HomeMy WebLinkAboutWOODRIDGE BLK 2 LT 9Woodridge
Block 2
Lot 9
#020-093-17
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
Permit Number: OSP201253
Work Type: SepticTank Upgrade
Tax Code Number: 02009317000
Site Legal Address: WOODRIDGE BLK 2 LT 9 G:3336
Site Mailing Address: 4920 WOODRIDGE CIR, Anchorage
Owner: MAES RANDALL & EILISA A
Design Engineer: GARNESS ENGINEERING GROUP LTD
r1rMUITIT"M
0 Disposal Field R Septic Tank 0 Holding Tank 0 Privy
i0m
r.
8/26/2020
8/26/2021
45476
171 Private Well 171 Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received y:
'Y-17, 1V,4
Issued By:
Date:
Date:
El
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201253, Rebecca Carroll, 08/26/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201253, Rebecca Carroll, 08/26/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201253, Rebecca Carroll, 08/26/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201253, Rebecca Carroll, 08/26/20
Municipality of Anchorage
• Development Services Department
Building Safely Division,
On -Site Water &Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW070031 PID Number: 020-093-17
Name:ALICIA TREVATHICK
Wastewater System: f New ❑ Upgrade
Address:
7801 LADAFA PLACE • ANCHORAGE, AK 99507
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 242-4253 Q
O Deep Trench ■ Shallow Trench O Bed OMound OOlher
LEGAL DESCRIPTION
Sa R�ag: 1.o
a.y
TOW' TdP rOF =0 SAT R
On/Sq. R
Block: Lot: Subdivision:
D.Mh b Wp. botton, bona arlek,al eros:
anw+N dwth wn.olh pp.:
0.59/0.63
2 9 WOODRIDGE
SEE DWG. rL
rL
Township: Range: Section: —
— —
FM odd.d above MIWad glow:
rka el wgth:
120 (2 ® 60)
SEE DWG. In.
rL
Ga.w wroth:
NwaWr Of kn..:
Dial— setw..a fines:
10
WELL: ■ New ❑ Upgrade
5 n
2
In.
Clowlwauon Pn+ol.. AB,C):
PRIVATE
Total ppuf:Ca.ed
206
7o:Ip�DD()
40
Total ak.orp0 nv.a:
600 FL
Pp. fn,A ol:
ID 3034/ F-810/SCH 40
n
ti
SD.
Dow `
HEFTY DRILLING, INC
Doe DAwd:
7/3/2007
l5ta wmer I.wwl:
67
k" RED DOG MASONARY
Dote �9 7-11
/ /2007
n
Tl.la:
6
pomp set AI:
193.4
Gawng rwenl Akov. Dnw,O:
2
TANK
cpu
r
rL
SEPARATION
DISTANCES
aseptic OHotding OS.T.E.P. IS Others
To
septic
Absorption
Pump
Holding
brw/=Is
waaw ANCHORAGE TANK
CavaM in g 0;
From
Tank
Field
Vault
Tonk
Sewer Lkw.
Well
too'+
100'+
100'+
—
25'+
STEEL
"""k" a wmpo tm.ab. 2
Surface water
100'+
100'+
too'+
—
—
PUMP VAULT
Lot Line
5'+
to'+
5'+
—
—
Sr. In ew
264
nli wda ..
oUANICS
w W.* at
ymp aft IMM of;
Ngh MIM awn, at:
Foundation
5'+
10'+
5'+
—
—
TIMER
TIMER
36
Pomp twk. s waw:
D.p " kwp.ctbro perlorm.d by
Curtain Drain
NONE KNOWN
P—TE-30—PLUS
M.O.A.
BENCH MARK
Remarks: sAEROCELL TREATMENT UNTI
MOUND TO BE TOPSOILED AND SEEDED IN
leeatio, sad 0 ..iiplwc
BOTTOM OF SIDING ® EAST CORNER OF HOUSE
SPRING OF 2008.
M.unwa c1Molioa, 100.00
R
ENGINEER•! SEA
Inspections performed by: GEG, Ltd. Dates: 1st 9/7/2007
0000
�F.. �4Q
2nd 9/7/2007
P
3rd 9/11/2007
Development Services Department Approval
:..4
Conditional approval: Dater
0
QO •, fr G ess:
p
e E-7953 p
4�Q4p0�OQsolOo
✓ �fl�
Reviewed and approved by: Dater
p�
(RM. 4/06)
PERMIT NUMBER:
ASDRAWING 71 1NG PARCEL ID NUMBER:
SW070031 020-093-17
A B C D \
FCO 20.61 33.49
STI 30.77 48.87
ST2 27.90 55.57
MH 27.7363.88
MT1 48.45 89.92
COt 49.06 92.39 / / \ c4ycCc
CO2 65.20 106.64 _F
POD 68.07 107.98
MT2 66.64 105.91 \
PV 67.81 103.77 MT RESERVE SITE WILL REQUIRE
CO3 68.56 103.16 \TH/ C04\\ CATEGORY THREE SYSTEM
sp 75.84.1
MT3 1 195.59 1112.17
04 97.62 1101.27 MT OS \\\
MT4
4 BEDROOM
HOUSE
NEW 1500 CAU
SEPTIC TANK
ST2
AEROCELL
MEM UNIT
-LINES ARE COVERED WITH
4' BLUEBOARD INSULO ON,
4' WIDE.
�______—__— ___—_�_1__
GARNESS ENGINEERING GROUP Ltd. p
ate. y
CONSULTANTS d GENERAL CONTRACTORS �4
r.a..
0....:.. .... .. ....:...
]101 L TOM 110.0. TIII[ 101 - MCNg40L A% N!07 hp{ l907).1A-111 . IM 110))OOe�t}N . SIL ew.pwrpY�yyey,. O
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
ALICIA TREVATHICK 907-242-4263 2 OF 3 Q op ey . G ess:
LEGAL DESCRIPTION: DRAWN BY: Q °y,. CE -7953 J`' 4
WOODRIDGE, BLOCK 2, LOT 9 P.N.B QO��e^ ' ul2.104��40�
TYPE OF WORK: CATE: y�e�Prp iaesio0°V�
ASBUILT 11/26/2007 �DO0000��4
:Rev. 011051
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LUTE: RAWN BY: .. . „ 0 ..... .. .. . . ..... ..........
