HomeMy WebLinkAboutLAKEWOOD HILLS #4 BLK 1 LT 1Lakewood Hills
#4
Block 1
Lot 1
#015-134-29
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.ak.us (907) 343-7904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SW100009 PID Number: 015-134-29
Name: LARRY MCBAIN
Wastewater System: ® New ElUpgrade
yewa
Address:
PO BOX 231169 *ANCHORAGE, AK 99523
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 223-3725 5
■Deep Trench ❑Shallow Trench ❑Bed ❑Mound ❑Other
LEGAL DESCRIPTION
Soil Rating: O 8
U
Total Depth from original grade:
10 MAX Ft.
GPD/Sq. Ft.
Block: Lot: Subdivision:
Depth to pipe bottom from original grade:
Grovel depth beneath pipe:
1 1 LAKEWOOD HILLS #4
3.99 MAX Ft.
6.01 Ft.
Township: Range: Section:
Fill added above original grade:
Gravel length:
— — —
SEE DWG. Ft.
80 Ft.
WELL: ■ New ❑ Upgrade
Gravel width:
2.5
Number of lines:
1
Distance between lines:
—
Ft.
Ft.
Classification (Private, A,B,C):
Total Depth:
Cased To: BEDItOCk)
Total absorption area:
Pipe material:
PRIVATE
360 Ft
10Ft
960 So. Ft.
D 3034/ F-810
Driller.
HEFTY DRILLING
Date Drilled:
9/1/2010
Static Water Level:
72
I Installer:
SANDERS & SANDERS
Dote installed:
8/18-19/10
Ft
Yield:Pump
3
Set At:
332.83
Casing Height Above Ground:
2
TANK
GPM
Ft•
Ft.
SEPARATION DISTANCES
■ Septic ❑ Holding ❑ S.T.E.P. ❑ Other*
TO
Septic
Absorption
Lift
Holding
Public/Private
Manufacturer:
ANCHORAGE TANK
Capacity in gallons:
1500
From
Tank
Field
Station
Tank
Sewer Lines
Well
100'+
100'+
—
—
25'+
Material:
STEEL
Number of compartments:
2
Surface Water
100'+
100'+
-
-
-
LIFT STATION
Lot Line
5'+
10'+
—
—
—
Size in gallons:
Manufacturer.
Pump on" level at:
'Pump off" level at:
a er alarm at:
Foundation
5'+
10'+
—
—
—
Pump Make do Mod
ectrical Inspections performed by:
Curtain Drain
NONE KNOWN
BENCH MARK
Remarks:
Location and Description:
GARAGE DOOR SLAB
Assumed Elevation:
106.25
Ft•
Inspections performed by: GEG, Ltd. Dates: 1st 8/18/2010
ENGINEERS S L
�0�00 O
�4
2nd 8/19/2010
o OF
��....., • .,95;��0
3rd —
Qo
Development Services Department Approval
0 4*0�0
Conditional approval: Date:
s. -CE
�0 Gam ss. -
-7 5 mQ
CE -775
Reviewed and approved by: i !l t' Date: L'4�oapPafessio�°o
(Rev. 4/06)
QQO�Q�pO
PERMIT NUMBER:
SW100009
AS—BUILT DRAWING PARCEL INUMBER;
015-11 34-29
TEST HOLE LOCATIONS WERE
A B C
INCORRECTLY SHOWN ON
DESIGN. MEASUREMENTS
FCO
12.62 12.54 56.75 I
WERE TAKEN FROM WRONG
ST1
44.57 44.58 59.83 I
PROPERTY CORNER.
ST2
54.14 54.18 65.15
/
— — - DBL1
59.91 60.01 68.94 RESERVE SITE WILL REQUIRE I
ADVANCED TREATMENT
/
/
DBL2
63.04 63.08 71.10 I
/
C01
39.44 39.48 40.82
MT1
41.33 41.38 42.10
CO2
109.61 109.64 103.83 I
/
MT2
109.03 109.05 103.40 �� TH#12
MT
NEW DRAINFIELD
G
I
DBL2 /
DBL1
Al /
2 •
I
I ST1Hif21� I
NEW 1500 SEPTIC ANKLO� •
/
MT1
I
C01 I
FCO � I
A \
B \\I
NEW 5
�� :'.;• .` BEDROOM
HOUSE
\\�
s•.!. .>
���
'
I ; 100' WELL RADIUS I
I I
T
UPPER O'MALLEY ROAD SCALE:
1" = 50'
o6oOp O
r
"_'.. �, r "K'1`
o
,...,,,, ......... .. .... .„ . .. ... :am"ti..,,., ..,. _.�,... ,. .. ,�.�, ......,....... . .. ...
GARNESS ENGINEERING GROUP, Ltd.4
/( •��O
off•
4
CONSU'LTANTS & GENERAL CONTRACTORS
• • • • �
� -y ... ° ° ° ° °O
F
3701 E TUDOR ROAD. SURE 101 ANd10WIGE. AK 98507 MW (907)337 179 FAX (907)3M -3M
PAGE NUMBER:
),
s° °°••°•° D
PREPARED FOR: PHONE NUMBER:
LARRY MCBAIN 223-3725 2 OF 3
f fejjeAss:
OQ4
s , CE. -7 53
LEGAL DESCRIPTION: DRAWN BY:
LAKEWOOD HILLS SUBDIVISION #4; LOT 1, BLOCK 1, A.J.G.
TYPE OF WORK:
DATE:
4�4aprofess*10
OpOp000�
AS—BUILT DRAWING OF WELL AND SEPTIC SYSTEM 12/10/2010
(Rev. 01105)
PERMIT NUMBER: AS -BUILT DRAWING PARCEL INUMBER:
-
SW100009 015-11 34-29
FINAL GRADE = 100.56-100.70
ST1 ST2
TOP OF TANK TOP OF TANK
AT INLET = 96.48 AT OUTLET = 96.51
NEW 1500 GALLON
INVERT OF BUNG SEPTIC TANK INVERT OF BUNG
AT INLET = 95.87 f AT OUTLET = 95.75
TH#2
FINAL GRADE = MT CO ORIGINALGRADE TH#1
99.47-102.10 __*� p " = 98.92 I H#L
RELATIVE ELEVATION OF BOTTOM
OF TESTHOLE = 81.92 (DRY)
INSULATION
I- FILTER FABRIC
INVERT OF PIPE
=-9+4,3--
q -i ,93
BOTTOM OF
=NCH = 88.92
RELATIVE ELEVATION OF BOTTOM
OF TESTHOLE = 81.92
(GROUNDWATER ® 83.32)
P •.•
•. D�
GARNESS ENGINEERING
GROUP, Ltd.
p * : 4
CONSULTANTS & GENERAL CONTRACTORS
• • • .
• • • • • • • • • • •
3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)336-3246 • WEBSRE: www.gameeeenginee8ng.com
PREPARED FOR:
PHONE NUMBER:
PAGE NUMBER:
••
LARRY MCBAIN
907-223-3725
3 OF 3
, r y
004
J�
rness:
LEGAL DESCRIPTION:
LAKEWOOD HILLS S/D
BLOCK 1 LOT 1
DRAWN BY:
A.J.G.
9i • CE -7
*:,&
53
#4; '
i
.it�•.
TYPE OF WORK:
DATE: OQdprofessio�oo
�D0000�a
PROFILE AS BUILT
12/21/20
0
(Rev. 01/05)
ALJ -31-20°11 01.34P FROM:
u
TO • 7J-8-3245
P,1
Y Pu mp Installation Log L`1 '91" �:��5" i"
``]7 �1 er Ori,111 �o
LOCATION:
/ l!�
ABOVE GROUND
f'1aNP
NAME:
WE:
'itless Adapter Manufacturer's Name:
'itless Adapter Installer: " Pw i li 5
PUMP TOPE
S 6ff
MAKE
(�
r LmC\
MODEL
I
u
SERIAL it
Pump
jl
DROP TYPE
Motor
li
Type
Cont tion
IUeU.
