HomeMy WebLinkAboutEKLUTNA GATE BLK 1 LT 5Eklutna Gate
Block 1
Lot 5
#051-761-06
Municipality of Anchorage
• Development Services Department
Building Safety Division_
On -Site Water 8 Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904
On -Site Wastewater Disposal System and/or Well Inspection Report Page 1 of 3
Nome:
Permit Number. SW07D248 PID Number. 051-761-06
ANGELA WASKEY Wastewater System: ❑ New Upgrade
pgrade
PO BOX 670210 8 CHUGIAK, AK 99567 ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 688-3063 3 O Deep Trench ■ Shallow Trench O Bed o Mound
O Other
LEGAL DESCRIPTION Sao Rau": Tad orcin ham odsina
Block: Lot: 1'0 ��• n. 1D MAX n
Subdrvhion: D•Pih to WPO III rrem pI
5 EKLU
1 TNA GATE ° °"" a o°" a e•" III e.n•a n
6.47 MAX r,. 3.53
Township: — Ronge: Section: rr me.a sem,• R'
— — a.Ipina e�ae•: Bawl I.nain:
SEE DWG. r< 50 t1
WELL: uaa.wn Nu ne. slow
❑ New (] Upgrade 5 Ix•tanc• e.i...n en•.
Cb•rlKa.on PMo4, A.8c : Taal D.n Co••e To: rt 1 R
(emeocp Taa ob•mctien ens: PIp. e ;W-
orfl. In. FT. 463 so, n D 3034/ F-810
Doi. Drw•e: Static wa« 4M: tn•tanw:
GEG Ltd. D"• k"aN
rwW:
PI Se u: n ' 9 9/19/2007
c••ro tk,gnt AOI,.i:row,d:
cpW n R TANK
SEPARATION DISTANCES ■Septic 0Holding 0S.T.E.P. 130thare
To Septic Absorption LIn Holding b6c/Pd•a• ebMx ..
From Tank field Station Tank S..« Un•• ANCHORAGE TANK CapeC4r ~ odlm..
1000
Well 200'+ 201 — — 25'+ NaMOI: STEEL N.Iw of
Surface Water 100'+ 100'+
�r• LIFT STATION 2
Lot Line 5'+ 1D'+ — In _ _ Ibnalaciw«:
Foundation 5'+ 10'+ _ _ _ P ea WI •ti P." oN a: wan wa« aI•rm m:
Curtain Drain mnuc vuno,., PI Nat. t]•ewea •,.,...�.....�___.
BENCH MARK
Ion ane DwcrlPWn;
BOTTOM OF SIDING ® WEST COINER OF HOUSE
Inspections performed by: GEG, Ltd.
Dates: 1st 9/19/2007
ENGINI S
oz;;
2nd
3rd —
Development Services Department Approval'?.:.
ov`�
_' •.5�0�
I
.�
Conditional approval:
Date:
.4 ...................
Reviewed and approved by: •1
sI • oe �NOf�L ._�,�..
c i >
Date: Z f��08
�O4 '
°�° �/�D$ 090
44�°prnf...,nha`_o�
FINAL GRADE - 98.94-99.08
TOP OF TANK STI ST2
AT INLET - 93.08 n f q
INVERT OF BUNG I I NEW 1000 GALLON
AT INLET — 92.44 SEPTIC TANK
1 6T FINAL GRADE
98.57-98.84
ORIGINAL GRADE
98.52
/—FILTER FABRIC
2.7.3•; ' :•7.3.2.3.2 :•2.2.2•
222•,•3; ' 7.222 :2232•::t272.2�:
ti•7�i ' i�7�3ti$�7tii2ti3�'
3.7.3•. ' C•7.7.2.7.2.2.2.7•"'�INVERT OF PIPE
: '
227327,:,2727777277737777•.7,
7.2.7•.:773277327$227722772'
•
222723; ' :222327232723222, 2,
7.2.7.2.7.7.7.3.7.3•.
c•
'rOkf QF TO
— TOP OF TANK
AT OUTLET - 93.08
INVERT OF BUNG
AT OUTLET - 92.28
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 3 GENERAL CONTRACTORS�- --.,
]Af L 10001f •GfD. AIA[ 101 • �11ufvGL ee M]e) • h101f[ (•e>)a])_•f)o • F"(10>}S,L-yN .•®5116 •�.pn,rpy,�Y.yy,.•.•' � • • • • • •
PREPARED FOR: PHONE NUMBER: PACE NUMBER: 0 '
ANGELA WASKEY 688-3063 3 OF 3 Q p ...41 ness..
LEGAL DESCRIPTION: DRAWN BY: E- 95 : • 0EKLUTNA GATE, LOT 5, BLOCK 1 K.D.M. ���� �' •.JSPg�o`o�
TYPE OF WORK: DATE: Oproleeslo�0
e 6�f. o
PROFILE DRAWING 2/5/08 �040po��oo
(Rev. 01)051
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater 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: Sep 13, 2007
Expiration Date: Sep 12, 2008
Permit Number: SW070248 Parcel ID: 051-761-06
Legal Description: EKLUTNA GATE BLK 1 LT 5
Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address:
Owner Name: ANGELA WASKEY Lot Size: 22750 SQ. FT.
Owner Address: PO BOX 670210 Total Bedrooms: 3 Permit Bedrooms: 3
CHUGIAK , AK 99567 -
This permit is for the construction of.
Q 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 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: 3
Date: 9 13 °-I
Municipality of Anchorage
• Development Services Department
Building Safety Division
On -Site Water 8 Wastewater Program
4700 Bragaw St.
P.O. Box 196650
Anchorage, AK 99519-6650
www.cl.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR ASINGLE FAMILY DWELLING
Parcel I.D. os I - 1(t ( - 04
Property owner(s) ANGELA WASKEY Day phone
Mailing address PO BOX 670210 • CHUGIAK AK
Site address e-VU9TT F lg7E be Zip Code 99567
Legal description (Sub'd, Block & Lot ) EKLUTNA GATE LOT 5 BLOCK 1
Legal description (Township, Section & Range) N/A
Lot Size 0*'. 156 Sq.Ft. Number of Bedrooms 3
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
❑
Septic Tank
ED
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
THIS APPLICATION IS AN:
Initial
❑
Upgrade
ED
Renewal
❑
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.
GARNESS ENGINEERING GROUP, Ltd.
Permit/Rush Fees: y G ( '' f) •fir • Q
Date of Payment: / 10 G7
Receipt Number. 3 Cl 00
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
GARNESS ENGINEERING GROUP, Ltd.
V --. --.- CONSULTANTS& GENERAL CONTRACTORS.,.
August 27, 2007
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Proposed Septic Upgrade for Eklutna Gate; Lot 5, Block 1,
To whom it may concern:
The existing 3 bedroom house is served by a community well and private septic system. The septic
system is in a state of failure and needs to be upgraded. We are proposing to install a 1000 gallon septic
tank and a deep trench type drainfield. One test hole was excavated on the property. The drainfield will
be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized
as follows:
1. SOILS: As can be seen on the attached soil log, the percolation rate was less than a minute an inch
and the soils where classified as GP — GM or SP - SM. Between 14 and 16 feet, the soil was primarily SM
or GM. It is our opinion that there is enough sand and silt so as to neglect the need for a sand filter.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached design drawing, the average topography within 50
feet of the drainfield site is relatively flat.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have ak questions, please contact us at 337-6179. Thank you for your assistance.
P.E., M.S.
NOTA`: Attached is a site plan drawing, a design drawing, one soil log, which are al! part of the design package for
this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179 0 Fax: (907) 338-3246' Website: www.gamessengincering.com
I
L1 ri ALL SURROUNDING PROPERTIES
FARE SERVED BY A COMMUNITY WELL
HARICOT cz __---_—
_-----------
___ — IDS /
I 1 LOTLS BLOCK 1 1 I m /
EKLUTNA GATE,
LOT 1, BLOCK •1 LOT 2, BLOCK 1 EKLUTNA GATE. /
LOT 4, BLOCK 1 /
PROPOSED SEPTIC /
SYSTEM .. �.
TH& \
EKLUTNA GATE.-� \
LOT 8, BLOCK 1 EXISTING
\ \\
I } BEDROOM \ v
HOUSE
L �
EKLUTNA CATE,
LOT 7, BLOCK 1
EKLUTNA GATE,
LOT 8, BLOCK t
EKLUTNA GATE.
LOT 9, BLOCK 1
GARNESS ENGINEERING GROUP, Ltd
•-'----• CONSULTANTS 3 GENERAL CONTRACTORS —�+
ro+ c nnw ■on. fort ,o, . w,nowcc r rover . w,ox[ ronv�-nar . ru No w . �cem[:.... ..,
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
ANGELA WASKEY I I 1 OF 2
EKLUTNA GATE, LOT 5, BLOCK 1
OF WORK:
PROPOSED SEPTIC SYSTEM UPGRADE
K.D.M.
8/27/2007
e •r� I=_e.
NUMBER OF BEDROOMS:3
EKLUTNA GATE
GALLONS PER DAY (CPD): 450
LOT 3, BLOCK 1
PERCOLATION RATE/S: <1 MIN./INCH
I
PROPOSED APPLICATION RATE: 1,0
MINIMUM DRAINFIELD SO.FT.: 450
I
NOTE: THE CONTRACTOR
70
I
DRAINFIELD DESIGN
SHALL HAVE THE NORTH LOT I
�
MAXIMUM DEPTH:a FEET
UNE FLAGGED BY A
L
WIDTH: 2.5 FEET
REGISTERED LAND SURVEYOR
LENGTH:50 FEET
PRIOR TO CONSTRUCTION.
C7
M -OA APPROVED SAND FILTER: N/A FEET
D>
EFFECTNE:5 FEET
REDUCTION FACTOR: N/A
m
ACTUAL SO.FT.: 500
EKLUTNA
LGATE.
LOT
0
X
LETTER THAT PERTAINS TO THIS DESIGN.
PROPOSED 1000
GALLON SEPTIC TANK
•(�
TO OBTAIN A COPY OF THE LETTER
P//
CONTACT CEG. BY PROCEEDING FORWARD
INSTALL DOUBLE
..
F" '��•
WITH THIS INSTALLATION, THE ENGINEER,
CLEANOUT$
• •r :"
WELL DRILLER, CONTRACTOR AND
:•.. is •+'
KE)
OWNER AGREE THAT THEY
PROSED
PROPOSED
• • s �:' •'
HAVE READ THESE SPECIFICATIONS AND
ORAINFlELD
'•%••`•,'T' "
ACREE TO ACCEPT THE TERMS AND
INSTALL •/
!. "'
ONDITIONS UTLINED.
•'• •.^:�,
FOUNDATION =-•';. •; . �.
OUT..•L::• y:•;.
CLEANEXISTING
3 BEDROOM
/
n HOUSE \
_TMJ14� _ \ / ASSUMED
EKLUTNA GATE, _ \V/ WATER SI
L07 G. BLOCK 1
ALTERNATE SITE
LD SEPTIC TANK TO
BE PUMPED, RIPPED
OPEN, AND FILLED
6�2WITH SOIL.
F
ALL SURROUNDING PROPERTIES
ARE SERVED BY A COMMUNITY WELL
EKLUTNA GATE,
LOT 7, BLOCK 1
GA_RNE_SS ENGINEERING GROUP, Ltd.
"-"• CONSULTANTS d GENERAL CONTRACTORS �..�•.,
JAI L Ti0[M IIMD. V • 101 • •MUIOMOL Mf MOI • F11'M[ L•OYlur-�1>♦ • /•R (•O11�.M-O2N • YQ511L �gsn,riy�wyypa,
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
ANGELA WASKEY 2 OF 2
LEGAL DESCRIPTION: DRAWN BY:
EKLUTNA GATE, EE
CK 1 K.D.M.
TYPE OF WORK:
PHUPOSED SEPTIC SYSTEM UPGRADE DESIGN
(R••'. 0105)
8/27
WyFjf"mffi�
....... ......
A. G mess
IN OF
LINE
ooQ000p �
OF pp
�' _. o ` .......
GARNESS ENGINEERING GROUP, Ltd.
---- CONSULTANTS R GENERAL CONTRACTORS
3701 L R . SUOE 101 • AIC "W7 • P1gK: D01 1-0170 • rM: SO 33N ` WLL ,srrrrp+rw .. .......... • . '' ' • • • •' • • • �• 0
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: EKLUTNA GATE, LOT 5, BLOCK 1 •n ••.J f e or ess�
PERFORMED FOR: ANGELA WASKEY DATE: 8 21 2007 E-7953 : p�
D(feetj»»
ORGANICS
TEST HOLE 1 Do�o��060
SOIL CLASSIFICATIONS
2
GW ORG
3-- ?�.:,r`+`ik GP ML
GM CL
. L•4:
4 ' GC OL
N
.:•: 0.000.( SW MH
�:SP CH
+w: SM ; OH'"
6— SC
7 c GP -GM `TMdt� "
.: OR
" SP -SM
8.:ti
:iii:
9 +'
SCALE-
10—
.:its
CALE:
.LW
10 1 iao
.ir
tis
.LY
11 ''
r+
12
13
14
15SM OR CM
16-1
17
18
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5 FT. AND 5.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED:
❑ YES E NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFO MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: S3 7 8
DEPTH TO
GROUNDWATER
DATE
DRY
8/21/2007
DRY
8/23/2007
DRY
8/28/2007
7:40
—
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
8/23/2007
1
7:40
—
6"
—
2
7:41
1
0"
6•
3
7:41
—
6'
—
4
7:42
1
0"
6"
5
7:42
—
6"
—
6
7:43
1
p"
6"
