HomeMy WebLinkAboutEKLUTNA ANCSA 14(C)(1) LT 2B
PARCEL: 052-011-15-000-97 CARD: 01 OF 01 RESIDENTIAL SINGLE FAMILY
STATUS: RENU~SERED TO/FROM~ 052-011-03-000-1 1
COOPER JULIA C EKLUTNA ANCSA 14(C) (1)
LT 2B
PO 8OX 670024 0
CHUGIAK AK 99567 0024 SITE 26450 EKLUTNA VILLAGE RD
LOT SIZE: 43,560 ---DATE CHANGED---
ZONE : R7 OWNER : / /
TAX DIST: 022 ADDRESS: 02/14/96
GRID : HRA ~ :
NOTES : REF 052-011-03 (95-45)
.... DEED CHANGED ....
BOOK : PAGE:
DATE : / /
PLAT : 950045
................................... ASSESSHENT HISTORY ..........................
---LAND .... BUILDING .... TOTAL---
FINAL VALUE 1994: 0 0 0
FINAL VALUE 1995: 0 0 0 --EXEMPTION---
FINAL VALUE 1996: 20,600 8,700 29,300 ..... TYPE .....
EXEMPT VALUE 1996: 0 0 0
STATE EXEMPT 1996: 0
FINAL VALUE 1996: 29,300
-COMM COUNCIL-
CHUGIAK
Municipality of Anchorage Page
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: ~ c?z~O0-~' PID Number: O~,~)//~'
N~: Wastewater System: ~ New ~Upgrade
Address:
7~f ~/~7 H[~ t~, ~/~. ?~5o~ ABSORPTION FIELD
) ~ No. of B~oms;
Phone:~ 5/~ ~ a Deep Trench ~ Shallow Trench ~Bed ~Mound ~Other
Soil Rating: Total Depth from original grade:
LEGAL DESCRIPTION ~ O, ~ GPD/Sq. Ft. ~, ~
Lot: ~.~ ~)~/~ Bloc~: ~'~' Subdivision~~ ~ ~epth to pipe bottom from original grads: Gravel depth beneath pipe
Township: /~: Range: / W Section: ~ ' Fill added above original g~o: Gravel length'.
Ft. Ft.
~ )Gravel~ Number of lines: Distance betw~n lines:
WELL: ~ New~/ST/~ Upgrade ~/~ / ~ Ft. ~ K ~ ~t.
Classification (Private, A.B,C): Total De~ Cased To: Total absorption area: Pipe material:
Driller:~~ Date Drilled: Static Water Level:Ft. Installer:;/~ ~ ~ Dat~;ttd~----/--
Yield: / Pump Sot at: Casing Height Above Ground: TANK
~ GPM Ft. Ft.
SEPARATION DISTANCES ~eptic a Holding a S.T.E.P.
TO Septic AbsorpQon Lift Ho,ding' %bl,~/Private Manufacturer: Capac,tyin~
Well /)¢1 /~/ ' ~IA ~/~ +25/ Material: 5r~ Number°lC°mpa'merits:
SudaCewater N/~ ~ LIFT STATION
Line ~5' ~/ ~)/ Size in gallons: Manufacturer:
Foundation ? 5' 75 / H/~ "Pump on" level at: .... ·
CuAainDrain ~/~ ¢ Pum~iectrical Inspections pedormed by:
Remarks: BENCH MARK
.ocafion and Doscdption:
I ~ssumod [Io~ation:
ENGINEER'S SEAL
Inspections pedormed by: ~ ~ ~5 Dates: 1st ~g/~¢/F5 ~%~ , '~,, ..... ,,., ,
Department of Hea~ and Human So,ices approval :~:,:: ,.:,:~.:,.:,..% t.::::.:},,~ .....
Reviewed and approved by: "~ ', '~ ......
72~t3 (1/91) MOA 25
PermitNo. _.~/,W 75~0-~,5 Page ~ of ~
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: /z, cZ- ~¢/Y¢-5,¢) -/'lZc/v' ,~J/,¢ ~ 2~ -SA'/ ,
SWING TIES:
A-c = ao;t'
B-C = 78~8'
A-D = 4%5'
A-E = 5%9'
B-E = 86L3'
PID No.:
~ - TEST HDLE
· - ~'ONITOW'TUB'E ...........................