POWER CABI E-
pp
Type C )C, �'� IN VL Site I U) lel
Condition
k/C LCL/
ELECTRICAL.
Volt■
1�-50
Amps
� 0� l>
WATER TANK.
Type_
Wr c IIJ l L l
WELL CASiNOZ
Site
SIN
j°J
C. `
(")l
("l b't Dia, TVs 51�fe.1
p
CASED HOLE.
From
a To ) 00 '
(TAKE STRUCTURE.
Typo
I y IA L'VL,V'1e'7
From
1�y ' To
OPEN HOLE.
From
i? ( To i� o
was disinfected upon completion.
thod: calcium hypochlorite.
JAN -31-2011 01:34P FROM: TO:3383246 P.2
q-fefty Di-d2IN, � ,c
lVater Weff 'DriJCmq ntzd'Fwvp service
'alttefornW, `F,6.15G'ca (007) 445 -coca,
Well Log
Drilling started: 0$. 302010t•ompleted: 09, 012010
CitWBorough:
Subdivision:
BI.00'I:
I I_UT
I property Owncr Name R Address: Larry McBain
ISite:7781 Upper P.O. Box 231169
nehorage
Lakewood Hills 4
1
1 1
Ornalley Rd. Anchorage,AK 99523
Meridian To%vnship Rangc Scerion % of VA of 14 of `'14
BOREHOLE: DATA(from top of Casing)Depth
Drilling method: (X) Air rprary. ( ) Cable tool, Other
iVlatcl'ial: 'I-ype, Color &t. wentess From To
Well use: ( )Public supply_ (X) Domcstic. Other
stickup
0
2
Depth ofholc: _ 36.Q� It, Casing stickup: Z ft
Casing pylae: steel - -Thickness: T 250 inches
C'asinv diameter: 6 inches Casing depth: __ 100___ ft
sand
2
14
Liner type: - Diameter: - inches Deprh:_ - fl
silt & rock
14
18
Static water (from top of casing): 72 ti on 09' 02 : 2010
Pun,pin�, Ic�'cl yield:.—. feet after hUln'. cat - gpn,
_,
Recovery rate: 3 gpm. Method of testing: airlift
clay layer
18
20
Development method: airlift Duration: 1 hour
silt & rock
20
48
Well intake opening r'pc: ( ) Open end. (X ) Open hole. Other 4 _
Screened: Start: - !1. Stopped • — -- h
Sercen 1Y c: _- - _Slot: n,csh size -'
moist clay w/ rock
moist
48
98
11CI Urnled: Start: - ft Stopped:
Start: _ - l). Stopped: - t�
bedrock
98
360
Note: ................ ..................... ............. ....... . . ........
Grout Type: __. I�QntOnite Vulutne -
r)cptll; frnrn ground surface ro 20 ft
Pump intake depth: _ h
Pump tics: hp. Brand name:
Was well disinfected upon completion.' (X) Yes. ( ) No
Mcthod ofdislnicctlon:Calcilum..H o.Ghlorits..(.Chlorine.)...
Drilierconiment5. disclaimers: ............. ............ .............. ........:............
H2O fractures at 1.20'-140'
.. ... ...4 .................................................
196-200', 285'-290'- and :_._......_. ........
320'-330' ,
\`ell driller name: Johnny
Company- name:... Hefty Drilling: lnc.
Mailingaddres.:...3. Akula Dr.
.
- -•-------•-----_------ --------• .------............
city: _Anchorage _ _ Slaic: AK zip 99516
Phone number:: { 907 345 _ 0593 fax:345-4700
��
Driller. signature: !
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Section
. 4700 South Bragaw St.
P -O- Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
Attention: PropeWowner shall provide a well log to the
DSD within 60 days of well completion.
Pcrmit dumber: SWI 00009
Date of Issue: Feb/09/2010
Parcel ldenritic:ttion Number 015— 134-29-_.
Is well lucated at approved permit location'' ( X) Yeti or ( ) No
SGS Ref.#
1114737001
Client Name
Garness Engineering Group, Ltd
Project Name/#
Lakewood Hills 4 BILI
Client Sample ID
Lakewood Hills 4 BILI
Matrix
Drinking Water
Printed Date/Time
10/10/2011 13:44
Collected Date/Time
09/29/2011 9:00
Received Date/Time
09/29/2011 9:34
Technical Director
Stephen C. Ede
Sample Remarks:
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date Init
Metals by ICP/MS
Arsenic
Waters Department
Total Nitrate/Nitrite-N
Microbiology Laboratory
Colony Count
Fecal Coliform
Total Coliform
ND
5.00
ug/L
EP200.8
C
(<10)
09/29/11 09/30/11
NRB
0.234
0.100
mg/L
SM20 450ONO3-F
B
(<10)
10/05/11
AYC
0 col/100mL
SM20 9222B
A
(<200)
09/29/11
CR
0 col/100mL
SM20 9222B
A
(<1)
09/29/11
CR
0 col/100mL
SM20 9222B
A
(<1)
09/29/11
CR
PROPOSED F"SHM FLOOR
am (iss6mml
mposw 'affibw om�
aVV, (AS%%dM)
ZONNO OISIRICT
FRORT OWLD40 SMACK
SIX � SMACK
RE -Ag SkAofto WISACK
LOT 2
bb
UPPER O'MALLEY ROAD -1
LOT 4
LOT 5
UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES.
THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TPANSAC11ON ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST OF THE SURVEY,
LISTED DISTANCES PREVAIL OVER SCALING, REPRODUCTION MAY CAUSE ERRORS IN SCALE
LOT SURVEY SURVEY TYPE SYMBOLS
FOUNDAMM AS -BUILT SET REBAR dsltNc PROPOSM 177", 7'71 7
❑ FINAL SIRUMPE AS-SWLT W* DRAINAGE ASPHALT
E3 PLOT PLAN . AS --MILT . , . LOT SURVEY... TOPOGRAPHY FOUND REBAR 0 9 WOOD FENCE CONCRETE
IR ASMLr , 110 CORNERS SET Ej RECMTIFICATION AS-SUILT ... NO CORNERS SET (fEaD ASSUMED ELEV. 4� )( METAL FENCE WOOD DECK
ow
IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO
CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE
TO nNISHEO GRADE AND UTILITY CONNECTIONS AND TO DETERMINE
THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS
WHICH 00 NOT APPEAR ON THE RECORDED SUBDIVISION PLAT.
SURVEY CERTIFICATION I 111kUlaft—
�mlffjkw_'T
I twaby ceevfy that t have oyaca, &ew'"
#,* tat porn ead 40—keal hereon, MW that I
hava fawsd w *400bo*wd CA at U. tat —
69 * ft the ploft oo4 td the best of my,
kl**.dw -4 "" .1 dk b*- b"
WAICWN.d true and 1.
FOUNDATION AS—BUILT
1, Robert F_ .worn * hest.) eaOrtlry tow I
=::='_�wgt vwwat the
':
tot anal th0 40 the
&"wwj&" and ivrrm~ ft *he— hvx
a,* bum m enw*d"t* owwt A"—
shorn adser.yse.
FINAL STRUCTURE AS -BUILT
i Rawt r- 'Mme. 'k" hwaby mt"'r that I
h— pwiern — A. -Wt 6r -y at the
bw%we w UM. W aW that .0 0,e
dbnsnsacns am krfb"atfon ae sheat be—
aro Me and — wad_wt. _w weeea
ahore 0"W'.;e6.
ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE
SHOWN- FENCES, WELLS, SEPTIC CLEANOUTSr SIDEWALKS. DRIVEWAYS,
ETC— ARE SHOWN IN THEIR APPROXIMATE LOCATION. ONLY, SNOW
MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED,
ALL DISTANCES ARE RECORD UNLESS OTHERIMSE NOTED,
Prepared by
Robert E. Johns, Jr. 64 Assoc.
Professional Land Surveyors
1 842 E. 12 AVE.
ANCHORAGE, ALASKA 99501
Scalc 1tt 60' Reo. Lot S.F, Re-- Plot File No,
Date Surveyed-. 01/05/1 1 Drawl b"' RJ
Checked 9WL
Date Drawn: 01/06/11 G"'c' 2540 W.O. 11-4
LAKEWOOD HILLS #4
BLOCK 1 10T 1
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 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
Renewal
Permit Number: SW100009
Date Issued: Feb 09, 2010
Expiration Date: Feb 09, 2011
Parcel ID: 015-134-29
Legal Description: LAKEWOOD HILLS #4 BILK 1 LT 1
Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 007781 UPPER OMALLEY RD
Owner Name: LARRY MCBAIN Lot Size: 42689 SO. FT.
Owner Address: PO BOX 231169 Total Bedrooms: 5 Permit Bedrooms: 5
ANCHORAGE. AK 99523 -
This permit is for the construction of:
Q Disposal Field [?) Septic Tank ❑ Holding Tank ❑ Privy Q 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.
Issued By:
Date: 'Z 9 0
Date: `I ��
o,.
Municipality of Anchorage
Development Services Department
Building Safety Division
Upgrade
On -Site Water and Wastewater Program
Renewal
4700 Elmore Road
P.O. Box 196650
Anchorage, Alaska 99507
www.muni.org/onsite
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. Q I '— 13y — Z j
Property
Mailing
phone 407 Z23 -372,S'
,ode qqS -3 - 116�
Site address 7701 UoOer U m .d lQH In{ Zi�%p Code S %
Legal description (Sub'd., Block & Lot) 1-0 �CeCJoo<Q h i �S 4//�11<
Legal description (Township, Range & Section)
Lot Size M i3 Acre- Sq. Ft.
LI2, 6e5
THIS APPLICATION IS FOR (® all that apply):
Absorption Field ❑
Septic Tank 19
Holding Tank ❑
Privy ❑
Private Well (�
Water Storage ❑
Number of Bedrooms
6
THIS APPLICATION IS AN:
Initial
❑
Upgrade
❑
Renewal
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.
of prof5erty/owner or authorized agent)
Permit/Rush Fees: ! 3 D Waiver Fees:
Date of Payment: 2 ' % — Date of Payment:
Receipt Number. o asp 33 Receipt Number.
(Rev. W05)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS S GENERAL CONTRACTORS
February 5, 2010
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
(907)343-7904
Ref: Renewal of Well and Septic Permit for Lakewood Hills S/D #4; Block, Lot 1
To whom it may concern:
It is our understanding that owner is requesting the well and septic permit (#SW090016) be
renewed for the referenced property. The design has not been revised and we are unaware of any
changes to the property that will affect the proposed well and septic system as designed. We
have attached are revised specifications for 2010. Please renew the permit as designed.
3701 E. Tudor Road Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179 • Fax: (907) 338-3246' Website: www.gamessenginecring.com
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
Renewal
Date Issued: Feb 18, 2009
Expiration Date: Feb 18, 2010
Permit Number: SWO90016 Parcel ID: 015-134-29
Legal Description: LAKEWOOD HILLS #4 BLK 1 LT 1
Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 007781 UPPER OMALLEY RD
Owner Name: LARRY MCBAIN Lot Size: 0 SO. FT.
Owner Address: PO BOX 231169 Total Bedrooms: 5 Permit Bedrooms: 5
ANCHORAGE. AK 99523 -
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: b Cf
J
Municipality of Anchorage
--1 Development Services Department
\ Building Safety Division
On -Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, Alaska 99507
www.muni.org/onsite
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 015-134-29
Property owner(s) Larry McBain Day phone 907-223-3725
Mailing address PO Box 231166 Zip Code 99523
Site address 7781 Upper Omalley Zip Code 99507
Legal description (Sub'd., Block & Lot) Lakewood Hills #4 81 L7
Legal description (Township, Range & Section)
Lot Size 42689Y Sq. Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
ED
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
El
Water Storage
❑
Number of Bedrooms 5
THIS APPLICATION IS AN:
Initial
❑
Upgrade
❑
Renewal
0
I certify that the above information is correct. I further certify that this application is being made for a
Single Farpily Dwelling and is in accordance with applicable Municipal Codes.
(Signature of prop(rty3fwner or authorized agent)
Date of Payment:
Receipt Number: ! �7 S�y Receipt Number:
(Rev. 11/05)
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Renewal
Permit Number: SWo80o15
Legal Description: LAKEWOOD HILLS #4 BLK 1 LT 1
Design Engineer: 0855 GARNESS ENGINEERING GROUF
Owner Name: LARRY MCBAIN
Owner Address: PO BOX 231169
ANCHORAGE, AK 99523 -
Date Issued: Feb 27, 2008
Expiration Date: Feb 26, 2009
Parcel ID: 015-134-29
Site Address: 007781 UPPER OMALLEY RD
Lot Size: 42689 SO. FT.
Total Bedrooms: 5 Permit Bedrooms: 5
This permit Is for the construction of:
❑ Disposal Field [] Septic Tank Ej Holding Tank E] Privy El Private Well
❑Water Storage
All construction must be In accordance with:
I. 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: 4a -2 7/-o ty
Issued By.
Date: Z C
"�newa�c
Municipality of Anchorage
l • -tel Development Services Department
o"
Building Safety Division
-- On -Site Water and Wastewater Program :may
4700 Bragaw Street s
P.O. Box 196650
Anchorage, Alaska 99519-6650
www.muni.org/onsite
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. _ /�j - 13 g- p -q"
Property
Mailing a
Site address
Legal description (Sub'd., Block & Lot)
L'SC22 C /l Day phone3-
X o23 //�o /a/P Zip Code 993
Zip Code
Legal description (Township, Range & Section)
Lot Size 4-0&0 Sq. Ft. Number of Bedrooms
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
Q'
Septic Tank
O
Holding Tank
❑
Privy
El
Private Well
0
Water Storage
En
THIS APPLICATION IS AN:
Initial
O
Upgrade
❑
Renewal
❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Fa Ily welling and is in accordance with applicable Municipal Codes.
of property o er or authorized agent)
Permit/Rush Fees:
Waiver Fees:
Date of Payment:/�` Date of Payment:
Receipt Number. ��/� Receipt Number.
(Rev. tiroU��
s) _
MUNICIPALITY OFANCHORAGE
Development Services Department
On -Site Water d 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
Permit Number. SW070015
Date Issued: Feb 27, 2007
Expiration Date: Feb 27, 2008
Parcel ID: 015-134-29
Legal Description: LAKEWOOD HILLS 114 BLK 1 LT 1
Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 007781 UPPER OMALLEY RD
Owner Name: LARRY MCBAIN Lot Size: 42689 SO. FT.
Owner Address: PO BOX 231169 Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE. AK 99523 -
This permit is for the construction of:
❑.r 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 specked 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
Date:
Issued By. 1 I Date: Z_I7
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.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. I G i ' 1 -3
Property owner(s) LARRY MCBAIN Day phone 223-3725
Mailing address P.O. BOX 231169 • ANCHORAGE- AK
Site address Zip Code 99523
Legal description (Sub'd, Block & Lot) LAKEWOODS HILLS SUBDIVISION f/4. LOT1. BLOCK 1.
