HomeMy WebLinkAboutELMORE BLK 1 LT 3AImor
lock I
Lot 3A
018-171
-61
Municipality of Anchorage
Development ~ervl~ee Department ~"-"': :-~"'
.:: ~-_- ..(o
On-Site W~ter & Wastew~ter Program, 4700 South Bmgaw St.
www.ci.anchorage.ak.us (907) 343-7904 Page
On-Site W~mtewater Dlep<mel System end/or Well Inspection Report
Permit Number. SW010209 mD Number. 01 8-- 1 71 --61
Name:ZOE HAWKINS Waeteweter Syetem: [] New · Upcjrode
Addro~:
P.O. BOX ~ 4055O * ANCHORAGE, AK 9955~4 ABSORPTION FIELD
Phone: No. of Bedrooml:
(:907) 557-27.57 6 n r~.p Tr. nch· Sho,o~ Tr.nch O Sad OUou.d
LEGAL DESCRIPTION o.8o ~,, ~ 5.5 (MAXIMUM)
Lot: Block: SubdM.ion: IXpth to i~m ~ fro~ ~ gr.4~ ~ d~pth ~ I~1~:
3A 1 ELMORE 1.5 (MAXIMUM) ~. 2+
Townehip: Range: Section: I'1. added Mxwe od~inM gn:d.: ~.vM ~
- - - 1+/- ~ 1~o'+
WELL: (3 New [] Upgrade ,5 ~. 4 155.5 n.
J 1143 ~ r,. D 5034/ F-810
~. A+ HOME SERVICES 7/5-10/2001
SEPARATION DISTANCES ·s.,,t,c ,-,.o,,,,,g ,-,S.'T)-.P. ~O',h.,.
To Sep,.c ~n~.fl°" St~.~o.LIft Ho~ang. rank ~S,~.,'~ ANCHORAGE TANK 2000
;'rom Tank
we, 100'+ 100'+ - - 25'+ STEEL 2
s,,,oc, wot.,. '~oo'+'~oo'. - - - LIFT STATION
~o~u.. 5', ,o'+ - - - '"'-- I~~/'''''~
Foundotion5'+ 10'+ - - -
Curtain Drain - NONE KNOWN ---
I
Remarks: THE EXISTING SEPTIC SYSTEM WAS BENCH MARK
COMPLETELY ABANDONED PER U.P.C. DOOR THRESHOLD - EAST SIDE - ON BACKDOOR
BY SOUTHEAST CORNER OF HOUSE.
I"'"" ~ 105.57
2nd.Sth 7/'5-10/01
Department of H®altl~._n.~.._ .. ~u~a~~a approval
Reviewed and approved by:~.~l~ D~ ~://' ~ -O/ ~?°-~ ~_~o ~,,,~o~_,=~~' ........ ' - $~'~
PERMIT NUMBER: AS ~ BUILT D RAWIN G PARCEL. ID NUMBER:
SW010209 018-171-61
A
DBL1 61,02 63,.60
DBL2 61.04 64.88 DE ARMOUN ROAD
E'I'I 102.58 154,52
ST2 112,87 168,25
DaL3 114,41 170,62
I DBL4 115.44 171,57 ... -.'-- "~ ~
I ~1 140,82 198,32 / ~ ~ ~
I FS2 139.95 198.02 / j
FS3 173.4~3 23,").58 /
I COl 13;Lt~3 191k88 /l
I MT1 13~t.: ! 1911,41 /
CO2 11~1.';t 18!k00 /
I brr2 11 '/.4~ ) 18'/,41
j c03 150,4:2 ::10,60 / '~
MT3 1 ::12.63 /
MT4. 131.63 ', :02.35
C05 171.90 2.34.71 /
MT5 172.58 236.56 / j
1 C06 155.04 227.50
i
MT6 152.81 224.71 !
. I CO7 185.79 250.35 /
_o I MT7 182.76 247.16
COB 169.93 242.61
I MT8 172.94 245.52
- .-"' "'"' , r-' ~"rE s,Tc '~7.5 rA
I I / F'EET BY 17.5 F'[E'T
; t / ~N~rEx BED EX STli~G SIX
NEW DRAJNFI[/~~ I\/ BE:DRCX)M HOUSE B
' I ,k'l~l ! I I I L----J / \. J
· . !! ,, ,,, -~ - .
