates. 1st ..... ,. ,~" ~--'"" ~;'~" ~'''-',
nd H.U.~-.. Sergices approvalt ~-~%: ~ c~-.~3~
Reviewed and approved by ' ate: ~?~:;a~ ,~u,-,?.~,.,¢~x'~'
72-013 (1/91) MOA 25
Perml! No.
SW 93-0173
Page
of 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 Wastewaler Disposal Syslem and/or Well Inspection Report
Overlook Estates, Tract A
Legal Description:
PID No.: 068-041-14
ELEVAT[DNS
(NOT TO SGALE)
~ iTOP OF WELL HEAD
A§$UMED ELE¥~ m 100.00'
m
FIELD
SCALE 1": 100'
~ - TEST HOLE
m - MONITOR TUBE
o - SEWE~ CLEANOUT
+ - WELL i
+~HH~H~-- LEACHFIELD
EASEMENT
'/2-013 A 12/91) MOA 25
SULLIVAN WATER WELLS
P.O. BOX 670272, CHUGIAK, ALASKA 99567 ,, TELEPHONE 688.2759
OWNER OF LAND T!/F/~ t~ -~fi[O~'"
ADDRESS 'C6 2 ] ,..~l/~ O ~ ~ /°t l[,) h I, JJ /l ~
LEGALDESCRI~IONT~T ~ fJd~
DATE-Started Ended
PERMIT NUMBER
!
DEl'TH OF WELL _~2~ O
STATIC LEVEL OF WATER FT.
DRAW DOWN FT.
GALS. PER HR
KIN[) OF CASING
KIND OF FORMATION
From
From (~ Ft. to
From Ft. to
From ~"g~') Ft. to
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:
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MISCL INFORMATION:
DRILLER'S NAME
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
PAGE 1 OF 1
PERMIT NUMBER:SW930173
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:TIPPAH TRUST
OWNER ADDRESS:102 S. JACKSON
RIPPLEY, MS 38663
DATE ISSUED: 6/22/93
EXPIRATION DATE: 6/22/94
PARCEL ID:06804114
LEGAL DESCRIPTION: OVERLOOK ESTATES TR A
LOT SIZE: 999999 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
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 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
RECEIVED BY:~~/~
DATE:
DATE:
Louis Butera, P.E.
Registered Civil Engineer
June 10, 1993
John Smith, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Overlook Estates, Tract A
Narrative
Dear Mr. Smith:
The proposed septic upgrade will have very limited impact on adjacent properties for the
following reasons:
The lot is a large tract allowing sufficient room for septic sites and limited
contamination potential.
2. Immediate neighboring septic systems are all +30' distance.
3. Reserve space is adequate, due to lot size.
4. Drainage will not be effected and is not a major consideration in our design.
The septic system for this lot is designed to be installed on a 33% (18°) slope. We require a
variance from the 25 % maximum as there are no areas on this tract that are below 25 %. The
33 % area is the best possible area for septic field installation based on our on-site investigation.
The soil type shows an adequate percolation rate and the slope is not overly excessive as to
where effluent surfacing would be a concern. It has been our experience that 5' wide systems
on similar slopes operate satisfactorily on existing systems in Eagle River. The slope below the
system is naturally vegetated and there are no homes or wells below the proposed site. Based
on this we would support your approval of the system as designed.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\1993\93-034A.NAR
P.O. Box 773294 · Eagle Rivet', Alaska 99577 · Telephone (907) 6944195 · Fax (907) 694-3297
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: Tract A, Overlook Estates
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
and State Department of Environmental Conservation 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, Department of Environmental
Conservation 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.
DRAINFIELD
1. The drainfield is to follow the natural land contour to maintain uniform total
depth of the drainfield bottom.
2. The bottom of the drainfield shall be level, plus or minus 1.5".
3. The total depth of the drainfield excavation is not to exceed 4.0' at any point.
4. The sewer line is to be stepped down the hill at 45 o steps to tank location.
5. The drainfield gravel is to be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth of 4' or
equivalent is to be placed over the leachfield. Insulate sewer line under
driveway.
7. The area over the drainfield is to be finish graded to prevent ponding of surface
water runoff.