- SEWER i CLEANOUT
~;~ - WELL ~
PROP. !LOT LINE
!SCALE 1" -=.
60'
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650~ 825 "L" STREETs ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW950035
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:COOPER JULIA C
OWNER ADDRESS:801 AIRPORT HEIGHTS
ANCHORAGE, AK 99508
PARCEL ID~5~0~e~ ~:~:~_~:~%~.~,~_\{!~
LEGAL DESCRIPTION:
T16N RlW SEC 24 (ANCSA) LT 2{'!~
PAGE 1 OF 1
DATE ISSUED: 3/28/95
EXPIRATION DATE: 3/28/96
LOT SIZE: 217811 (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 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING PREEZING
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: ~~
ISSUED BY:
DATE:
DATE:
Louis B~ltera, P.E.
Registered Civil Engineer
March 14, 1995
Jim Cross, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: .Lot 2A.-and 2B, Jutia~Cooper,Subdivision~
Narrative & Permit Application
Dear Mr. Cross:
The proposed wells and septic systems will have very limited impact on adjacent properties for
the following reasons:
2.
3.
4.
The surrounding lots are large, allowing sufficient room for septic sites.
Immediate neighboring septic systems are all +30' distance.
Reserve space is adequate, due to absorption capacity.
Drainage will not be affected and is not a major consideration in our design.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\C:\WPWIN60\WPDO CS\1995\95-016A.NAR
P.O. Box 773294 ~ Eagle River, Alaska 99577 o Telephone (907} 694-5195 o Fax (907) 694-3297
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502~0650
SOILS LOG -- PERCOLATION TEST
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
Township, Range, Section:
SLOPE
· , ENG NEER'~ ,.~EAL) ~''
~,~ 'i !"., I~,
DATE PERFORMED:
SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT O
DEPTH? p
E
Depth to Water After
Monitoring? ,D~X 0ale: ,.7{1~'/~5-'~/'
Gross Net Depth to Net
Reading Date Time Time Water Drop
3 ,z ~-,' ~ ~ ¢17~' " ~'~
PERCOLATION RATE ~, 0 2' (minutestioch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND ~' FT
COMMENTS
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE:
72-008 (Rev. 4~85)
o - SEWER OLEANOUT ,.
SEPT,C S~TE PLAN ,~
A SUBDIVISION OF ANCSA LOT 2, T16N R1W
EAGL~ RIVER, AN. 99577
(907) 694-5195 FA~: (907) 694-3297
LEGAL:
A.
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
L~ot~-2~A-amt--2B Julia_ Co~- _P.ROtaOSED
A~,gubdiv-i~'5on-of ANCSA Lot 2, T16N R1W Section 24
GENERAL
1. The well and septic plan is 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.
BED
1.
The bed is to follow the natural land contour to maintain uniform total depth of the
bed bottom.
The bottom of the bed shall be level, plus or minus 1.5".
The total depth of the gravel bed excavation is not to exceed 5' at any point.
A 2' sand filter layer shall be placed under the sewer gravel. The sand shall be
from a currently approved filter sand source.
The bed gravel is to be covered with typar fabric material.
Soil or combination of soil and extruded board insulation to a depth of 3' or
equivalent is to be placed over the leachfield.
The area over the bed is to be finish graded to prevent ponding of surface water
runoff.
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:
TOTAL DEPTH = 5' GRAVEL DEPTH = 6" under pipe, 2" over pipe
BED LENGTH = 43' BED WIDTH = 15'
SOIL RATING = 0.7 GPD/ft2 (filter required)
BEDROOM CAPACITY = 3 SEPTIC TANK SIZE = 1,000 gallons minimum
Twenty-four (24) hours notice required for all inspections.