Legal descriptrio�b9
n (Township, Section & Range) N/A
Lot Size 9 W Sq.Ft. Number of Bedrooms 4
THIS APPLICATION IS FOR (Nall that apply):
Absorption Field
19
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
THIS APPLICATION IS AN:
Initial
19
Upgrade
❑
Renewal
❑
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.
Permit/Rush Fees: U�6 /
Date of Payment: X- o - c)7
Receipt Number: 57ycz,
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
NUMBER OF BEDROOMS:5
GALLONS PER DAY (GPD): 750 /
PERCOLATION RATE/S:5 & 10 MIN./INCH /
PROPOSED APPLICATION RATE: 0.8
MINIMUM DRAINFIELD SO.FT.: 937.5
Al
MAXIMUM DEPTH:10 FEET
WIDTH: 2.5 FEET
LENCTH:80 FEET
M.OA. APPROVED SAND FILTER: N/A
EFFECTIVE:6 FEET
REDUCTION FACTOR: N/A
ACTUAL SO.FT.:960
I
20-25%
TO OBTAIN A COPY OF THE LETTER
CONTACT DEG. BY PROCEEDING FORWARD 1 20-25x
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
ACREE TO ACCEPT THE TERMS AND
NOTE: PRIOR TO CONSTRUCTION
THE NORTH, EAST, AND WEST LOT LINES,
INCLUDING 100 FOOT WELL RADII MUST
BE FLAGGED BY REGISTERED SUREVEYOR.
DOWNHILL OF DRAINFIELDS
ALTERNATE
n SITE
II �
LIT Ifly,,I /
20-257.
I /
Z/2 I I I
U I
UT --I�INSTALL DOUBLE
INSTALL FOUNDATION
CLEANOUT
P,2�"D'lb
OPOSED WELL
LOCATION
' WFII Re Miro I I
UPPER O'MALLEY ROAD
/
GARNGSS ENGINEERING GROUP, Ltd.
•----_�,..,- -�'_• CONSULTANTS & GENERAL CONTRACTORS
3"1 G T.0011 IIO.D. !Ut[ 101 NKICMGE W N • F (W1)3]1 -1t» • r" (00))5) " • �
PREPARED FOR: PHONENUMBER: PAGE NUMBER:
LARRY MCBAIN 223-3725 2 OF 2
LEGAL DESCRIPTION: DRAWN BY:
LAKEWOOD HILLS SUBDIVISION #4; LOT 1, BLOCK 1, C.J.G.
TYPE OF WORK: OATS:
DESIGN FOR PROPOSED WELL AND SEPTIC SYSTEM 4/17/20
(Ra .01*5)
GARN E SS ENGINEERING GROUP, Ltd.
-- --- --: CONSULTANTS & GENERAL CONTRACTORS- , 1 7 ^ -„-,
April 18, 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
vISJVJ
Ref: Proposed Well and Septic System for Lakewood Hills Subdivision #4; Lot 1, Block 1,
To whom it may concern:
A permit (SW070015) was issued on the referenced property by your department on 2/27/2007. The
homeowner is requesting to revise the design for a 5 bedroom house. Attached are the revised site plan
and design drawings. We are proposing to install a new 1500 gallon septic tank and a deep trench type
drainfield. Two test holes were excavated on the property. The drainfield will be designed around the 30
foot radii of these test holes. 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. 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 below the
drainfield is a 25 percent slope running approximately east to west. All areas within 50 feet downhill of
drainfield are to be graded less than 25%.
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.
Sincerely,
P.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, hvo soil log, 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 • Wcbsite: www.gamcssenginecring.com
QL-�AS(--D
000F o444�
X10 oo � ............. 9S;4pp
"°GARNESS o u� NGINEERING GROUP, Ltd.
SULTANTS& GENERAL ._._,.
.............................
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LAKEWOOD HILLS 5 D 4; LOT 1, BLOCK 1, o 'J me S:
PERFORMED FOR: LARRY MCBMIN DATE: 9/22/2005 aewe, CE -79 L-79I„�y�c�v0
DEPTH �___ �4od/'�oless.0"0\
(feet) np.. TEST HOLE#21�DO000�o
ORGANICS
=�= SOIL CLASSIFICATIONS
2GW ORG
GP ML - i i
3 GM CL �` T/1�1� I '
4 GC OL N \
°° o SW MH Y� TH/2+ o' r'
a'• : SP CH `' 1 1
5 SM : OH I
6 SIC
DEPTH TO
�` 0`�
\ i i
1 ,
7 DATE
/ APPROXIMATE I I
8 LOCATION OF
DRY 9/30/2005
SM
TEST HOLES
9 SCALE:
\ 1' . 100'
10
11 DATE READING
12
13
14
15
16
17-9
16
PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 6.0' FT. AND 6.5' FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES E] NO
SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: BENNY MAUS
COMMENTS:
PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
GROUNDWATER
DRY
9/22/2005
WATER LEVEL
READING
NET DROP
(INCHES)
9/26/2005
1
1:38
—
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
9/26/2005
1
1:38
—
6"
—
2
2:08
30
0"
6"
3
2:08
—
6"
—
4
2:38
30
0"
6"
5
2:38
-
6"
-
6
3:08
30
0"
6"
GEG, Ltd., Year 2007
GARNESS ENGINEERING GROUP, Ltd.
- I - CONSULTANTS & GENERAL CONTRACTORS «-T<y,--.'- 71
Standard Construction Specifications for Single Family Wells &
Onsite Wastewater Disposal Systems
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1. REFERENCE PROPERTY:
Lakewood Hills Subdivision tf4; Lot 1, Block 1, The design is for a four (4) bedroom residence
+rrar+rrrrrr►++♦rrrr+atrrfir+++♦rrra+•+++rrrr:::rrrrr++rrrrrrrr+rr♦rrrr++++rrrrrr+
II. DEFINITIONS:
1. Property owner or homeowner: The legal property owner or his/her appointed representative
(not GEG, Ltd.).
2. Engineer: Gamess Engineering Group, Ltd. (GEG, Ltd.)
3. Contractor: The company hired by the property owner to install the septic system. If the property
owner installs the system then he/she would also be the contractor for purposes of this installation.
4. Well Driller: The person or company hired by the property owner to drill the well.
5. DSD &,/or MOA: Municipality of Anchorage, Development Services Department, On -Site Water
& Wastewater Program.
ititttttttttttttttttttttt►ttttttttttttttttttttitttttttttyttttttttttttttttttttttttt
III. RESPONSIBILITIES:
t Property Owner Responsibilities:
1. CONTRACTUAL RELATIONSHIP: The property owner shall contract with the contractor to
perform the work outlined in these specifications and plans, in accordance with the attached DSD permit.
There is no contractual relationship between the contractor and the engineer. The engineer shall inspect
the work, as required by DSD, so as to document the installation. Final acceptance of the contractor's work
rests with the owner and the DSD.
2. SINGLE FAMILY RESIDENCE ONLY: This well and/or septic system design is for a single
family residence only. The homeowner is responsible for notifying the engineer if the residence is used as
a duplex, business, or multi -family dwelling. In such cases, the installation permit must be obtained from
the State of Alaska, Department of Environmental Conservation.
3. DISCLAIMER REGARDING AS -BUILT SURVEY: The validity of the design site plan is
limited by the accuracy of the as -built survey provided to the engineer by the property owner or his/her
representative. The property owner shall notify the engineer regarding any known inaccuracies associated
with the as -built survey. The engineer assumes no responsibility for the accuracy of the survey.