11/26/2007 K.D.M.
GN. DESCRIPTION: 0... (f ........
mess.- •••
WOODORK: SUBDIVISION; LOT 9, BLOCK 2, GARNESS ENGINEERING GROUP Ltd. �0 0; CE -795 .`per
TYPE OF WORK: CONSULTANTS &GENERALCONTFACTOFS O�� a 11121 D q�FoO
AS -BUILT PROFILE DRAWING
PREPARED FOR: PHONE NUMBER:ACE: %QQOOOegslo o
ALICIA TREVATHICK 242-5443 3 OF 3
.rot u, y, avct LD 4U an un
Development method: airlift Duration: 1hour
bedrock 40 206 Well intakc opening type: ( ) Dpcn end. t X) Open hole, Otlwr
Screened: Stam - R. Stopped - g
. Screcnnpc: Slot/mcshsiz,......-+_-........
Perroynted: Satn: _ fi, fi, Slopped:... --.^..
Start - Il, Stopped; n
Note: .........................................................
Grout qpe: _ j er).t40i14vui.rr.
Deptll; t.om_mound Surface . to ^
Pump intakc depth: ___ ft
Pomp size: _ hp. Brand name: _
Was well disinfected upon completion'! (X) Ycs. ( )No
comments'
tin
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Section
4700 So;6 Bragaw St.
P_O. Box 196650 Anchorage, AK 99519-6650
ww•w•.muni.org/onsire
(907)343-7994
comments' disclaimers:
Well drillernarrlc:,_,lohnny
Companynamc:.... Hefty.prilling
-.
Inc
:
hailirL add' s:_3rAkuaD.......................
...............
-7
. •r....... ........... _..........
City:—Anchorse
Phone number: ( 907 j) 345 . 0593 faL345-470
Drillerssignaturc:
Attention: Property owner shall provide a well log to the
DSD within 60 days of well completion.
Permit Number. SW07MM.31
Drtcorlssuc: Anr/16/Jnn7
Parcel Identification Number. 1)20 _0q3-17
Is Well located at approved permit location' ( )c) Yes or ( ) No
J yr
Well•Log
• -
Drluiny smncd: 97,92 2007t-ompteted: 07-03.M07
:2007
t.frrpn•rcn�•
o leer Name & Addrat: Alicia Trevathick
7801 ' adafa Place. Site:4920 Woodridge Circle
Anchorage
Woodridge
2
9
Anchorage, AK 99507
ldcridian Township _RankSection .. _ , -•_ -. % of ,a -;i or
ti t/ of
BOREHOLE DATA(from top of easing)oepth
.c
Drilling method: (X) Air rota ( ) Cable tool. Other i
Marcriol: Type, rotorwetness
$ To
--- ---
Well use: l ) Public.supply. (X ) Domestic: 'Other
stickup o
z
Depth of hole: �06 I1, Casino stickup:. -_2_n -
Casingtypc:StCel 11licknesx _250inches j
silt & gravel 2
1 rJ
Casing diameter, _ fi inches Casing depth:.. 40 ft i
Linertvpe: - Diameter.=_inchcs Depth - fl
silty Gay . 15
25
Static watcr(rrom cop of casing): 67 fi on 0 -TAM 12—M7
Pumping level R yield: _ tat afterhvurs to gpm
n_ C2
_c
.rot u, y, avct LD 4U an un
Development method: airlift Duration: 1hour
bedrock 40 206 Well intakc opening type: ( ) Dpcn end. t X) Open hole, Otlwr
Screened: Stam - R. Stopped - g
. Screcnnpc: Slot/mcshsiz,......-+_-........
Perroynted: Satn: _ fi, fi, Slopped:... --.^..
Start - Il, Stopped; n
Note: .........................................................
Grout qpe: _ j er).t40i14vui.rr.
Deptll; t.om_mound Surface . to ^
Pump intakc depth: ___ ft
Pomp size: _ hp. Brand name: _
Was well disinfected upon completion'! (X) Ycs. ( )No
comments'
tin
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Section
4700 So;6 Bragaw St.
P_O. Box 196650 Anchorage, AK 99519-6650
ww•w•.muni.org/onsire
(907)343-7994
comments' disclaimers:
Well drillernarrlc:,_,lohnny
Companynamc:.... Hefty.prilling
-.
Inc
:
hailirL add' s:_3rAkuaD.......................
...............
-7
. •r....... ........... _..........
City:—Anchorse
Phone number: ( 907 j) 345 . 0593 faL345-470
Drillerssignaturc:
Attention: Property owner shall provide a well log to the
DSD within 60 days of well completion.
Permit Number. SW07MM.31
Drtcorlssuc: Anr/16/Jnn7
Parcel Identification Number. 1)20 _0q3-17
Is Well located at approved permit location' ( )c) Yes or ( ) No
Pump Installation Logy
Y
Ci r
fN
` Pitless Adapter MadntactnrePsName:
IPhless
Adapter Installer.
PUMP TRE _� 4 Vl VK (&5
1
n
cWI MAKE %fknrl Fad
_ ,
I
,9 UODMell boa
' j..
SERIAL t PWv —
y , I EES, --
i
0 -„.
G DROP TRE. TV” U L St- )
«
C Dom„_ ne w
'CABLE.
Pow try. �7 • 1 H x.. ei ? k. �,.v.L
D I EIILTRM�LL: vnc. � y D
MATER TAMC TAp
vESD. r.Asnc sn._ �a Duo. T, She,(
1
I
CASED NQ%O^ L
//To
WAKE S>AII UW- T)P_ -O're" 4l�
R
j
Ilan "r.� o' T. 0'20 ( '
t To i
OPEN MOLE: FMm '------------
well was disinfected upon completion.
method: calcium hypochlorite. -
a
11/13/2007 .17:16 9072432081 ..
L
SCALE: 1'=40' .
FRED WALATKA & ASSO
Note: Lot staked 1-26.07.