C:\WPWIN60\WPDOCS\ 1995\95-016A.SPC
EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 773294
Eagle River, Alaska 99577
(907) 694-5195
ERES Project No.: 95-016
Calculated By: LB
Date: 3/10/95
Single Family 3 Bedroom Dwelling
Bed Subsurface Wastewater Disposal Field
Water use at 150 gallons per bedroom =
Percolation rate =
Wastewater application rate =
Required absorption area =
Bed width (W) =
Gravel depth (D) =
450 gallons
0.08 minutes per inch
0.7 gallons per day per square foot
643 square feet
15 feet
1 feet
Required length = Required absorption area / Bed width
Required length = 643 / 15
Required length = 43 feet
SINGLE FAMILY ON-SITE WORKSHEET
ERES PROJECT NUMBER: 95~016
LEGAL DESCRIPTION: JULIA COOPER LOT 2B
NUMBER OF BEDROOMS:
WATER USE PER BEDROOM:
PERCOLATION RATE:
DEPTH TO GROUNDWATER:
DEPTH TO IMPERMEABLE LAYER:
ANTICIPATED DEPTH OF COVER:
MOUND OR BED SYSTEM
CALCULATED BY:
3
150 GALLONS
0.083 MINUTES PER INCH
15 FEET OR MORE
15 FEET OR MORE
4 FEET
WASTEWATER APPLICATION RATE:
ABSORPTION AREA REQUIREMENT:
MINIMUM BED LENGTH
12 FEET WIDE BED
15 FEET WIDE BED
TRENCH SYSTEM
WASTEWATER APPLICATION RATE:
ABSORPTION AREA REQUIREMENT:
SHALLOW TRENCH OPTIONS
5 FEET WIDE TRENCH
0.7 GAL/SQ.FT
643 SQ.FT
54 FEET
43 FEET
N/A
#VALUE!
LB
USABLE SOIL STRATA
TOTAL USABLE DEPTH:
USABLE SOIL STRATA DEPTH:
GAL/SQ.FT
SQ.FT
DEEP TRENCH OPTIONS
3 FEET WIDE TRENCH
EFFECTIVE REQUIRED TRENCH EFFECTIVE REQUIRED TRENCH
DEPTH (FT) LENGTH (FT) DEPTH (FT) LENGTH (FT)
1 #VALUE! 4 #VALUE!
2 #VALUE! 4.5 #VALUEI
2.5 #VALUE! 5 #VALUEI
3 #VALUE! 5.5 NA
3.5 #VALUE! 6 NA
4 #VALUE! 7 NA
DESIGN SPECIFICS
FIELD SYSTEM: B (B=BED, S=SHALLOW TRENCH & D=DEEP TRENCH)
GRAVEL DEPTH: 1 FEET
TRENCH OR BED WIDTH: 15 FEET
LENGHT: 43 FEET
TOTAL
EXCAVATED
DEPTH:
7 FEET
Parcel I.D. #
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
GENERAL INFORMATION
Complete legal description
Eklutna ANCSA 14-C-1
Lot 2~
Location (site address or directions)
26~40 Eklutna Village Road, Eklutna
Property owner
Mailing address
Lending agency
Mailing address
Agent
Address
Julia Cooper
P,O, F~nw 670Q24, Chugiak, AK
~/A
N/A
Day phone 688-0601
99567
Day phone
Day phone
Unless otherwise requested, HAA will be held for pickup.
3
NUMBER OF BEDROOMS:
TYPE OF WATER SUPPLY:
Individual well
Community well
NOTE:
Public water
If community we71 system, provide written confirmation from State ADEC attest-
lng to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
NOTE:
Individual on-site
Holding tank
Community on-site
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev 1/91) Front MOA #21
STATEMENT OF INSPECTION BY ENGINEER
As certified by my seat affixed hereto and as of the validation date shown below, I verify that my
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is 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 in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm ?aqle River Enqineerin9 Services Phone 694-5195
Address _ P.(b. ~× 773294-~Eaale River~ AK 99577
Engineer's signature
Date
DHHS SIGNATURE
Approved for
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DH HS does this as a coo rtesy to purchasers of homes
and 'their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72~25 (Rev. 1/91) Back MOA #21
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
Environmental Services Division
825"U' Street, Room 502- Anchorage, Alaska 99,50'1. (907)343R7~( E IV [ D
Legal Description:
A. WELL DATA
Well type
Log present (Y/N)
Total depth
Sanitary seal (Y/N)
Health Authority Approval Checklist
~/ELOT-/,,//q ,,"¢/*/¢.2'/~ //-¢'~-~'/ Parcel I.D.:
MAR 27 1996
Municipality of Anchorage
Dept. Health & Human Services
If A, B, or C, attach ADEC letter. ADEC water system immbcr
Date completed fY,r4/ .~ c, 3
Cased to / q~ / Casing height (above ground)
J/~5 Wires properly protected (Y/N)
/v/lq
FROM WELL LOG
Date of test
Static water level
Well production
/
WATER SAMPLE RESULTS:
Coliform -~- ~Tv- Nitrate
Date of sample:
B. SEPTIC/HOLDiNG TANK DATA
Date installed tY/-//////~ ~ Tank size
Foundation cleanout (Y/N)
Date of Pumping ~' /
Collected by:
AT INSPECTION
7~' /--0, "7 g.p.m.