4. UNPLATTED EASEMENTS: The property owner is responsible for notifying the engineer
and the contractor of any unplatted easements, not shown on the as -built survey, which the new well or
septic system may encroach into. Such easements arc typically identified in the property title report.
5. DISCLOSURE OF SITE CONDITIONS: The property owner shall notify the engineer and the
contractor of any seasonal groundwater or surface water runoff conditions known to him/her which could
potentially effect the operation of the septic system. The proposed septic system must be at least 100 feet
from any streams, ponds, creeks, swamps, bogs, or any other surface water as defined by the DSD. This
disclosure is of particular significance when the site evaluation and design work is being done during the
winter months when surface waters are frozen and there is snow cover.
The property owner shall notify the engineer and the contractor of any known subsurface conditions that
would prohibit or restrict the installation of the septic system. Items of concern would include, but arenot
Page 1 of 7
GEG. Ltd., Year 2007
limited to buried piles of construction debris, undocumented septic systems, areas which consist primarily
of fill (imported) soil, subsurface drainage systems, & abandoned wells.
6. DRINKING WATER WELLS: The property owner is responsible for notifying the engineer
if, to his/her knowledge, any of the adjacent properties are used as a duplex, business, or multifamily
dwelling. The new septic tank and Icachficld must be at least 100 feet from any private well, 150 feet from
any class "C" well, and 200 feet from any class "A" or "I)" well, unless appropriate waivers are obtained.
Furthermore, the property owner shall notify the engineer of any undocumented or abandoned wells,
known to him or her, that are located on the subject or adjacent properties.
7. CURTAIN DRAINS: The new drainfield must be at least 20 feet down gradient and 50 feet
upgradient from any subsurface drains. This includes foundation drains. The property owner should notify
the engineer of any such drains that are not shown on the design drawings for this installation.
8. POST CONSTRUCTION SITE RESTORATION: Unless specifically agreed upon otherwise,
the property owner is responsible for final grading of the areas, which settle after construction. Prior to
awarding the contract, the homeowner should communicate to the contractor any expectations regarding,
but not limited to post construction site clean up, re -landscaping, and restoration of any asphalt, fences,
trees, decks, ect. that are effected by the construction. All mound type drainfields are required by the MOA
to be re -vegetated. The property owner is responsible for this work unless other arrangements are made
with the contractor.
If the property is being sold, the property owner shall ensure that the aforementioned items are addres
with the buyer, and, if the work is to be completed after the sale of the property, that necessary funds
escrowed to fund the completion of the work.
9. PROPERTY OWNER INSTALLATION OF SEPTIC SYSTEM: If the property owner intends
to install the septic system, he/she must first have obtained approval from the Municipality of Anchorage,
DSD (343-7904). homeowner installations typically require more time for engineer inspections. The
homeowner should discuss the additional costs associated with such inspections with the engineer prior to
starting the project.
10. ENGINEER CHARGES TO INSPECT THE INSTALLATION: The property owner is
responsible for payment of all the engineer inspection charges. These charges are in addition to the soils
testing and design work that was required to obtain the MOA sewer/well permit. The number of
inspections will vary depending on the actual field conditions encountered and the construction methods
used. If there are any questions by the property owner or his/her representative, regarding charges for
installation inspections they should be discussed prior to beginning construction. GEG, Ltd. will provide
you with a written copy of the fee schedule.
11. CHANGES IN THE SCOPE OF WORK: See Section V, "Disclaimers' regarding design
changes. See "Contractor Responsibilities", paragraphs 1, 2, & 13. In addition, see "Engineer
Responsibilities', paragraphs 2, 4, & 5.
12. PRIVATE UTILITIES: The property owner is responsible for notifying the engineer and
contractor/s of any privately installed utility lines. Utilities installed by homeowners will not be located by
local utility companies and therefore not the responsibility of the engineer and/or contractor to determine
their existence and/or location. Unless the exact locations of these utilities are known by the property
owner, any costs incurred for repairs will be the responsibility of the homeowner.
• Contractor Responsibilities:
1. PRE -CONSTRUCTION LAYOUT: The contractor is responsible for locating all buried
utilities, easements, property lines, surface water setbacks, well radii, and water service lines which may be
encroached upon by the proposed septic system. The contractor shall ensure that all setbacks are flagged
by a registered land surveyor, or other appropriate means, prior to construction. GEG, Ltd. field
enginccrs/inspcctors will not be responsible for establishing or confirming any of the aforementioned
setbacks.
The contractor should recognize that the location of all wells, surface waters, structures, and other it(
shown on the design drawings are typically derived from as -built surveys, and municipal records. The
built surveys and municipal records (prepared by professional engineers & land surveyors) have b
assumed to be accurate for purposes of this design; however, the accuracy has nM necessarily been f
verified. Prior to beginning any construction the contractor shall field locate all items which h
protective setbacks and verify that there are no encroachment concerns. Any encroachments, for wl
waivers have not been granted, should immediately be brought to the attention of the property owner
their rcnrescntative) and the engineer.
Page 2 of 7
GEG, Ltd., Year 2007
The test hole pipes shall not be removedlabandoned until after the engineer has established their location
relative the new drainfield during the first inspection of the drainfield installation or during the pre -
construction layout. The new drainfield/s must be within a 30 foot radius of the test hole/s used for
establishing the design criteria.
The contractor should establish the elevation of all existing and proposed system components prior to
starting construction so as to insure that the necessary grades can be maintained. This is particularly
significant when the elevation of the existing system components is unknown because clean -outs are no
present, buried, or non-functional (can't measure down them because of obstructions). It is recognized that
conditions can be discovered that will materially change the design and the construction costs.
2. DISCREPANCIES BETWEEN DESIGN DRAWINGS AND SPECIFICATIONS:
Construction shall be in accordance with the approved site plan and design drawings, and any special
provisions noted on the municipal sewer permit. The contractor is responsible for notifying the engineer of
any discrepancies noted on the design plans or drawings, prior to starting work.
3. CHECK GROUNDWATER LEVELS IN TEST HOLE MONITORING TUBES: Prior to
beginning construction, the contractor shall check the liquid level in the test hole monitoring tubes to
ensure that there has been no change in the groundwater levels that would impact the proposed design.
Any rise in the liquid level should be brought to the attention of the engineer so that design changes can be
made if necessary.
4. MAXIMUM DEPTH OF DRAINFIELDS: The maximum depth of the drainfield is shown on
the design drawings or is noted in the narrative portion of the design package. The contractor shall notify
the engineer of any inconsistencies noted in the design package.
For purposes of this installation, the maximum depth of the drainfield will be based upon taking a
measurement at the deepest part of the excavation between the highest ground elevation encountered
(usually on the uphill side of the excavation) and the bottom of the trench or bed excavation. The
contractor shall exercise caution not to remove evidence of the original grade prior to establishment of the
total system depth. In short, don't remove the organic layer until after the original grade elevations are
established by the inspecting engineer.
5. SUITABILITY OF MATERIALS USED FOR CONSTRUCTION. The contractor shall
ensure that glI materials being used are in compliance with the most current guidelines established by the
Municipality of Anchorage. This includes, but is not limited to, the following:
a. Drainrock
b. Sand filter material for conventional beds, trenches, or mound systems.
c. Sand filter material and pea gravel for Intermittent Sand Filters (ISF).
d. Anchorage Sand and Gravel (AS&G) "block pea" material for Upflow Filters.
It is recommended that the contractor provide the engineer with current sieve analysis' from the sand/gravel
supplier to document the suitability of the material. The engineer assumes no responsibility for ensuring
that the materials delivered meet the MOA requirements.