Wood Fonce
on Prop.Line
10' Utility Easement
PAGE 02
830ST
h
1.� WOOQRiD
�e C/RC4, .
C /16.Z3
/ / 0
/ / aepll(: gfYmn
/ LOT 9
/ '0 1SeMf�M�
ll/ o
1 y0
bt o
e
IplyN
OIs
N89.582TE 288.18
.11
LOT 2 LOT 3
MINDYER / MANORS •� \
—�E OF A4\ 1l
Ste? . • . sal ll
i,y'49TH •� li
'�sl: ....w�a�•w• MIA•
EASEMENTS OF RECORD. OTHER THAN
THOSE SHOWN ON THE RECORDED
PLAT ARE NOT SHOWN HEREON.
f Fred Walatka
�l c, No. 3255•S F
n
:CCN[ iS1
Fvb06-9, pg $4. Recert Ne 8E
O
s°a °o
ee ✓�
ase °
° 0
� Sepse quem
9°
AS -BUILT NO CORNERS SET THIS DATE
y cartly mor t Mve perlonled a M9rtpap°er In
N
N
ly
AACWrage RKOM1169 precinct. Alaska. and that In
Impnwern"TS sheered drerson aro waMn Ins pngony W*s
and do not o clop or woroaeh on IM prepyy tying
011acent Mamie. met no improvement, on to property A�nD
adJeram IhsnM0 encroach on the pemisee F Wesson and
but sero aro no roadways. tMwMftsbn a'ba a osier
vltio10 48£9"'9119 On said propery Oscap as Indicated
heroore
Dated at Anchorage. Alaska
tela dth deyol November .2!107
FRED WALATKA d ASSOCIATES
(907-248-1666)Engln"M and Suneyom
I
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water d Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Permit Number: SW070031
Date Issued: Apr 16, 2007
Expiration Date: Apr 15, 2008
Parcel ID: 020-093-17
Legal Description: WOODRIDGE BLOCK 2 LOT 9
Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 4920 WOODRIDGE CIRCLE
Owner Name: ALICIA TREVATHICK Lot Size: 45476 SO. FT.
Owner Address: 7801 LADAFA PLACE Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE. AK 99507 -
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.
Received By.
Date:
Issued By A7p'gr 6 Ut./KOg&C� Date: y 16 07
Municipality of Anchorage
Development Services Department
Building Safety Division
\ _ On -Site Water & Wastewater Program
4700 Bragaw St.
P.O. Box 196650
Anchorage, AK 99519-6650
www.ci.anchorage.sk.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. �� �(��i3' 1 -4 -
Property owner(s) ALICIA TREVATHICK Day phone 42-4253
Mailing address 7801 tADAFA PLACE e�F AK
Site address LY?Zb " r)Lfx2 r,r_C &Q. Zip Code 99507
Legal description (Sub'd, Block & Lot ) W
Legal description (Township, Section & Range)
Lot Size US, H -U, Sq.FL
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
Septic Tank
Holding Tank
El
Privy
Private Well
Water Storage
Number of Bedrooms 4
THIS APPLICATION IS AN:
Initial
Upgrade
Renewal
El
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.
GARNESS ENGINEERING GROUP Ltd.
quo
C
qu
Permit/Rush Fees: o - I t1s' 0�
Date of Payment: N o lol-_
Receipt Number: -`
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
MUNICIPALITY OF ANCHORAGE Page 1 of I
Kevin Wotring
From: Wockenfuss, Deborah M.[WockenfussDM@ci.anchorage.ak.usj
Sent: Thursday, April 12, 2007 8:09 AM
To: Kevin Wotring
Subject: Woodridge, B2 L9.doc
Municipality of Anchorage
.; • �� Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: GEG Dr-» jV o �' lti�-�
n�,G r✓rt�
�tS-Nez--.4S"'i-ION NLegal descrip' oodridge, 02_L9
COLA F
...A. pO (-T-.
he tached
paperwork has been reviewed and is being returned for the following reasons:
1.Any absorption systems with a design length greater than 50 feet shall be entered at the midpoint. cy;y
2.Missing AWWTS Maintainance Agreement. z.,\ iek c, cr
3.Show that the driveway will not create a cutbank that will not allow the system to meet the slope
! requirements. 5cc-ckes:g..,
Name of reviewer: Deb Date: April 1122007
S N"wa_
Ami GRs�--,
4/12)2007 G/ 4' ( 1 7 A 17
GARNESS ENGINEERING GROUP, Ltd.
-� -- CONSULTANTSBGENERALCONTRACTORS- - 'I
February 8, 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 Well and Septic System for Woodridge Subdivision; Lot 9, Block 2,
To whom it may concern:
The proposed 4 bedroom house will be served by a private well and septic system. We are proposing to
install a new 1500 gallon septic tank, a 36 inch diameter pump station with SCAT pump and controls, a
SCAT Aerocell treatment unit and a dual 5 -wide trench type drainfield. The drainfields will be designed
around the 30 foot radii of test holes #1 and #2. 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.
2. DRAT\FIELD 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 topography site plan the average slope in the area
of the proposed drainfields is a 10-15 percent slope running approximately northeast to southwest. In
short there are no slope concerns.
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: rAttached is a site plan drawing, a design drawing, jour soils logs, which are all 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 • Fax: (907) 338-3246' Website: www.gamesscnginecring.com
lc;p
/
(To lc Mxn) / \ SLOT 16, BLOCK 2,
LOT 13, BLOCK 2, / 1 WOODRIDGE S/D
WOODRIDGE S/DI I I 1 W I
\ 1 1 LOT 14, BLOCK 2,
WOODRID L K
\ \ /-5 BLOCK 2
LWOODRIDGE S/D. \ \
LOT 11, BLOCK 2.
WOODRIDGE S/D
l �� moi/ .01
17 \ 1
\ WOODRIDGE S/D/
4,0
D1/2
CIRCLC
LOT 10, BLOCK 2. \\ /
WOODRIDGE S/D ,INORTH
Vr /
*% 4SOLI H/�
— — — — — —
----1
—�-------- PROPOSE
I 4 BEDRO(
I ttx)' WFn omus HOUSE
I LOT 2 BLOCK 1
1\ MINDYER MANOR S/D
-PROPOSED SEPTIC SYSTEM
(SEE DESIGN PACE 2 OF S)
LOT B. BLOCK 2.
