HomeMy WebLinkAboutCOUSENS LT 2Cousens
Lot 2
#052-381-06
Well permit SWO90103 conditionally
approved. Full approval requires water
quality results.
JUL-1-2010 09:01A FROM: T0:3437997 P.1
'IC e� DrMinq, `enc:.
Well Log
Water U'Af TirfliiiW and"'Pun!p Setvf e
tucCar , '%ti[t3d C90) 345 ttS93
Drilling Stared: 07; 20 9009comnlcted: 07122 2009
City/kkimagh: Subdivision:BU)C.'K LOT
Property Owner Nmnc B Address: Jeffrey Schweizer
34709 Eklutna Lake Rd.
hugiak Cousens 2
Chu iak, AK 99567
Meridian Township Range Section _ . _ _ Y4 of — __�/4 of _ _ %s of t/a
BOREHOLE DATA(from top of casing)Depth
Drilling method: (X) Air rotary, ( ) Cable tool, Other— __
Marmial: Type, Color ,9, wetness LKIIIII Tn
Well use: ( ) Public supply. (X) Domestic. Other,__.__ _
stickup
0
2
Depth ol'hole: _ 250 ft, Casing stickup: 2 ft
Casing type: steel _ Thickness: _ .25550 inches
Casing diameter: 6 inches Casing depth: 60 fr
overburden
0
5
Liner lypc: - Diameter: inches Depth: - ft
Static water (from top of casing): 7 fi on Q72 12009
Soft bedrock
5
18
_
Pumping level & yield: tixn after._.... homs.u..___ _ 6'Ptn
_,___-__ __.
Recovery rate: 1.5 gpnt, Method of testing: airlift
bedrock
18
180
Development method: airlift Duration: 1 hour
bedrock w/ fractures
180
250
Well intake opening type. ( ) Open end. (X) Open hole, Other_,,,_
Screened: Start: - ft, Stopped , it
Screen type: _ - _ Slorimesh size: -
Porlbmted: Sian: - H, Stopped: ._.___„---- ft
Start: Il. Stopped: H
Note: ......................................................................... ................
Grout type: _ l3,ent0nite Volume -
Depth, from, ground surface , to —_60 R
Pump intake depth: ...,,,, ..,, it
Pump size: hp, Brand name:
Was well disinfected upon completion? t x) Ycs. ( ) No
Method of disinfection:Calcium.H hlorite.(.Chiorine)...
Driller comtnentsf disclaimers: .... ... ............... . ............. : ............
Drilled oversize to install casing. into
_... ... ..._.......
bedrock and„grout per. Muni _code
......................................................................................................
Well drillermtme:. Johnny _..
Company name:... Hefty.DrillTQ,, Inc.........- ..........................
Mailing address: ... 3�1�0 AkUla Dr.
.........................................................
city: Anchorage State: AKzip 99516
Phone number: ( 907) 345 _ 0593 fax:345-4700
Drillers 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: Propeny owner snap provide a well log m me
DSD within 60 days of well completion.
Permit Number: SWO90103
Date of Issue: Jul /02 2009
Parcel Identification Number: n9;9 — R81— n6
[swell located al approved permit location? (X) Ycs or ( ) No
JUL-1-2010 10:00R FROM: TO:3437997 P.1
Mark Begich
Mayor
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Elmore Street
P.O. Box 196650
Anchorage, AK 99519-6650 �
www.muni.oro/onsiteW3y3—�7p/ I pt7
(907)343.7904 1111
Pump Installation Log
Well Drilling Permit Number: 5W 090 103
Parcel Identification Number:6a -3E-
Legal Description I Block lot
C0U5eAl_�5 a.
Pump Installation Date: _L0_-_AA-
e
P�,4.r
a 4
'T .L'Y�'S
Qi
SA
[TV
Date of Issue:- Od.rkJ�j
PropeEy Owner Name & Address:
5cwC i 2c-r-
34?0(9 . K� Leu
Pump Intake Depth Below Top of Well Casing: 22D feet
Pump Manufacturer's Name &r 5
Pump Model:
Pump Size _Ihp
Pitless Adapter Burial Depth: 0 feet
Pitless Adapter Manufacturer's Name: LA"N M (--,'IQK
Pitless Adapter Installer: 4477 oj�/fiI^ C, iMcr,
Well Disinfected Upon Completiog7 A Yes DoN
Method of Disinfection: 4C
Comments:
Pump Installer Name: 3 1 n A `l i
Company: 1�np''�,<<�_kh (..