6. BURIAL RATING OF TANKS: The contractor shall ensure that the septic tank, lift station, or
holding tank purchased has a burial depth rating suitable for the actual installation.
7. SEPTIC TANK AND STEP TANK SIZES: Prior to purchasing a septic tank or lift station the
contractor shall verify that it is adequately sized for the number of bedrooms shown on the permit issued by
MOA. The minimum septic tank size is 1000 gallons and the minimum STEP tank size is 1250 gallons.
These size tanks will handle residences with up to 3 bedrooms. For each additional bedroom over three (3)
the septic tank or the STEP tank volume shall be increased by a minimum of 250 gallons. For example, a
four (4) bedroom residence must have a 1250 gallon septic tank or a 1500 gallon STEP tank.
8. INSPECTIONS - ENGINEER NOTIFICATION: The contractor shall notify the engineer at
least 24 hours prior to starting construction. If deemed necessary, a pre -construction site visit shall take
place. The contractor shall coordinate with the engineer any inspections which will be required during
weekends, holidays, or before/after normal working hours (8:00 am to 5:00 PM). The property owner may
incur additional charges for inspections, which do not occur during normal business hours. It is the
contractor's responsibility to notify the engineer at least 2 hours prior to any inspection.
9. REGULATORY NON-COMPLIANCE. The contractor shall report to the engineer and the
property owner any observed condition which would put the septic system in violation of State or
Municipal regulations.
10. BACKFILL OLD TEST HOLES: Any remaining test hole excavations shall be filled and
mounded as part of this project. Unless instructed otherwise by the engineer, the old test hole groundwater
Page 3 of 7
GEG, Ltd., Year 2007
monitoring pipes shall be removed.
11. FINAL GRADING FOR DRAINAGE: The contractor is responsible for final grading so as
to ensure that surface runoff docs not adversely effect the septic system constructed, adjacent septic
systems, or adjacent structures.
12. SOIL COVER REQUIREMENTS: The contractor shall ensure that the final cover over the
tank and drainfield is either compacted adequately when backfilling, or mounded sufficiently to ensure that
there is adequate soil cover over the tank and drainfield after settlement occurs. If seasonal conditions
prevent this, the property owner (or his representative) shall be notified that additional fill may be required
after settlement occurs. This notification is of extra significance when the property is changing ownership.
13. CHANGES IN CONSTRUCTION COSTS: The contractor is responsible for obtaining
approval from the property owner for any additional construction costs associated with design
modifications or changing field conditions pLto—r to doing the work.
14. WORKING IN RIGIIT-OF-WAYS AND TRESPASSING PRIVATE PROPERTY: The
contractor is responsible for coordinating (including payment of encroachment permit fees) all access
through public and private properties with the appropriate authorities and/or property owners. Furthermore,
the contractor shall inform all parties of any potential impacts to adjacent properties prior to beginning any
construction.
15. MAINTENANCE & OPERATIONS MANUALS: The contractor shall provide the
homeowner with the manufacturer's installation/maintenance manuals for all system components installed
under this contract. If not given directly to the property owner, the manuals should be enclosed in a
protective cover (plastic bag) and placed/secured in a prominent location so the property owner can find it.
16. INNOVATIVE SEPTIC SYSTEMS. START-UP INSPECTIONS: The contractor shall
notify Anchorage Tank & Welding Company (272-3543) after the installation of an Intermittent Sand Filter
kit or Advantcx system (supplied by Anchorage Tank) is installed so that the appropriate start-up inspection
can be scheduled. This notification also activates the quarterly maintenance schedule. Such notification is
usually not required for BioCycic installations since "BioCycic of Alaska" is typically involved with the
installation. The contractor shall contact BioCycic of Alaska (283-9003) regarding any start-up notification
requirements.
• Well Driller Responsibilities:
1. The well driller shall ensure that he has a well permit in possession prior to drilling the well.
2. The well driller shall physically verify that the there are no septic systems, or other potential
sources of contamination, within the protective radius of the proposed well prior to drilling it.
• Engineer Responsibilities:
1. SYSTEM DOCUMENTATION: The engineer is responsible for inspecting the installation of
the septic system and preparing as -built documentation, to the satisfaction of the M.O.A.. Inspections are
performed as necessary to document the construction of the system to the satisfaction of the M.O.A. In all
cases, inspections shall be performed as necessary to establish the following:
• The original grades at the dminficld/s site
• The bottom of all trench/bed excavation
• Top of sand on all sand filters
• Top of drainpipe
• Septic tank, or lift station, or holding tank prior to backfill
• Placement of filter fabric and insulation
• After final grading is completed
2. LIMITED AUTHORITY: The inspecting engineer has no direct authority over the contractors
activities or construction/safety practices. Should the engineer identify conditions which dictate a design
change, he or she will recommend that work be stopped, and/or the design be modified. If design
modifications are necessary, the engineer shall notify the property owner or his/her representative. The
inspecting engineer docs not have the authority to direct the contractor to modify the system design in such
a way that it would be in violation of State or MOA regulations.
3. SEPTIC TANK INTEGRITY: The engineer shall inspect the condition of the existing septic
tank and determining its suitability for re -use. If the engineer determines the septic tank to be structurally
unsound, it must be replaced.
4. COORDINATION OF DESIGN CHANGES WITH THE MOA: If design changes are
necessary, the engineer will coordinate the approval of the changes with the MOA. The contractor docs not
Page 4 of 7
CEG, Ltd., Year 1007
have the authority to proceed with any design modifications until verbal or written approval is obtained
from the MOA.
S. COORDINATION OF WAIVERS: If, during construction, it is determined that a waiver will
be required in order to install the system as designed, the engineer will apply for the necessary waiver/s to
the appropriate State or MOA regulatory bodies. The engineering services and Statc/MOA fees associated
with such waivers will be additional charges to the property owner, over and above the installation
inspection fees charged by GEG, Ltd.
rrrrrrarrrr:rr+rr+r+rrrr+++rr::+rrrrr+rrr::+rrrra+rrrrr++rrr+:+rrrarrr+rrrrr+rrrrr:
SECT/ON/f: CONSTRUCTION GU/DEL/NES:
Construction shall be in accordance with the approved site plan and design drawings and any special
provisions noted on the municipal well and/or sewer permit. All materials, components, workmanship, and
construction practices shall comply with the Municipality of Anchorage's latest ordinances regarding wells
and septic systems, as well as DSD policies. The failure of the inspecting engineer to notice a material or
deficiency.
r Septic Tank, Holding Tank, or Lift Station Installation:
1. The burial rating of the tank shall be adequate for the actual burial depth encountered.
2. The tank shall be level and sufficiently bedded to prevent settling or shifting of the tank.
3. All standpipes on the tank shall extend a minimum of 12 inches above final grade.
4. Tanks installed with less than 4 feet of cover shall be insulated. See "Contractor Responsibilities",
paragraph 12 regarding final soil cover.
5. The sewer service line from the house to the tank shall be sloped a minimum of 1/4"
per foot, unless prior approval is obtained from the engineer.
6. The inlet and outlet lines from the tank shall be bedded in drainrock or the soil shall be adequately
compacted to prevent future settlement of the soil.
7. A foundation clean out will be installed (I A feet from the house) if one does not currently exist.
8. Post tank clean -outs shall be installed per MOA requirements. Does not apply to holding tanks or lift
stations with pressurized lines.
9. In high groundwater areas, all tanks shall be anchored to resist buoyancy forces when there is not
adequate soil cover to resist the uplift force. The engineer shall make this determination.
10. The final soil cover shall be graded so that there is positive drainage away from tank.
11. All holding tanks and lift stations shall have an audible and visible alarm inside the residence.
12. All lift stations shall be wired in compliance with all MOA guidelines and the Uniform Electrical
Code. A municipal electrical permit and inspections must be obtained in areas where required by
the Municipality of Anchorage.