WOODRIDGE S/D /
r LOT S. BLOCK 2.
--�-- WOODRIDGE S/D
I I
I 100* WELL RADIUS-
LOT
ADIUS_LOT 3, BLOCK 1. 1
MINDYER MANOR S/D I
i
i
' _ I
LOT 4, BLOCK 1. 1
\ MINDYER MANOR S/D
i
GARNESS ENGINEERING GROUP, Ltd.
...... -. +.....:,... CONSULTANTS S GENERAL CONTRACTORS —�-���^'"
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
ALICIA TREVATHICK 242-4253 1 OF 5
DRAWN BY:
LEGAL DESCRIPTION: C.J.G.
, J G
WOODRIDGE SUBDIVISION; LOT 9. BLOCK 2,
OF WORK:
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM
(Rev. 01N5)
I
I
I
I
I
i
---1' . 100'--
LOT 3.
2.
WOODR DGECS/D
o�0000pppp
NOTE: o� 4
1. 3 TO ♦ BEDROOM SYSTEMS REQUIRE A 1500 GALLON SEPTIC TANK ANI•tip
A 30' DIAMETER OR A 36' DIAMETER PUMP VAULT MAY BE USED FOR THI�T M �"CPo�� Dv� '•°'''• �Q
R t FS 6 M UP POSrtpN. Q P: U •. Vt o0
2. S TO 6 BEDROOM SYSTEMS REQUIRE A 2000 GALLON SEPTIC TANK ANI Q'b Q
A 30' DIAMETER OR A 36' DIAMETER PUMP VAULT MAY BE USED FOR TNI
3. 7 BEDROOM SYSTEMS REQUIRE 2500 GALLON SEPTIC TANK AND A 105 �� oyYgG
ENGINEER MAY REQUIRE AN ADDITIONAL SCAT UNIT SAS ED UPON ANTICIPAT �O�' • H W aD D
DIAMETER PUMP VAULT MAY BE USED FOR THIS APPLICATION. u U
(1 : -� . •' `exp
N BNL VALVE
�ppo�`�oo
C. E
O
.'aM W v E i30
MSLAATED ll 9 T111N
i u_W�r<
SOUK VALVE
�0y
a
.GTMOI O 4-
UFOtWCO " i i
.'r[Mv6..- z
OOUPLMG Yf
—� TO PUMP VALLT < i8
1- MLT PPE S�
G
0
W�
7 n
_____ 3G ZI
N M
U SM
MpfW1 OPEPATPLc IEVR p S
� r.LST CGYPAR1101f J
DO W
two GALLON1•-
i N
Y- �K�� lAAMM
o O N
J J
.. W
0 0
O O
N LY
> a
0
DO a c
V) N N
= W W C
n 4t7
00 LO YO oeq ow
I
q Www oa
G.7OO 4N W
O (1 0
3 Nor � d -
NiSMBER OF BEDROOMS:4
GALLONS PER DAY (CPD): 600
PERCOLATION RATE/S: 7,5 & 40
PROPOSED APPLICATION RATE: 1.0
MINIMUM DRAINFIELD SO.FT.: 600
DRAINFIELD DESIGN:
MAXIMUM DEPTH:2+ FEET
WIDTH:5 FEET
IENGTH:120(2 O 60) FEET
M.O.A.APPROVED SAND FILTER:2 FEET
EFFECTIVE: 0.5 FEET
REDUCTION FACTOR: N/A
ACTUAL SO.FT.: 600
/ �'" NOTE: THE DRIVEWAY SHALL BE
%yQ GRADED SO AS NOT TO CREATE
A CUTBANK OR A SLOPE
\jQ/�CC� GREATER THAN 25 PERCENT
` \ ALTERNATEc�F
S12EM0 E\TH.� •,
IPOSEO DRAINFIELEDS. THE
DISTRIBUTION LINE IS TO BE
25 INCH PVC WITH 3/16 INCH
HOLES SPACED 20 INCHES ON
CENTER. (36 HOLES PER
LATERAL/72 HOLES TOTAL)
1 -•rye •! \
j NORTH JrySTALLv
•f� �FOUNDATIONJ
CLEANOUT —
\ /
SOUTH 1 PROPOSED 36 INCH
\ \ PROPOSED 1500 "APP
DIAMETER
PUMP BASIN -
-—CALLON S.T.E.P_TANK
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT DEC. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
PUMP VAULT
PROPOSED SCAT
AEROCELL
TREATMENT UNIT
NOTE: THE CONTRACTOR SHALL HAVE THE NORTH N
AND EAST LOT LINE FLAGGED BY A CERTIFIED
LAND SURVEYOR PRIOR TO CONSTRUCTION.
S E:
0
1' - 50'
GARNESS ENGINEERING GROUP, Ltd. ••:y
..«,.....��..r.. CONSULTANTS& GENERAL CONTRACTORS - Q"""" " • "••• •••••
MI L Awa ItYO, Llli[ lel • NSOCOML M ee]el • nac (W7) ff" • rn C*07) " • rOIIIC w..p.r••✓+••G�^
PREPARED FOR: PHONE NUMBER: PACE NUMBER: 0 Q • • • • ;• • • -A....
• ' • • • • ""; "' J r A. D ess:
ALICIA TREVATHICK 242-4253 2 OF 5 OQ a E-7953 •' e�
LEGAL DESCRIPTION: ORAwN BY: O� a •' �dO
WOODRIDGE SUBDIVISION; LOT 9. BLOCK 2. °tee�T (mod
OATS44O O)" oFessio� o�
TYPE OF WORK: 4: 2 200%
DESIGN FOR PROPOSED WELL AND SEPTIC SYSTrld
(Rev. 0IN5)
INSULATION
FILTER FABRIC -
NOTE: THE DISTRIBUTION LINE IS TO BE 1.25 INCH
PVC WITH 1/8 INCH HOLES SPACED 20 INCHES ON
CENTER. (36 HOLES PER LATERAL/72 TOTAL)
MT
----- O—_
-L L�------------------
-0------------------J
0' LONG
FINAL
F----51 WIDE
INSULATION
FILTER FABRIC -
INSTALL BRACING
AND STAKING -
ORIGINAL GRADE
.2' DEEP
MAXIMUM
FINAL GRADE
2' DEEP
MAXIMUM
F---5' WIDE ---
FROM PUMP VAULT
ORIGINAL GRADE
DRAINFIELDS SHALL BE
TOPSOILED AND SEEDED AFTER
CONSTRUCTION IS COMPLETED.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS """""
Int L 1110011 0DW fUt[ 101 . AMC-DMGL. Mf NKK (,O».1J In •FIJI (90)W. " • Ya -
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: If
ALICIA TREVATHICK 242-4253 4 OF 5
LEGAL DESCRIPTION: DRAWN CY.I.G. ODpO.
WOODRIDGE SUBDIVISION. LOT 9, BLOCK 2,
TYPE OF WORK: DATE: OQo1
DETAIL OF PROPOSED DRAINFIELD 2/8/2007
(Rw. 01n0)
0.F-7953 ss-
:.
GARNESS ENGINEERING GROUP, Ltd.
...._..«......•..+.--.,-•. CONSULTANTS 6 GENERAL CONTRACTORS �•---n+�^�^�•�^•'°""'•
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION wowrclucc aunurvuivn; ��
PERFORMED FOR: RAFAEL WIDMAR
DEPTH -- (PAGE 1 OF 2)
(feet) ORGANICS TEST HOLE 1
1
2
3 ] I PRIMARLY
4 MOTTLED ML
w/ LENSES
OF SM
5
11
7
9�IIIIIIIII MOTTLED C SOME
COBBLES
'01,3091,
0
B 011 DAMP SOIL
11 ON BOTTOM
12
13
14
15
16
17
18
DEPTH To
GROUNDWATER
DATE
LIGHT WEEPS
5/25/2002
3.0-3.5'
5/30/2002 1
6•
5/30/2002
6,2
7OF
2
5:56
30
Rz:H
1'
3
5:56
—
•
—
4
6:26
30
5 1/4*
3/4'
5
6:26
1�7f�1
6'
—
6
6:56
30
DEPTH To
GROUNDWATER
DATE
LIGHT WEEPS
5/25/2002
3.0-3.5'
5/30/2002 1
6•
5/30/2002
6,2
6/4/2002
ON
SIEZEMORE TH
1 �TH/z
I
1 1
DATE READING
PERCOLATION
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/30/2002 1
5:26
—
6
—
2
5:56
30
5'
1'
3
5:56
—
6'
—
4
6:26
30
5 1/4*
3/4'
5
6:26
—
6'
—
6
6:56
30
5 1/4-
4'
3/4 -
PERCOLATION RATE 40 (MIN./INCH) PERC. HOLE DIA. 5 (INCHLS)
19
TEST RUN BETWEEN 5.0 FT. AND 5.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO
SOILS LOGGED BY: JASON WOOD PERCOLATION TEST PERFORMED BY: ZACH GALL
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: c
od�0
o�OF °°pp
GARNESS ENGINEERING GROUP, Ltd.
.„.,.,.,...�......,.� CONSULTANTS 6 GENERAL CONTRACTORS w�•��-�-�-�••�•'�""'�' ? ,,,,,, ,,,,,,;9�, oOO
0
v0-1 L !Ro row. sone 101 • CONSULTANTS
4 w PrOl • FEZ um )-1119 • wu aor a • rEsmO Q
SOIL LOG - PERCOLATION TEST ..........
fr y G rness?
LEGAL DESCRIPTION: WOODRIDGE SUBDIVISION: LOT 9, BLOCK 2, PO$ CE- 3 . eQQ
PERFORMED FOR: RAFAEL WIDUAR DATE: 5 25/2002 • , {1-! NdQ
(PAGE 2 OF 2) p°�Odp�”
DEPTH
°�004f e SAO'
TEST HOLE 1
1
SOIL CLAS
2 ' GW 77::7:: ORG
i; GP ML
3 GM CL
a GC OL N
°Y •°. a SW MH
Z '. ••. : SP CH
5 O SM . , ; OH SEE SITE PLAN
6 SC (PAGE 1 OF 2)
7 N DEPTH TO DATE
N GROUNDWATER
8-
9—
9 J SEF PPO S®
to-
w
CLOCK NET TIME WATER LEVEL NET DROP
11 O DATE READING TIME (MINUTES) READING (INCHES)
ILL
(V
12 5/30/2002 1 5:25 - 6" -
2 5:55 30 1/4- S 3/4"
LL
13 O 1 3 5:55 - 6" -
4 6:25 30 2" 4"
14 W1 1 5 6:25 - 6"
Q 6:55 30 2"
15
W
W16—
N
17
18
PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 2.5 FT. AND 3.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES C]NO
SOILS LOGGED BY: JASON WOOD PERCOLATION TEST PERFORMED BY: ZACH GALL
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -07/o7-•
-
6
a"
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 3 GENERAL CONTRACTORS
KEVIN J CARRDLSOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: W...... ' aunurvmivn: 1�1
PERFORMED FOR: RAFAEL WIDMAR W
DEPT PACE 1 L 2
(feet �a�a ORGANICS TEST HOLE #21
1
LENSE OF
GW AT 3'
ML W/ SOME
COBBLES
DEPTH TO
GROUNDWATER
DATE
LIGHT WEEPS
5/25/2002
3.0-5.5
5/30/2002 1
5.7'
5/30/200
6'
6/4/2002
2
5:56
111,
3/4'
5 1/4'
3
5:56
-
N,NIN
•
4
6:26
111111111,
2
4-
t1+y+y77 y[
6:26
0.yzp
6-
1
liiflfi
6
0",
•
2
4
DEPTH TO
GROUNDWATER
DATE
LIGHT WEEPS
5/25/2002
3.0-5.5
5/30/2002 1
5.7'
5/30/200
6'
6/4/2002
im
elEZEMORE TH
t STH/z
I
1 ,1
I
m
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/30/2002 1
5:26
-
6"
-
2
5:56
30
3/4'
5 1/4'
3
5:56
-
6-
-
4
6:26
30
2
4-
5
6:26
-
6-
-
6
6:56
30
2
4
PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 2.5 FT. AND 3.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO
SOILS LOGGED BY: JASON WOOD PERCOLATION TEST PERFORMED BY: ZACH GALL
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: o
GARNLSS ENGINEERING GROUP, Ltd.
_ ....,...y..,..+ CONSULTANTS 3 GENERAL CONTRACTORS ---�"'�"""
`SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: w000Rioct wnurvoivn; Lv. �, o����
PERFORMED FOR: RAFAEL WIDMAR
DEPTH (PAGE 2 OF 2)
(feet) �� TEST HOLE 2
1 —f 7
2
3
4—
U)
5 p
a
6-
7—
U) 7 N
B U
9 J_
O
V)
10
tY
11 O
N
12 LL
O
13-
14—
3 14 LJ
Q
15 n
LLI
16 W
(n
17
16
DEPTH TO DATE
GROUNDWATER
f 2
Qor
SES
A
N
SEE SITE PLAN
(PAGE 1 OF 2)
SCALE:
®
r . goo'
PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHLS)
19
TEST RUN BETWEEN 5.0 FT. AND 5.5 T.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: JASON WOOD PERCOLATION TEST PERFORMED BY: —
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
• _
II11�11111
IIIA
N/NNS
•
I
IIIIIIIII
//%
111111!
4'.68.
•
DEPTH TO DATE
GROUNDWATER
f 2
Qor
SES
A
N
SEE SITE PLAN
(PAGE 1 OF 2)
SCALE:
®
r . goo'
PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHLS)
19
TEST RUN BETWEEN 5.0 FT. AND 5.5 T.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: JASON WOOD PERCOLATION TEST PERFORMED BY: —
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
GARNESS o NGINEERING GROUP Ltd.
TRACTORS
SULTANTS & GENERAL CON
0701 E 1110011 AWAaUIC 101 • AMLIICNILL. M(. "g7• V,GK: YO) ]-{1)0 • A1L YO N • •FBSOE oyr�,pYwYq..em
KEVIN J. CARROLSOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: w000Rioct sVnVivgi�n; w. �. o����
CLOCK
TIME
PERFORMED
FOR: SCOTT FOREST
NET DROP
(INCHES)
DATE
DEPTH
—
PACE 1 OF 2
—
(reef)
____
----
2
ORGANICS
TEST HOLE #2
3
t
—
6
—
4
9:09
2
EMPTY
6'
SM/GM
iSOIL CLASSIFICATIONS
—
6.
—
6
9:12
GW
EMPTY
OR
7
9115
6.
GP
8
ML
3
EMPTY
6.
9
6
GMCL
6'
—
10
9:28
2
EMPTY
6'
GC
OL
4
0..0. a SW
MH
5
ML
'. ••.: SP
CH
W/ LIGHT SAND
SM
� � i
OH
AND GRAVEL.
SC
6
VERY DENSE
VISUALLY
7 IMPERMEABLE
8-
9-
10-
11 -
-
9-10•11•
12-
13
14
15
16
17
18
DEPTH TO DATE
GROUNDWATER
LOCALIZED WEEP 7/7/1998
0 5.0'
7'9" 7/11/199
irn-ess.:
7 53
•' �tPG
(eaale�Oo�/
NORTH TEST HOLE
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
7/7/1998 1
9:05
—
6.
—
2
9:07
2
EMPTY
6.
3
9:07
—
6
—
4
9:09
2
EMPTY
6'
5
9:10
—
6.
—
6
9:12
2
EMPTY
6.
7
9115
6.
—
8
9:16
2
EMPTY
6.
9
6
—
6'
—
10
9:28
2
EMPTY
6'
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. b (INUHtJ)
19
TEST RUN BETWEEN 1.75 FT. AND 3.25 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: PERCOLATION TEST PERFORMED BY:
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
GARNESS ENGINEERING GROUP, Ltd.
_ I :,._, CONSULTANTS S GENERAL CONTRACTORS �—�•'�^�""
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: w000R uce aUnurvwiun; ��. �,
PERFORMED FOR: SCOTT FOREST
DEPTH (PAGE 2 OF 2)
(fe
et) TEST HOLE 2
T1 I
2
3
En
s 0O
a
6-
7—
V) 7 N
8 U
9 J
F5
V)
10
0_
11 O
LL
N
12 li
O
13-
14— W
O
a
15 0_
W
16 W
N
17
18
19
Pio]
DEPTH TO DATE
GROUNDWATER
E 2
?PGS 1
SEE
1998
NORTH TESH HOLE
DATE READING
CLOCK
TIME
' IIIIIIIii
�.
WATER LEVELI
READING I
NET DROP
(INCHES)
IIIA
PRESOAKED 4+
HOURS TO TESTING
//.
N,HN�
•
i.4i�...
IIIIIIIII
2
1:30
_
5 7/8'
!1!111!
3
1:30
—
6'
—
DEPTH TO DATE
GROUNDWATER
E 2
?PGS 1
SEE
1998
NORTH TESH HOLE
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVELI
READING I
NET DROP
(INCHES)
7/7/1998 PREC. HOLE WAS
PRESOAKED 4+
HOURS TO TESTING
1
1:00
—
6'
—
2
1:30
30
5 7/8'
1/8'
3
1:30
—
6'
—
4
2:00
30
5 7/8'
1/8-
5
2:00
—
6'
—
6
2:30
30
5 7/8'
1/8
PERCOLATION RATE >120 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.75 FT. AND 4.25 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
TION TEST PERFORMED BY:
SOILS LOGGED BY: PERGOLA
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA P RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z
GARNESS ENGINEERING GROUP, Ltd.
... ... ....,., �.,". M.... CONSULTANTS 3 GENERAL CONTRACTORS
KEVIN J. CARROLSOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION:
PERFORMED FOR: SCOTT FOREST
DEPT ORGANICS
(feet' TEST HOLE #1
1
ML do SM/GM
2 MIX OF SILTY
SANDY SOIL
W/ SOME LIGHT
3 GRAVEL. VISUALLY
LOOKS POOR.