Other bacteria
// O0(Q~ Number of Compartments ~- Cleanouts (Y/N). ~/~
Depression (Y/N) A/O High water alarm (Y/N)
Pumper
C. ABSORPTION FIELD DATA
Date installed ~ ~//'/c]5
Length Z~ 3 / Width
Effective absorption area ~/~
Soil rating (g.p.d./fl2'oi''~2
......... ) 6~, '7 System type
/~' ' Gravel thickness below pipe O, ~ Total depth
~Monitoring Tube present(Y/N) )/~ Depression over field (Y/N)
Date of adequacy test ~ / ~//2 0/43 Results (Pass/Fail) ,,D/q 5'5 For '7'/'/~E~ bedrooms
Fluidde~~l~
Immediately ~ffter gal. water added (in.): __
Fhfid depth .(ins.) Minutes later:
Peroxide treatment (past 12 lnonths) (Y/N)
Absorption~ g.p.d.
If yes. give date
D. LIFF STATION
Dale installed
Cycl~tegt~
Size
"Pump ofF' lcvcl at*
E. SEPARATION DISTANCES
Septic/holding tank on lot
Absorption field on lot
Public sewer main
Sewor-/scptic service line
SEPARATION DISTANCES FROM WELL ON LOT TO:
/0'7 J
/7~/ '
: On adjacent lots
: On adjacent lots
/
Public sewer manholelcleanout ,A/f,A
~ O' Lift station
SEPARATION DISTANCES FROM SEPTIC/HOL~DING TANK ON LOT TO:
Building foundation ~ ' Property line 7c]0 / Absorption field
Water :?An/service line /Or9 Surface water/drainage ¢-/~O Wells oil a4jacent lots
/
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
!
Building foundation ,~> O Water make'service line
~ID
Surface water ,c /O0 Driveway, parking/vehicle storage arca __
Cu~ain drain fl~fl~g~ff~ Wells oi1 adjacent lots ~/OO /
/
-k JO
Property linc
F. ENGINEER'S CERTIFICATION
I cert!fy that I have deterntined thrufield inspections and review of Municipal records /}tat the above"swi'}gm.v are
in coq/brmance with MOA ILM guidelines in r~/'ect on this date.
Signature '
Engineer's Name Z~Ou/~___ ~;_ .~tO~.
Date
HAAFee $ jO0 ~
Date of Payment ~ > ~//c:~,
Rev. 8/95 OSS: haa.wk.doc
Waiver Fee $
Date of Payment __
Receipt Number
, ~iT~...,,~_~_.. CT&E Environmental Services Inc,
Laboratory Division
CT&E Ref.#
Client ~ampl~ ID
Matrix
P'WSID 0
Samph: Remarry:
Laboratory Analysis Report
9(i[016.7949 Collecte~t Date 03g25/96
Drinking Wa[er Tectmlcal Director
Parameter Rcsu~t~ ~ PgL Units Method Ai[owable Prep Analysis Init
gua[ Limits Date Date
N~trste-N ~.60 -- 0,~ mglL ~PA 353,2 03/26196 EMD
200 W. P~leF Drive, Aneho_Ka, gp,__A_K 99B18-1 6OB --Tek 1907) 562-2343 Fax (907) 561-5301
ENVIRONMENTAL FACILmES IN ALASKA, CALIFORNIA. FLORIDA, ILLINOIS, MARYLAND, M{CHIGAN, MI$5OUR1, NEW JERSEY. OHIO, WEST
05./2?/96 11:_1_0 CTg:E ESI Aiq£BORAGE ~ d,] ~94 32_'3'7 NO.?G9 PE~5
CT&E
Client ~;'mm[~lte tD JULIA COOPER 2B~ 1016-02
Tectmicalt Director
/
Sample Remarks: