HomeMy WebLinkAboutARANT LT 1A an?
Lot I
#015-163-71
Municipality of Anchorage o
Development Services Department '~'~'~----~'
Building Safety Division ~-'-'=':-- -;~-~--"'
On-Site Water & Wastewater Program, 4700 South Bragaw St.'.--- .~_'" = "~:
P.O. Box 196650 Anchorage, AK 99519-6650 '~ ~
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number:. SW020052 PID Number:. 01 5--1 63--71
Name:
RANDY KANADY Wastewater System: B New I-1 Upgrade
2350 COPPERWOOD DR. 99518 ABSORPTION FIELD
Phone: No. of $edrooml:
(907) 348-8843 3 ODeep Trench WShallow Trench I'lBed rlMound rlOther
LEGAL DESCRIPTION = "~ 1.2 ~'~/s~ r~ ,.~ ~.m ,~'~ ~ ~,~5.31
- 1 ARANT 4.86 MAX ~ 4.14 n.
Townlhlp: Range: Section: ~ ~ ~ ~ ~ae: ~ ~
- - - SEE DWG ~ 60
WELL: B New I-I Upgrade 5 ~. 1 -
04~dfloa~ (~',~.~',~, ~B.C): Teed ~ Cored Tm Teed a~mq~e~ ~ POe
PRIVATE 267 ~ 125 ~ 600 se.r~ D 3034/ F-810
ALPINE DRILLING 5/15/02 0 ,. RED DOG MASONRY 6-29/2002
1.75 ~'~ UNK ,~ 1.5+ ,, TANK
SEPARATION DISTANCES .S..Ua OUoldlng OS.T.[.P. OOthar
To Septic n Uft Nolalng
Tank Station Tank ~ U~. ANCHORAGE TANK 1000
Well 100'+ 100% - - 25'+ STEEL 2
Surface Water 100% 100% - - - LIFT STATION
Remarks: BENCH MARK
BOTTOM OF SEPTIC TANK
89.40
Inspections performed by: AKWWC, INC. Dates: lSt2nd 4/26/20024/26/2002 :-'~;~X,~ '/
3rd 4/29/2002 ,~.~,[~;f, ~
%." !. '
Development Se, Vices Department Approva,/~!e_~ ~l~t~,~:': ~.,L. .......
PERMIT NUMBER: AS BUILT D RAWIN G PARCEL ID NUMBER:
SW020052 m 015-165-71
I
I ,
ST1 43.61 55.21 '-I I z-.I
j ST2 48.67 59.00 'ml~.-....-,~'~l I I I I ~ '"-
~ DEL1 50.63 60.43 I I I
DEL2 .51.88 61.33 I I I I I I' ~DSL~ /
COl ~9.Ol 55.s2
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I co~ ~o~.~ ~o..o~ I ~ ~ ,,~ /
MT2 105.07 106.46 ~- __ ~ ~12J ~ll /
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ST1 43.61 55.21
ST2 48.67 59.00
DEL1 50.63 60.43
DEL2 51.86 61.33
C01 49.01 55.62
MTI 50.99 56.99
C02 107.55 109.03
MT2 105.07 106.46
DRAWN BT:
ALASKA WATER & WASTEWATER c.J.O.
, CONSULTANTS, INC. se.~u::
~R£PARED FOR: PHONE NUMBER: PAGE NUMBER:
RANDY KANADY (907) 348-8845 2 OF
LEGAL DESCRIPTION:
ARANT SUBDIVISION; LOT 1
TYPE OF WORK:
AS-BUILT DRAWING OF NEW SEPTIC SYSTEM
~[~,~ ~o,~R: AS BUILT DRAWING
SW020052 -- 015-163-71
TOP OF TANK AT~ =~ ~ G~DE = ~ 98.27+ ~TOP OF TANK AT
AT IN~ - 93.71 j ~ 0~ = 93.43
TH~I / ~ II "'
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~S~ WATER & WASTEWATER ~:
, CONSULTANTS, INC., ...................
~ ~o.: ~.o~ .~.: ~ .u~.: ~:~ ......... .~
RANDY KANADY (907) 348-8843
~ D~CRI~ION:
ARANT SUBDIVISION; LOT 1 "'
~E OF WORK:
PROFILE AS-BUILT DRAWING OF NEW SEPTIC SYSTEM
Municipality of Anchorage
Department of Health and Human Services
825 'L' Street
P,O. Box 196650 Anchorage, Alaska 99519-6650
Rick Mystmm http://www.ci.anchorage.ak.us '. . ,*
Mayo~ - .. ..........
Permit Number: #SW 020052 Date of Issue: .4-8-02
Date Started: 5-15-02 Date Completed: 5-16-02
Legal Description: Arant Lot I . .
Property Owner Name & Address: Randy Kanady
2350 Copperfield Ddve
Anchorage, Alaska 99516
Borehole Data: Depth (ft) Method of Drilling [] air rotary
Soil Type, Thickness & Water Strata From To
stick-up 0 2
silty gra vel 2 15
gravelly silt 15 36
silt 36 41
ga velly silt 41 88
silty water sand & gravel(3gpm) 88 91
silt 91 100
gravelly silt 100 116
siltywater sand & grave (15gpm) 116 119
silt 119 125
Bedrock 125 267
131 131
240 244
small seepage (.25 gpm)
fracture (1.5gpm)
total depth , 267
Parcel Identification Number: 015-163-7
Is well located at approved permit location? [] Yes [] N
[] cable tool
Casing type: stoel
Wall Thickness: ..250 inches
Diameter: 6 inches ' Depth: 1_25 feet
Liner Type: ~
Diameter: .inches Depth: ~ feet
Casing stickup above ground: _2 feet '
Static water level (from ground level): O_.feet
Pumping level: 267 feet after
_2 hours pumping 1.75 gpm
Recovery Rate: 1,75 gpm .. · - '.' . -
Method of Testing: airlift .
Well Intake Opening Type:
[] Open End [] Open Hole
[] Screened Start ~ feet Stopped ~ fcc
[] Perforations Start ~ feet Stopped ~ fcc
Grout Type: Bentonite granules Volume: I b;
Depth: · StartO feet Stopped: fe~
Pump: Intake Depth feet
Pump size ~ hp Brand Name ~
Well Disinfected Upon Completion.* [] Yes [] I~
Method of Dislnfection: chlorine tablets
Comments:
Well Driller: Alpine Ddlling & Enterprises
PO Box 110496
Anchorage Alaska 99511
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and thc property
I'It~E-18-2003 TUE 03:16 Pti UtNTECH/SI~'I~ FttX NO. 9075816626 P. O!
z I
i~ ~ LOT 1
m % $ ~ LOT 2
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KLATT ROAD
ph~lC~
~ND ~ CONST~UC~N 5UR~YO~S-~NNERS-~G, NEERS
440 ~ST ~ENS~ ~L~, ~ 103 (~)
_- --,,.~-., ~ ,~.~ ARANT SUBDIVISION
Post-lr'raxNole ?67)'.~,f°a~~'~j~j I~I' /
MUNICIPALITY OF ANCHORA GE
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 / WATER SUPPLY PERMIT
Initial
Date Issued: Apr 08, 2002
Expiration Date: Apr 08, 2003
Permit Number: SW020052
Legal Description: AP, ANT LT 1
Design Engineer: 0041 AK Water & Wastewater Consultan'
Owner Name: Randy Kanady
Owner Address: 2350 Copperwood Dr. Total Bedrooms: 3
Anchorage, AK 99516-
Parcel ID: 015-163-71
Site Address:
Lot Size: 40360 SQ. FT.
Permit Bedrooms: 3
This permit is for the construction of:
[] 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.
Date:,
Date:~_~O~-
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
Parcel I.D.
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
viP'-lb-3 -'? [
Permit Number
Property owner(s)
Mailing address (1)
Mailing address (2)
Legal description (Lot, Block & Sub'd.) LOT 1: ARANT SUBDIVISION
Legal description (Section, Township & Range)
Lot Size /-'//~ ~ Acre~'~a.Ft~'.),
THIS APPLICATION IS FOR:
Sewer Only.
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
RANDY KANADY
2350 COPPERWOOD DRIVE * ANCHORAGIZ. AK
N/^
Number of Bedrooms
Dayphone 830-0742
Zip Code 99516
, Well Only ~
Water Storage
[] Jacuzzi
[] Water Softening Unit
I 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.
ALASKA WATER & WAST~WATER CONSULTANTSr INC.
Permit Fees:~ 5
Date of Payment:
Receipt Number:
Waiver Fees:
Date of Payment:
Receipt Number:
ALASILA WATER & WASTEWATER
CONSULTANTS, INC. ' ..... ~"
March 20, 2002
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragraw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
Reft Proposed and Well Septic System Design for Lot 1, Arant Subdivision
To whom it may concern:
The proposed 3 bedroom house will be served by a private well and septic system. Two test
holes were excavated in the area of the proposed septic system. The septic system will be
designed around the 30 foot radii of these test holes. We are proposing that a 1000 gallon septic
tank and a five foot wide drainfield be installed with a grinder pump in the daylight basement.
The well is to be drilled in the location shown on the site plan. Comments regarding the design
are summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that an application rate of 1.2 gallons/day/ft2
should be used.
2. TRENCII DESIGN:
a. Percolation Rate: 2.2 & 5.0 minutes/inch
b. Allowable Application Rate: 1.2 gallons/day/ft2
c. Number of Bedrooms: 3
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 500 ft2
f. Total Depth: 10 feet (max.)
g. Effective Depth: 4 feet
h. Width: 5 feet'
i. Reduction Factor: 0.50
j. Minimum Length: 60 feet long
k Effective absorption area -- 600 ft2
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwxvc.cora
3. SURFACE WATERS: There is a drainage ditch with a intem~ittent stream running along
the west property line. The 100 foot setback will be flagged by a registered land surveyor prior to
construction.
4. TOPOGRAPHY: The area for the proposed septic system is a 10% to 20% slope running
east to west. Them is a slope ofapproximately 31% roughly 40 feet from the proposed drainfield.
We request that a waiver be granted to 35 feet. The doxvnhill side of the cut bank is heavily
vegetated which should inhibit any surfacing of effluent. Given the percolation rate of the soil
the effluent should have rapid downward movement and minimal lateral migration. We see
minimal risk in granting the 35 foot waiver to the 25%+ slope.
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. ~
Sincerel~
NOTE: Attacl~ed is a site plan drawing, a design drawing, two soils log, a topography site plan,
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: akwxvc.com
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' CONSULTANTS. INC. 1"
PR~ED FOR PHONE NUMBER: PAGE NUMBS:
RANDY KANADY ~48-884~ 1
LOT 1; ARANT SUBDIVISION
SITE P~N FOR PROPOSED WELL AND SEPTIC SYSTEM LOCATION
I i
/, NOTE: THE CONTRATOR SHALL HAVE / I ~ , I
- J THE 100 FOOT SETBACK FROM ! ~ _ ~
/ I DRAINAGE DITCH. THE NEIBHORINO~ / ! rP~ '~ I
/ J WELL RADIUS, AND THE EAST LOT / I ._J_ i ' J,~ .
/ J UNE FLAGGED BY A REGISTERED ! / ~ MsJ~ i F~v,"I I
/ J LAND SURVEYOR PRIOR TO / J I I.~, j /~ '. ~ m
J CONSTRUCTION. '/ ~ ! .I~ i'J J ''~ I~---AL1TrmNATESlTE
/ I !! .~ ii ' /~ Wi,,
f J : I I ~- i i ~ / I U~T STATION
J ~ i~.! ' ii/J~ '/
J P~oPosa) ~R~N~. ~XC~VAT~ ^ ~mC, j ! '! ~
, THAT S 10 EEl' DEEP I~Ug(~UM m' 5 I-L~.t I ~ ~ I I , , I
I WIDE ~ 80 FI~£I LONg. N:)D 4 ~J~.l OF ~ I I I J ,, I
' CLEAN WASHED SEWER ORNNROCK. INSTALL J J J
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'~ INSTALL DOUBLE
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, ~ xx, .I
I ~ ~ [~t(..,:~ NOTE: A GRINDER ~l J
, ~~- ~h~..:-~ ~[~ PUUP TO BE
I ~ ~ ~ ~' ~ '.'TZ~ IN~ALLED IN ~E
~ 5 ~ ~~~-~'-I' I
:~
A~S~ XI~TER & ~STEII~TER ,~
RANDY KANADY (907) 348-8843 2 OF 2 '"
~ D~C~.: ~0~.~"'. ~ ,~-~953 ..'".~
LOT 1; ARANT SUBDIVISION
DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM UPGRADE
........................................................ ALASI WATER & ASTEWATER
LEGAL DESCRI~ION: ~ SUBD~SION: LOT 1,
~[r~ ORGANICS ITEST HOLE ~1 I
,~OIL C~SSIRCATION$
OH I
I DEPTHTO ~ ~ ~ ~ x~ } ~C.,NC
GROUNDWATER ~ DATE /
5/21/2002 t
GP/SP CLOCK NET TIHE WATER LEVEL NET DROP
,1 ~{j~ TO GM/SM DATE READING TINE (NINUTES) READING (INCHES)
12~i~ ~ ~/15/2002 I 10:54 - 6- _
2 ~o:44 ~o
· 15 3 10:44 - 6- -
14 5 10:54 - 6- -
6 11:04 10 '1 1/2" 4 1/2'
15 7 11:04 - 6- -
9 11:14 - 6- -
~8 12 ~1:~4 ~0 ~ 1/2' 4 ~/2"
19 PERCOLATION RATE 2.2 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 6.0 FT. AND 6,5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES ~ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORHED BY: ~B GALL
COHHENTS:
PERFORMED BY A.W.W.C., INC. I, ~EFFR~ A. G~NESS, CERTI~ T~T ~IS ~/PERFORMED IN ACCORD~CE
WITH ~L ~ATE AND MUNICIPAL GUDEUNES N E~ECT ON THS DA~:
I DEPTH TO DATE
GROUNDWATER
Dm' J~/14/2oo2
DRY 5/15/2002
,Dry 5/21/2002
ALASIL& WATER & 'VASTF. WATER~ i~[ "..'..~;/S' ~ i'i.....v..<!!
..... .....
6901 Dq. BARR ROAD,~UITE 28 * ANCHORAGE. AK. 99504 · PHONr' (907),~7--elIg * FAX: (g~I~5,,xS-3246 · WT. BSE~ okwwc.com ........ , ......
JSOIL LOG - PERCOLATION TESTI
PERFORMED FOR: RANDY KANADY DATE: 3,/14/2002 Oh .'"'
~fEePet~ ~ ORGANICS ITEST HOLE #21 -~'~.~'"-'
1--
$01k CLASSIFICATIONS t, ....................
J ~ .HOLES J I
~ LO¢CrD BY ~ J
3 ........ GcGPII .~..~. MLoL
GH CL z ~ I ~_.
4-- , / I
SW I NH ./i
PROPOSED
5- -----, SP CH ~; ~ , ~ED~oou
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TO GM/SlVl .q ..x .
//
DEPTH
TO
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-Aw'wa, IN~
GROUNDWATER DATE x ! ,
I,
., /,,v2oo2 ,, ,,.
DRY 3/15/2002 II
9- Pr'), ~/21/2002 ''~ '
t srrE pLANL.
t 1"~100'
10--
11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
-- TIHE (HINUTES) READING (INCHES)
12 -- 3/15/2002 1 10:33 - 6- _
2 10:45 10 4' 2'
13-- ~.~.~,e. 5 10:45 - 6- -
· .~.~ ,~ o 4 10:55 10 4" 2'
14-- " "~ ·
:.~=:,. · 5 10:55 - 6' -
~'"' cP/SP
:-~;;~ ·, · 6 11:03 10 4' 2'
15 -- :~:~.".,e ·
~,~,, · 7 11:03 - 6- _
.~,:<e. ~- 8 11:13 10 4' 2'
~'*' · ' 9 11:13 - 6"
17-- ~ 10 11:23 10 4"
B.O.H.
11 11:25 - 6" _
18-- 12 11:33 10 4" 2'
PERCOLATION RATE 5.0 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19--
J TEST RUN BETWEEN 6.0 FT. AND 6.5 FT.
20-- ~
A FOUR HOUR PRESOAK WAS PERFORMED: · YES [] NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: .. CALEB GALL
COHHENTS:
PERFORMED BY A.W.W.C., INC. I, JEFFREY A. CARNESS, CERTIFY THAT THIS'y/AS/PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL CUIDEUNES IN EFFECT ON THIS DATE:
DEPTH TO
GROUNDWATER DATE
DRY 3/14/2002
DRY 5/15/2002
~r'~ 3/21/2002
'1
LOT 2
£AVE LiNE
5001
~,.~ '.. IS-B202