I , P.., ~ _
I / / ~,,u,,~ ~r~]) ~--FENCED AREA
/ "INSTALLE. D F1.OW
~.ST.,',U.~ FLOW SPLrrrER (rs2)
sPLn"r~ (rs3) I'~
I
i
.... ?/27/2oo~
)RAWN BY: /I.
ALASKA WATER & WASTEWATER ~..~.. :
........................... CONSULIANT$. lNG ...........................
ZO[ HAWKINS 5~7-2757 2 OF ~ ~_ ".~ef~r,~i ~. ~'N,~',,/
,,~,, o.c,,,~o.: ~'i'...I c'~1-7953 ....'
£..o,£ su,,,v,s~o,~ ~o~ ~^. ,.oc~ ~ ,~.,:.:-....'....~ ....... ..':o~.~
AS-BUILT OF SEPTIC SYSTEM UPGRADE
~" "~' AS- BUILT DRAWING
SW010209 018-171-61
ST1 ~NAL GRADE - 96.~
TOP OF T~K AT~ ~
,N~ - ~~ T~K AT
.
N~ 2000 GALLON
~ ~ ~N~ SEPTIC TANK ~ I~ OF BU~ AT
J ~~~ j MIDDLE
~[ ~ ~TERN
~ TRENCH
~/2~/2oo~
~~ WATER & W~TEWATER ,~ / .
CONSULTANTS, INC. N.T.S.
ZOE HAWKINS 557-2757
~ D~N: .,2
AS-BUILT OF SEPTIC SYSTEM UPGRADE
MUNICIPALITY OF ANCHORAGE
Development Services Depertment
On-S/re Weter & Westeweter Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Jun 26, 2001
Expiration Date: Jun 26, 2002
Permit Number: SW010209
Legal Description: Elmore, Block 1 Lot3A
Design Engineer: 0041 AK Water & Wastewater Consultant
Owner Name: Zoe Hawkins
Owner Address: PO Box 140330
Anchorage, AK 99514-0330
Parcel ID: 018-171-61
Site Address: 4350 DeArmoun Rd.
Lot Size: 161718 SQ. FT.
Total Bedrooms: 6 Permit Bedrooms: 6
This permit is for the construction of:
'v" Disposal Field ..v'I' ~ Septic Tank ' Holding Tank [ i Privy ~i i Private Well [~ I 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:
Issued By:
Date:
Municipality of Anchorage
Development Services Department
Building Safety Dlvl~
On-Site Water & We~teweter Program
4700 ~:)uth Bmgaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.d.anchorage.ak.tm
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Pamel I.D. Z,:)I~"
Permit Number
Property owner(8)
Mailing eddres~ (1)
-Mating. address (2) ~ P~,~ [~,"[.
Legal description (Lot, Block & Sub'd.) LOT 3A. BLOCK
Legal description (Section, Township & Range) N/^
Lot Size /~,/'7/~ Acres/Sq. Ft.
THIS APPMCATION 18 FOR:
Sewer only r-I
Sewer and Well ['-]
Sewer Upgrade ·
THIS PROPERTY CONTAINS:
Hot Tub [--I
Swimming Pool ['-I
Therapy Pool
ZOE HAWKINS
P,0. BOX 140330 * ANCHORAGE. AK
Day phone 337-2756
Zip Code
1: El_MORE SUBDIVISION
99514-0330
Number of Bedrooms
Well Only [--I
Water Storage I-']
Jac-~,-~i ~]
Water Softening Unit [-']
I certify that the above Information is correct. I further certify that this application 18 being made for a
Single Family Dwelling and is In accordance with applicable Municipal codes.
ALASKA WATER &: WASTEWATER CONSULTANTSr INC.
Permit Fees: , .~;)
Date of Payment:
Receipt Number:.
Waiver Fees;
Date of Payment:
Receipt Number:.