13. The contractor shall remove the old tank, or abandon it in compliance with the Uniform Plumbing
Code (UPC). The contractor is solely responsible for the abandonment procedure.
14. ISF, SCAT QIOFILTER, AND ADVANTEX INSTALLATIONS: The control panel for the
Intermittent Sand filter, Scat Diofiltcr, and Advantex systems shall be located outside the residence, for
easy access during inspections. A remote alarm must be installed inside the residence as per DSD
requirements. Mounting the panel directly to an exterior wood wall should be avoided because the
closing of the relays creates a "clanking" noise that may be offensive to the property owners.
15. ISF INSTALLATIONS: The air compressor shall be equipped with 0 to 10 psi gauge for the purpose
of monitoring air flow to the sand filter. The pressure gauge will be located so that it is easily
monitored by the property owner.
Installation of Conventional Absorption lied R Trenches:
1. Excavate the proposed bed/trench to the dimensions shown on the design. The bottom of the excavation
shall be within 2 inches of level (2 inch maximum variation between high and low spots). If the sidcwalls
or bottom of the excavation become smeared, they must be raked or scarified before placement of the filter
sand or drainrock.
2. The trench or bed should be at least 5 feet from the test hole excavation.
3. All soil tests and excavation depths are advisory to the design and are to be verified in the field by the
engineer. If design changes are necessary, and the changes effect the contractor charges to the property
owner, the contractor shall obtain approval from the property owner prior to proceeding with the work.
4. Once the drainrock is installed, the distribution pipe is to be placed level (0.02 feet difference between
high and low shots) with the perforations faced downward. Drainrock is then to be placed over the
Page 5 of 7
GEG, Ltd., Year 1007
distribution pipe, to provide a minimum of 2 inches of cover over the pipe. The drainrock shall not be
pyramided over the drainpipe but shall be the same elevation over the entire trench bed width.
5. A silt barrier must be installed between the final drainrock layer and the native soil backfill. The silt
barrier shall cover the entire drainrock surface.
6. Monitor tubes shall be installed at the locations shown on the design drawings, and extend a minimum
of 12 inches above final grade. The portion of the monitoring tube extending through the drainrock shall be
perforated from the bottom of the trench/bcd to the invert of the distribution pipe.
7. Backfill over the final drainrock layer must not be less than 2 feet. Insulation must be installed when the
backfill depth is less than 3 feet. The insulation shall cover the entire width of the trench/bed. the
contractor shall "shoot" the final grades to ensure cover depth is adequate, prior to notifying the engineer
that the work is complete. The final cover over the drainfield must graded so that there is no potential for
water to pond over the trench/drainfield. See "Contractor Responsibilities", paragraph 12 regarding final
soil cover.
8. If an alternator valve was installed with this design the contractor shall provide a functional valve key to
rrrrtrrrr++rrttrtrtrtttrttrtttra•rtrt♦rrrttttrttrttrrrtrtrttrr+rtrtrrtrttrrgrtrt•
'o Section Vis applicable If GEG, Ltd Ls hired as the contractor to Install the ort -site septic system.
SECTION V. CFC Ltd. Bid Specifications
• Bid amount includes installation, materials, and labor to install designed septic system.
• Bid will include survey as a line item if it is included in the bid. If there is no line item for surveying,
it may not be necessary for the construction but may still be necessary to obtain a Health Certificate.
• Unless listed, the total bid amount does not include engineering costs such as design fees, inspections
or permit fees.
• Unless stated otherwise, the bid amount does not include export of overburden or trees. Unless
negotiated, all trees, stumps, and overburden will be left on site.
• Unless requested to landscape, final grade will consist of backfilling the dig site with onsite native
soils. We will smooth out the grade to provide a rough "construction grade" final. A construction
grade final is not a landscaped finished yard. There may be some settling of the excavation site, this is
normal, particularly after winter construction. We can provide landscaping bids upon request.
• Payment information: 50% of total cost is due up front prior to work starting. The remaining balance
is due upon completion of project.
• CHANGE ORDER POLICY: If conditions exist that warrant a design or field change, all work will
stop and a change order will be negotiated.
• Post construction conditions will exist alter the installation of the septic system. There will be a
noticeable amount of surface impact due to the installation of the septic system. All costs associated
with reconstruction of any obstruction to the installation (decks, fences, walkways, grass) unless
negotiated in the contract, is not included in the bid.
• By signing the GEG Estimate document authorizing us to proceed with the installation, you are
agreeing to all terms and conditions listed in this document.
•Mrtt�q♦r♦♦N+qt+tptttq N♦♦t+rtrtrgrtttgNp NNrtrrrttNgNgrttttrt Nrtr
SECTION 17,• DISCLAIttF.R.S
UNFORESEEABLE SITE CONDITIONS: The design of this septic system, prepared by GEG, Ltd.,
was based upon a limited evaluation of the soil, groundwater, and site conditions. The extent of the
evaluation is consistent with standard engineering practice in the field. Furthermore, this design was
evaluated and approved by the engineers or technicians on staff at the Municipality of Anchorage,
DSD, based upon the information provided to them. Occasionally, during construction, unforeseeable
subsurface conditions (high groundwater, poor soils, buried debris,....) are encountered that make the
proposed installation not feasible. In such cases it is typically necessary to do more soils testing,
groundwater monitoring, and design work. These additional engineering services will be performed on
a fee basis at an hourly rate. GEG, Ltd. will obtain verbal authorization from the property owner (or
his/her representative) prior to proceeding with the work, and will provide a written estimate if
requested. The property owner should discuss with the contractor any changes in the installation cost
associated with the design changes.
IF THE PROPERTY BEING SOLD AND FUNDS ESCROWED FOR THE UPGRADE, it is
Page 6 of 7
GEG, Ltd., Year 1007
important to bear in mind that the ability to upgrade the septic system on this property is not 100%
certain (for the reasons stated in the previous paragraph). There is always the possibility that
conditions could be encountered that would prevent the installation of anything other than a holding
tank. Although such a situation would be rare, it is important that all parties recognize that such a
scenario is possible.
SEPTIC SYSTEM PERFORMANCE: The design of this septic system is based upon limited soils
testing, groundwater monitoring, and a visual assessment. It is possible that the actual soil conditions
arc less favorable then the testing data indicated and that adverse, unforeseeable, changes in the
surface/subsurface water conditions could impact the performance of the system. Numerous other
factors, out of the control GEG, Ltd., may adversely effect the long term performance of the system.
Such factors include, but are not limited to, excessive number of residents in the house, plumbing
leaks, the use of septic system additives, failure to pump septic tank regularly, failure to alternate
drainficlds (when this is an option), or/and excessive use of water. Given these variables, it is not
possible to warrantee the performance of a septic system.
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 conditions
outlined in them.
131
A final invoice will be issued once all work is complete for
inspections and documentation as required by the M.O.A.