4
5
0
ML
7 HARD DIGGING
VISUALLY
IMPERMEABLE
8
9.
10.
11.
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
DATE
HEAVY WEEP
7/7/1998
O 5.0'
7/7/1998
•"
Elm
��
1
1611191
—
6"
—
=�3g0�p.�
1:35
HN
•
3 1/16"
3
1:36
—
'f4fY[[Y77 S++i
—
MyEpVi
If��7f�1i
2 15/16"
Y/VBi
•
2:06
1 —
DEPTH TO
GROUNDWATER
DATE
HEAVY WEEP
7/7/1998
O 5.0'
7/7/1998
5.0'
7/11/199
SOUTH TEST HOLE
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
7/7/1998
1
1:05
—
6"
—
2
1:35
30
2 15/16"
3 1/16"
3
1:36
—
6"
—
4
2:06
1 30
2 15/16"
3 1/16"
5
2:06
1 —
6"
—
6
2:36
1 30
2 15/16"
3 1/16"
PERCOLATION RATE 10 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 2.25 FT. AND 2.75 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: PERCOLATION TEST PERFORMED BY:
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -?-17.411 t
GARNESS ENGINEERING GROUP, Ltd.
�,w a .., T- �e
CONSULTANTS 3 GENERAL CONTRACTORS .•,,,, . •..... .......:...
— SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: WOODRIDGE SUBDIVISION; LOT 9. BLOCK 2.
PERFORMED FOR: RAFAEL WIDMAR DATE:
(feet) w ITEST HOLE SIZEMORE
1 a —
2 Lv
cy-
3 ME
W
4 N
V)
5
6 >-
DO
7 0
w
CD
8-
0
J
9
J_
N
10 O
11
B.O.H.
12
13
14
15
16
17
18
DEPTH TO DATE
GROUNDWATER
DRY 5/30/200
DRY 6/4/2002
enre u�®
CE -7953
.... �<
NORTH TESH HOLE
DATE READING
•.
NET TIME
(MINUTES)
�.
•
111111111
111191
-
NZA
uum
N.!b$
111111111
30
5 3/4•
�t1f11i
'oJ , •
5:53
-
DEPTH TO DATE
GROUNDWATER
DRY 5/30/200
DRY 6/4/2002
enre u�®
CE -7953
.... �<
NORTH TESH HOLE
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/30/2002 1
5:23
-
6•
-
2
5:53
30
5 3/4•
1/4-
3
5:53
-
6
-
4
6:23
30
5 3/4•
1/4-
5
6:23
-
6•
-
6
6:23
30
5 3/4•
1/4 -
PERCOLATION RATE 120 (MIN./INCH) PERC. HOLE DIA. b (INLHtW
19
TEST RUN BETWEEN 5.0 FT. AND 5.5 T.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: JASON WOOD PERCOLATION TEST PERFORMED BY: ZACH GALL
COMMENTS:
PERFORMED BY GEG. Ltd. I. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -
Municipality of Anchorage
Development Services Department
/ Building Safety Division
Onsite Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
L www.muni.orglonsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. OP6 -093- /7
1. GENERAL INFORMATION
Complete legal description WOODRIDGE, LOT 9, BLOCK 2
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y
COSA# 011041014
Expiration Date: 3 -7 -02 --
Location
—7—D
Location (site address) 4920 WOODRIDGE CIRCLE • ANCHORAGE. AK
Current Property owner(s) ALI CIA TREVATHICK Day phone 242-4253
Mailing address 7801 LADAFA PLACE • ANCHORAGE AK 99507
Lending agency Day phone
Mailing address
Real Estate Agent Day phone
Mailing address
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well
0
Individual On-site
0
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Weil
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems
Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, 1 verify that my
investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) 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 riles and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd.
Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, UD. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines B Regulations. The reported results described the performance of the,
system under the conditions encountered at the time of the test, and separation
distances measured to readily Identifiable features. The operational life of off wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the solo benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party Is not authorized, nor will R confer any legal right whatsoever.
5. DSD IGNA RE
Approved for Li bedr ms.
(sappro
!/ Conditional approval for
I ^ -
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Phone 337-6179
Date tt'Zb c _
IffIlllillifi
bedrooms, with the fllowing stipulations:
C%
1
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Reort
Other
By: (!t//� / /�1 �. (L� �� Original Certificate Date:
(Rw. 11N5(
CE -7953
.1j1.b`p
trLi
1
Municipality of Anchorage
Development Services Department
SWIding Safety Division
On -Site Water; Wastewater Program
4700 aragaw Sheet
P.O. Banc 196660
Anchorage. AK 99519.8650
Www.muN.wg/onsite
(907)349.7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: WOODRIOGE LOT 9 BLOCK 2 Parcel 10:19,20 - 93-/7
A. WELL DATA
Well type F ATE If A. B, or C provide PWSID# N/A Well Log (Y/N)_ YES
Data completed _ 7/3/2007 Sanitary seal (Y/N) YES Wines properly protected (Y/N) YES
Total depth 206 ft. Cased to '40 ft. Casing height (above ground) 24 in.
BEDROCK
FROM WELL LOG AT INSPECTION
Date of test 7/3/2007
Static water level 67
Well production 6
g.p.m.
WATER SAMPLE RESULTS: g.p.m.
Coliform 0 colonies/100 ml. Nitrate N/D mg./L. Other bacteria
_oolonies/100 mi.
Arsenic: 3.11 ug,/L. Date of sample: l 1 15 2007 Collected by: GEG Ltd.
B. SEPTIC/HOLDING TANK DATA THIS IS A QUANICS AEROCELL UNIT
Tank Type/Material SEPTIC/STEEL Date installed 9/7-11/20o7
Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES
Foundation deanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) YES
Date of pumping NEW Pumper
C. ABSORPTION FIELD DATA
Date installed 9/7—t 1/Zoo7 Soil rating .p.d. r ftr/bdrm) 1_0
Length 120 (2 O 60)R,
*5.47/
Total depth *5.45 ft,
Width 5 ft.
System type TRENCH
Gravel below pipe 0.59/0.63 ft.