ALASKA WATER & WASTEWATER
.... ~ ' CONSULTANTS, INC. ~ ~ ~ ""
June 13, 2001
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Reft Proposed Septic System Upgrade Design for Lot 3A, Block 1, Elmore Subdivision
To whom it may concern:
The existing 6 bedroom house is served by a private well and septic system. The existing septic
system is in a state of failure and the existing septic tank has collapsed. Two test holes were
excavated in the area of the proposed septic upgrade. The proposed septic system will be
designed around the 30 foot radii of these test holes. We are proposing that a 2000 gallon septic
tank and five foot wide drainfields be installed. Comments regarding the proposed design are
summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoringt
and the percolation test results. It is our opinion that an application rate of 0.8 gallons/day/fi':
should be used.
2. TRENCH DESIGN:
a. Percolation Rate: 5.45 minutes/inch
b. Allowable Application Rate: 0.8 gallons/day/ft2
c. Number of Bedrooms: 6
d. Design Flow: 900 gallons per day
e. Minimum Absorption Area: 1125 ft2
f. Total Depth: 3.5 feet (maximum)
g. Effective Depth: 2 feet
h. Width: 5 feet
i. Reduction Factor: 0.70
j. Minimum Length: 160 feet total length (4 ~ 40 feet long each)
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
k Effective absorption area = 1143 fi2
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade.
4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average
topography of this property is a 4 to 5 percent running from approximately northeast to
southwest; in short, there are no slope concerns. The trench is to be installed parallel to slope
contours.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, two soils log, a topographical
drawing, and a 7 page construction specification letter which are all part of the design package
for this septic system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
DE ARMOUN ROAD
, /
I /
/
I /
/ /
/
/
/
/
SIX
BEDROOM HOUSE
LOT 2. BLOCK 1;
D.uoR£ S/D
LOT 9, BLOCK 1;
·
/
/
~ PROPOSED SEPTIC
UPGRADE. SEE DESIGN
LOT 5, BLOCK I;
EL.MORE S/D
PAGE 2 OF 2.
SHOSHONI AVENUE
ALASKA WATER & WASTEWATER
6/1~/2001
BY:
1" = 100'
PAGE NUki~F.~:
1 OF2
-7953 ..'
OF WORK:
SITE PLAN OF SEPTIC SYSTEM UPGRADE
LEGkL OESCRIPTION:
ELMORE SUBDIVISION; LOT SA, BLOCK 1
GENERAL LOCATION
OF SEPTIC SYSTD~
FOR THE BARN.,
,, CONSULTANTS, INC.
PREPARED FOR PHONE NUMB~R:
ZOE HAWKINS 537-2756
LOT 6. BLOCK 1;
ELMORE S/D
B.S.G./J.L.M.
\ NOTE: THE CONTRACTOR SHAI~L HAVE THE 100 FOOT WELL
\ RADIUS, AND THE SOUTHERN~F-.~EME~ FLAGGED BY A
DE ARMOUN ROAD REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION.
I I I /
I / /
I / / ,
/ /
I /
/ /
--' J r-- ALTERNATE sn'E. 17.5
~ "- PROPOSED DRNNFIELD UPGRADE. J / FEET BY 17.5 FEET
' EXCAVATE FOUR TRENCHES THAT ARE 5.5 '. / ADVANTEX BED ~'VI~NG SIX
I FEET O(;P ~X~UUU BY S FE~T HOE BY ~/ "~":~ Nh-SE
, 40 FEET LONG EACH (160 FEET TOTAL ~ ~ p~n~rn 2000 i
~ ,;.~m). AGo 2 FEET OF C~, W~S. EDp I C~i:~.'-S'~C T*.K /
SEWER DRNNROCK. INSTALL TRENCHES / \ I' ~ ~',n
' PN~J..L[L TO St. OPE: COm'OURS / ', / /'""'
',,~, ',X\ \X,, \~ ~/, / ~//~%~,~,.~.~,c~,ONED. ,
' ; j///
I
_ L __ 1 ........ ~--."-- -- -
I FLOW 5PUTTER5 CLF.~OUTS FENCED
I
I
,
...... , 13/2001
ALASKA WATER & WA~TEWATER ~.~..K.D.w. '"'..'.~3
..