Please refer to the following estimated inspection costs:
1. Conventional septic system with a single trench/bed, no sand filter: $700.00
2. Conventional septic system with a single trench/bed, sand filter: $800.00
3. Conventional septic system, dual trenches, no sand filter: $900.00
4. Conventional septic system, dual trenches, sand filters: $1000.00
5. Alternative Technology septic systems: $1000.00
6. Lined Intermittent Sand Filter with secondary drainfield: $1500.00
Page 7 of 7
MUNICIPALITY OF ANCHORAGE
Kevin Wotring
From: Goodall, Joe P. [GoodallJP@ci.anchorage.ak.us]
Sent: Wednesday, February 14, 2007 9:27 AM
To: Kevin Wobing
Subject: PinkSheet 020107.doc
Page 1 of 1
F1 p 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 SEWERMELL SUBMITTAL COMMENT SHEET
To: GARNESS.ENGINEERING
Legal description: LAKEWOODS HILLS SID #4 BL1 LT1
The attached paperwork has been reviewed and is being returned for the following reasons:
1.SITE PLAN SHOWS PROPOSED TRENCH IS TOO CLOSE TO TOP OF CUT BANK OR SLOPE
GREATER THAN 25%. TRENCH NEEDS TO MAINTAIN 50 FOOT SETBACK FROM SLOPE
GREATER THAN 25%. OR 35 FOOT HORIZONTAL SEPARATION USING INSTRUCTIONS
ON ATTACHED MEMO DATED APRIL 7, 2004
Name of reviewer: JOE
Date: February 14, 2007
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2/14/2007
June 7, 1977
Michael Osa
2200 7'airbaan3.s
7mchora( e, Alaska 99503
Subjcot: Perxn.i.t ulxpi:rati.on
Dean; Mr. Ose:
A Pe-rrli.t it3�lAOd by this de-partT. ent for well anis/or on-iaite
3ewe'an installation can Lot _--1 _ .Hock 1 La%ewood Bills i64
hn:s caxn irpid s•i nco t}ze i.faasue: date ea:ccieds one (7 ) year.
xix the event-. you still plan to install tic: well and/or on--nitV.
Y
sewer sjl3te',x1, ari;?k7 peri -At is Y''v'�jtil.'x"c?Leo a}'14' original eeai7 test
maay be tzse a, to obtain a currant permit.
if tne tael7, has be a1 f1ri.� lect, a well log should be scut to this
department to documcint the installation date.
If you have any questions regarding the above matter, talfsasa
do rxat }a2:sita?t �z to contact-. this office invi;ac3l.atel l at 279-25114.
extension 2.24 or 725.
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DEPHRTMENT OF HEHLTH HND ENVIRONMENTHL PROTECTION
]]]0 C STREET/ HNCHORHGE,HLHSKH 9950]
274 4561
�All ��N ..~L~ F"R.���^�
PE�MIT NO(76000)
.MICHHEL OSE 2200 FH�RBHNKS �784091
LOCHTION UPPER OMHLLEY
LEGHL L1 1: 1 LAKEWI'D 0) HILLS#el.
LOT SIZE 42689 SQFT
MINIMUM �ISTHNCE FROM WELL TO HNY SEPTIC THNK/RHCKFU�� PI, HNT OR SOIL ABSORPTICIN
SYSTEM IS 100 FT FOR H PRIVHTEWELI HND 200 FT FO C WELL
WELL LOGS MJS' BE RETURNED TU THE THEE WELL
COMPLETION
SPECIFICHTION5 HND CONSTRUCTION DIHGRHMS ARE H AILH'LE TO INSURE PROP��
INSTHLLHTIOhl. \'
I CERTIFY THHY I HM FAMILIAR WITH THE REQUIR FOR riND WELLS
HS SETFURTH BY THE MUNICIPHLITY OF HNCHORHGE �NDb�LL INSTAl L Ihl HC.C8RDAPA�E
WITH THE CODE��
| ` �
SIGNE ��������� `
^' �
`/
Parcel I.D. 015-134-29
C�/<
Municipality of Anchorage
On -Site Water and Wastewater Program
(907)343-7904
Certificate of On -Site Systems Approval
1. GENERAL INFORMATION
Complete legal description
Expiration Date: I/ — —
LAKEWOOD HILLS #4 BLOCK 1 LOT 1
Location (site address) 7781 UPPER OWALLEY RD., ANCHORAGE, AK 99516
Current Property owner(s)
Mailing address
Real Estate Agent
LARRY McBAIN
2. TYPE OF DWELLING:
R Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 5
Day phone 223-3725
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
El
Individual
0
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
WaiverNariance request for: NONE Distance: ---
Received by: p ✓L Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 4,70 Q — Waiver Fee $
Date of Payment 10MIG Date of Payment
Receipt Number t�U� �Q� Receipt Number
COSA# Q SCt!3�J�1� Waiver#
6. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I 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 files 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 SPURKLAND ENGINEERING
Address 203 W. 25TH AVE.,STE.202A, ANCHORAGE, AK 99501
Engineer's Printed Name LARS SPURKLAND
6. DSD SIGNATURE
r
___z System #1 Approved for J bedrooms
System #2 Approved for bedrooms
Disapproved
Conditional approval for bedrooms,
Phone 279-3916
Date 9/30/13
F
i I
�� f„• S . SPURKl�fvD.f` 0
t' �'•• 115`0 e
with the following stipulations:
By: Z� ziz Original Certificate Date: / 0 — q —12
The unicily� ity Ar cb rage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA IhWe sheet ° ..
If more than 1 septic system is on the lot:
COSA Checklist # 1 of 1
Structure served by this system 1
Certificate of On -Site Systems Approval Checklist
Legal Description: LAKEWOOD HILLS #4 BLOCK 1 LOT 1
A. WELL DATA
Well type PRIVATE
Date completed 911/10
Total depth 360 ft
If A, B, or C provide PWSID #_
Sanitary seal (Y/N) Y
Cased to >40 ft.
FROM WELL LOG
Date of test 9/1/2010
Static water level 72 ft.
Well production 3 g.p.m.
WATER SAMPLE RESULTS:
Coliform colonies/100 mL Nitrate ND mg/L
Arsenic ND ug/L Date of sample: 9/20/13
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL
Tank size 1500 gal. Number of Compartments 2
Foundation cleanout (Y/N) Y
Date of pumping 9/17/2019
Parcel ID: 015-134-29
Well Log (Y/N) Y
Wires properly protected (Y/N) Y
Casing height (above ground) 18+ in.
AT INSPECTION
9/17113
76
3.1
ft.
9 -
p.m -
Collected by: LARS SPURKLAND
Depression over tank (Y/N) N
Pumper A+ HOME SERVICES
Date installed 8/18/2010
Cleanouts (Y/N) Y
High water alarm (Y/N) N
C. ABSORPTION FIELD DATA
Date installed 8/19/2010 Soil rating (g.p.d./flz or ftz/bdrm) 0.80 System type TRENCH
Length 80 ft. Width 2.5 ft. Gravel below pipe 6 ft.
Total depth 13.6 ft. Eff. absorption area 960 ft Monitoring tube Y Depression over field N
Date of adequacy test 9/17113 Results (Pass/Fail) PASS For 5 bedrooms
Fluid depth in absorption field before test 31 in. Water added 760 gal. New depth 39 in.
Elapsed Time: 246 min. Final fluid depth 34 in. Absorption rate >= 750 g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NO If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at in.
Datum
Size in gallons
"Pump off' level at
Cycles tested
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot 100'+
Absorption field on lot 100'+
Public sewer main NA
Sewer /septic service line 25'+
Animal containment areas 50+
in.
Manhole/Access (YIN)
High water alarm level at _
Meets alarm & circuit requirements?
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/cleanout NA
Holding tank NA
Manure/animal excrete storage areas100+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5+ Property line 5'+
Water main NA Water service line 10+
Wells on adjacent lots 100'+
ABSORPTION FIELD ON LOT TO:
Property line 10+ Building foundation 10+
Water Service line 10'+ Surface water 100'+
Curtain drain 50'+ Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
l certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name LARS SPURKLAND
Date 9/19/13
COSA brown sheet -10 -10 -12 -doe
Absorption field 5'+
Surface water 100'+
Water main INA
Driveway, parking/vehicle storage 10'
in.
49T
g..SPURKLAND,',1�11