Efl. absorption area 600 ft' Monitoring tube YES Depression over field NO
Date of adequacy test NEW
Results (Pass/Fall) PASS
Fluid depth in absorption field before test= in. Water added =gal
Elapsed Time: = min. Final fluid depth = in.
For 4 bedrooms
New depth =in.
Absorption rate >=___600+ g,p,d
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date ___=._
D. LIFT STATION
Date installed9/7-11 /2007
"Pump on" level at TIMERin.
Datum BOTTOM OF TANK
E. SEPARATION DISTANCES
Size in gallons
264 Manhole/Ac:cess (Y/N) YES
"Pump ofr level at TIMER in. High water alarm level at 36 in.
Cycles tested— Meets alarm & circuit requirements? YES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot
100'+
Absorption field on lot
100'+
Public sewer main
N/A
Sewer /septic service line 25 +
Animal containment areas 50'+
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/cleanout N/A
Holding tank N/A
Manureianimal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
fne 5'+ Absorption field 5'+
Building foundation � Properly i
Water ain N/A Water service line
10
m '+ Surface water 100'+
Wells on adjacent lots100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Properly line 10'+ Building foundation
10'+ Water main N/A
Water service line 10'+ Surface water
100'+ Driveway, parking/vehicle storage 10'+
Curtain drain
NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
i certify that I have determined through Held inspections and + ; , , • • y*.
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this ... r Y. • • • • • • • •
eS.
date. 4.�. CE -7953
Engineer's Printed Name JEFFREY A. GARNESS //
• fr'a.�e.F„o
Date 11 2 b/��• sdProfess'w'
COSA Fees O
ra �/oa
Date of Payment %o�
Receipt Number�y��
(Rev. 11105)
Waiver Fee $
Date of Payment
Receipt Number
ANALYTICA
GROLP
Gamess Engineering Group, Ltd.
Atm: Jody GEG,Ltd.
3701 E Tudor Road, Suite 101
Anchorage, AK 99507
907-337-6179
Fax: 907-338-3246
Client Sample ID:
Sampling Location: Woodrodge L9 B2
Client Project: Private Well Testing
Sample Matrix: Aqueous
COC #:
PWS#:
Residual Chlorine:
Comments:
Analytica International, Inc.
4307 Arctic Blvd.
Anchorage, AK 99503
Phone: 907-258.2155
Fax:907-258-6634
Report Date:
1121/2007
Receipt Date:
11/152007
Sample Date:
11/152007
Sample Time:
12:35:OO13M
Collected By:
PB
Me Definitions•
MRL - Method Reporting Limit
MCL - Maximum Contaminant Limit
B = Present also in Method Blank
If - Exceeds Regulatory Limit
M - Matrix Interference
J - Estimated Value
D Lost to Dilution
•• = RL higher than MCL; target not detected
TNC = Too Numerous to Count - result rcjected
CF = Confluent Growth - result rejected
TCNG - Turbid Culture No Growth - rejected
Lab#: A0711181-0IA
Analysis Method
Parameter Result Units Flags MRL Prep Prep Analysis
g MCL Method ra,
MF
Bacteria, Other QNRL CFU/I OOmL 1.0
Total Coliform QNRL CFU/IOOmL 1.0
Test was conducted by: Analytica - Anchorage
11 / 15200711 / 15200T'L
I 11 /15200711/15200T'L
Lab#: A0711181 -01B
Analysis Method
Parameter Result Units Flags MRL Prep Prep Analysis
> MCL Method Date Date Analyst
4500-NO3E (Aqueous) -Nitrate
Nitrate as N Test was conducted by: Analytica -Anchorage
4NRL mg/L 0.10 10 11/16200711/162007AJ
Lab#: A0711181-0IC
Analysis Method
Parameter Result Units Flags MRLPfep Prep Analysis
200B2tx1.R _ c.....:..
MCL Method Date Date Analvst
Arsenic
/ Well water
3.11 ug/L
Reported by: Steve Gaither,
Laboratory Project Manager
was
0.15 10 200.8 11/19200711/19200MY
Page 1 of 1
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
AND C/�S�t Macs
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
Day of X( Z of 20aZ, by and between C,,e�4.,,, &,f ,rte ,
mss`
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Memorandum of Understanding agree as follows:
1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality
grants permission to Owner to utilize and operate an Advanced Wastewater
Treatment System (AWWTS), described as �p/ n , n� t located
at /,f t7(A % ,rte �� � L9 , Anchorage, Alaska.
2. Definitions.
A. Alteration. Any change to the design or function of an AWWTS that
Includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design. Prior to
performing any alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On -Site Systems Approval. An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with AMC 15.65.
These approvals certify that the systems are adequate for the homes that
they support and meet the codes that were in place at the time of system
construction.
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AW WTS that were included in
the original design which would allow the AW WTS to continue to
perform as designed.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AW WTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. Fee. Owner shall pay to Municipality an annual fee of
($_7(l.00), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AW WTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of On -Site approval is issued to
the new owner or transferee of the property.
S. Alterations installation and Removal of Additional F, ui ment. Owner agrees
not to make any alterations, removal of parts or additions to the AWWTS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2)
maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs.
Further, Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terms and conditions contained in the Owner's AWIVTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. The schedule of maintenance and repair contained in the Owner's AWWTS
Operating Permit is:
C. Owner acknowledges that the fine
AWWTS are codified in AMC 14.60.
for failing to maintain and repair an
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the system.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AWWTS.
7. Nonw•aiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions,
nor in any way effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such party thereafter to enforce each and every provision
hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties, with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Owner:
Anchorage: Lurchasintz Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9..furisdiction: Choice of Law, Any civil action arising from this Memorandum of
Understanding shall be brought in the Superior Court for the Third Judicial District of the
State of Alaska at Anchorage.
The laws of the State of Alaska shall govern the rights and
obligations of the parties under this Memorandum of Understanding.
10. Severability Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
Of the Memorandum of Understanding.
21 FR:
By:
Date:
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
TtUNICIPALTTY:
By:
Title:
Date:
) ss.
The fo egoing in ent was c nowt Edged before me this //
20 2 by the day of