8. The septic tank and leachfield must not he closer than 100' to any existing private
well, 150' to any Class "C" well, or 200 feet to any community well.
RECOMMENDED LEACHFIELD DIMENSIONS:
TOTAL DEPTH = 4.0' GRAVEL DEPTH = 2.0'
DRAINFIELD LENGTH = 52.5' DRAINFIELD WIDTH = 5'
SOIL RATING = 1.2 GPD/ft2 BEDROOM CAPACITY = 4
SEPTIC TANK = 1,000 gallon
Twenty-four (24) hours notice required for all inspections.
Revised 06/22/93
/NDBERA[£ AVALANCH
HAZARD TUNE U~TS
TRACT
A
q
~ ~/ / 100' CREEK SETBACK LOT LINE
~ - TEST HOLE
· - MONITOR TUBE
o - SEWER OLEANOUT
% - WELL
[ ', ',: ', ', ', ~ ', ', ', PROPOSED LEACHFIELD
NO KNOWN CURTAIN DRAINS EASEMENT
WELL & SEPTIC SITE PLAN ~.,..,. ........
LEGAL: TRACT A, OVERLOOK ESTATES ~,~
OWNER: FRED FORTIER ~ .4~ ........
CONTRACTOR: N/A ~~~,.
JOB ff 93-o541 DATE: 06/22/951 SCALE 1"= 100' ~at
EAGLE RIVER ENGINEERING SERWCES ~-'~ '. .,
EAGLE RIVER, AK. 99577
(902') 694-5195 ~AX: (90?) 894-339?
EAGLE RIVER
ENGINEERING SERVICES
P. O. Box 773294
EAGLE RIVER, ALASKA 99577
Phone 694-5195
JOB Overloo]~.Estates, Tract A 93-034
SHEET NO. OF
CALCULATED BY L.B, DATE
CHECKED BY. DATE
SCALE
06/22/93
(ENGINEER'S SEAL)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION: ~c'~ ~'~ ~ ~e,'/o~K £~t. Township, Range, Section:
SLOPE
SITE PLAN
1
2
3
4
5
6 ,~
7
8
9-
Gross Net Depth to Net
Reading Date Time Time Water Drop
~ " Io: o ~ '~ ~ -~ /Y/~ ~ ~"
~ " ix:s, " ~ '-~ ~ ~ '~.
WAS GROUND WATER
ENCOUNTERED? ·
IF YES, AT WHAT .
DEPTH? /~) / pO __
E
Depth lo Water After .5'.
Moniloriflg? Date: .
PERCOLATION RATE /~'. 3._ (minutes/inch) PERC HOLE DIAMETER ~'"
TEST RUN BETWEEN '~' FT AND ,-~'. b'-- FT
10-
11
12
13-
14-
15
16
17
18
19
20
COMMENTS
PERFORMED BY: '~"~'~/f¥-/~';~" ~""~"~''""~' l~,~/~~'~-~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND blUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
ENGINEER'S SEAL)
Munlclpalily of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: .F~/ /~'"'~"¢'¢' '~ ~ DATE PERFORMED:
LEGAL DESCRIP'I'~ON: ~'~'¢--~- ''~ ~ verl~K £s1'. Township, Range, Section: SLOPE
1,¢,,~-
1
2
3
4
5
6
7
8
9
10
11
12-
13
14
15
16
20
C' ,:. :::6 :' ?: ':
SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT O
DEPTH? P
E
Oeplh Io Water After ,~, 5-' K/'3'/~ 3'
Monilorlng?
Gross Net Depth to Net
Reading Date Time Time Water Drop
~ ,, ~;~ /a~,~ ~' ~" ~w"
~ ,, ~ :~¢ I~ ~.~ ~ ~ ~ ~/~" ~ ~"
PERCOLATION RATE '~' ~
TEST RUN BETWEEN ~'
(minutes/inch) PERC HOLE DIAMETER
FT AND
PERFORMED BY: ~-,e,/(~ ~'~-~ ~-~ $'~ · ~'"'~' I CERTIFY THAT THIS TEST WAS PERFORMED IN
72~ IRev. 4/~) '~--