6901 _m~__.Ra~R_ .._m~=n__, SUITE L"B ' N"iCI'~I~GEI N( W~ ' I'l-10flE 1[~07~7-6179 · FAX
PREPARED FOR: PHONE: NUMBER: PAGE NUMBER:
ZOE HAWKINS 557-2757 2 OF 2
L;:C.~ DESCRIPnON: ~)l~ ". Cli, .795.3 .-"
,., ..oc .......
~,~ o, ..~:-"--.~~
DESIGN OF SEPTIC SYSTEM UPGRADE
............ CONSULTANTS, INC. ' .... : ....
- ........
LE~ DESCRI~ION: ~ORE SUB~SION~ LOT ~ BL~K 1 ess~
~[~~ ~OR~ICS TEST HOLE 1
SOIL C~SIFICATIONS
~ ~ ~ DE ARMOUN ROAD
:~%.,::..6.,~ GW :::~:: ORG
GP ~ ML [ ~ i ....
CL '='oo' I J
GC OL : /
.~ ~ SW HH
SC ~
DEPTH TO ~
GROUNDWATER DATE Ii Ll .mt1~
i
7.83 5/25/01 '
........ ~--
...... 5---E--% ....
7.75 5/30/01 ....... ; .- ......................................
, I
9-- 7.87 6/4/01 i i
lo-- ~ :
11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROR
-- TIME (MINUTES) READING (INCHES)
5/30/01 1 12:05 - 6- -
12-- N BOWOM 2 12:35 30 MIN. 3/4" 5-1/4'
13 -- 3 12:35 - 6- -
4 1:05 30 MIN. 1/2' 5-1/2"
14 -- 5 1:05 - 6- -
6 1:35 30 MIN. 1/2' 5-1/2'
15~
16~
17~
18~
19-- PERCO~TI~ RATE 5.~5 (HIN./INCH) PERC. HOLE DIA. 6' (INCHES)
TEST RUN BETWEEN 2.5 FT. ~D 3 FT.
20--
COHHENTS: PERC HOLE W~ PRESO~ED FOR 4+ HOURS PRIOR TO ~.
PERFORMED BY A~ WA~R ~ W~ATER I, JE~R~ A. ~RNESS, CE~I~ THAT THIS W~ ~RFORMED
IN ACCORDANCE W~H ALL ~ATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
DEPTH TO DATE
GROUNDWATER
7.83 5/25/01
7.75 5/30/01
7.87 6/4/01
ALASKA WATER & WASTEWATER ,~, ,..
....... CONSULTANTS, INC. ' .....
ISOlL LOG - PERCOLATION TESTI .' j.~.~, j
PERFORMED FOR: ZOE HAWKINS DATE: 5//25/01 ~h~'~ ~. -' ',:
DEPTH ~
(fTC:'::: ORC.,ANIOS ITEST HOLE #21
i:?".i~ ~OIL CLASSIFICATIONS
3 ;~.,'.t:;~ CM ' GP1 CL
GC OL I I / /
4 i'.~;, '.i~ SW NH I i // I/
6 ,'~: ' '~ SC
DEPTH TO DATE
GROUNDWATER,
11.0 5/25/01 ....... J .... ~---~----0- ~.~';~'"
7.92 _ _~/30/01_~_ ....... ~ ,-- .....................................
i i []
I I
ML
DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
TIHE (HINUTES) READING (INCHES)
5/30/01 1 12:06 - 6- -
2 12:36 30 MIN. 1/2' 5-1/2"
3 12:36 - 6- -
4 1:06 30 MIN. 1/2' 5-1/2"
N Bo'FroM 5 1:06 - 6- -
_ 6 1:.36 `30 MIN. 1/2' 5-1/2'
PERCOLATION RATE 5.45 (PIIN./INCH) PERC. HOLE DIA. 6' (INCHES)
TEST RUN BETWEEN 4.5 FT. AND 5.0 FT.
COMMENTS: PERC HOLE WAS PRESOAKED FOR 4+ HOURS PRIOR TO TEST.
PERFORMED BY ALASKA WATER & WASTE'WATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS W~,S j~ERFORMED
IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: (, ItJlol
DEPTH TO DATE
GROUNDWATER
11.0 5/25/01
7.92 _ _~/30/01__
7.B`3 6/,Vo~