Mailing Address: ) Wd fd�w la f .
City: , a' State:
Attention: The pump installer shall provide a pump installation log to ASD within 30 days of pump installation.
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 WATER SUPPLY PERMIT
Initial
Date Issued: Jul 02, 2009
Expiration Date: Jul 02, 2010
Permit Number: SWO90103 Parcel ID: 052-381-06
Legal Description: COUSENS LT 2
Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 1901 BRAGRAW STREET, SUITE 200
Owner Name: JERRY SCHWEIZER C/0 ANTHC (JEFF Lot Size: 0 SQ. FT.
Owner Address: 1901 BRAGRAW STREET, SUITE 200 Total Bedrooms: 1 Permit Bedrooms: 1
ANCHORAGE. A 99508 -
This permit is for the construction of:
❑ 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.
Received By.
Date: "1 't'
Date: h
Municipality of Anchorage
• "' Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw SL
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.
MailingProperty owner(s) JERRY SCHWEIZER c/o ANTHC (JEFF 130NIN) Day phone 729-3600
address 1• • 1 STREET, SUITF 200. ANCHORAGF- AK
Site address
Legal description (Sub'd, Block & Lot) COUSENS S/0• LOT 2
Legal description (Township, Section & Range) N/A
Lot size / ?_?i, Z q 3 Sq.Ft.
THIS APPLICATION IS FOR ( ®all that apply):
Absorption Field
❑
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
Number of Bedrooms
THIS APPLICATION IS AN:
Initial
ED
Upgrade
❑
Renewal
❑
certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
Permit/Rush Fees: !S a- 0 rJ
Date of Payment:��1 Oq
Receipt Number:
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 3 GENERAL CONTRACTORS" —
June 2, 2009
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Well for Cousens Subdivision; Tract B, Lot 2,
To whom it may concern:
The existing 1 bedroom house is served by a subsurface water collection system and a private
septic system. The existing septic system was installed in 2007 and approved by your
department. The subsurface water collection system does not meet municipal standards and is
required to be upgraded. Attached is a site plan and a design drawing showing the proposed well
location. Due to the shallowness of bedrock in the area, the water service line must be installed
in arctic pipe and utilize heat trace. The water line will have the equivalent of 10 foot burial
depth. Attached are detail drawings showing the proposed construction of the water service line.
We request a well permit be issued for the refemced property
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If yohave any questions, please contact us at 337-6179. Thank you for your
assistance. ' I
M.S.
NOTE. A site plan drawing, a design drawing, and two detail drawings, which are all part of the
design package for the well.
3701 E. Tudor Road Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: www.gamessengincering.com
/ EXISTING WELL \\
`\ Y
,(� \ EXISTING
O T BEDROOM
HOUSE
COUSENS S/D TRACT A �\ 101•
I `\
Ij�l • \
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS S GENERAL CONTRACTORS •••••••• •• •• •••••••••
fAl [. IIi00M 00.0. fuR 101 . N4CRY1. u OV10) I.CK U)-OIT fu fM>I3J0-]]4 . W0 -.. /
PREPARED FOR: PHONE NUMBER: PACE NUMBER: �:Y'/•• ••• •• ••••; •••
ANTHC- JEFF BONIN 907-729-3600 1 OF 2 Q 10 Gar ess:
LEGAL DESCRIPTION: DRAWN BY: Q °o,. CE -7 •`�
COUSENS S/D: TRACT B. LOT 2 - SCHWEIZER K.D.M. �Od�s��_'••GtI7. p 1iO4o j
OF WORK:
SITE PLAN FOR PROPOSED WELL LOCA
(w. alm
NOTE: THE WELL CASING SHALL HAVE
BOULDERS OR BARRIERS INSTALLED
AROUND CASING TO PREVENT DAMAGE
TO THE WELLHEAD BY VEHICLES.
/ SLS LECTION FACE WATER
CTO BE IAB ABANDONED
COUSENS SUBDIVISION. TO BE REQUIREMENTS PER
TRACT B. LOT 1 ADEC REQUIREMENTS
PROPOSED ARCTIC BOX AND SERVICE
(SEE DETAIL W9A-CEG AND ANTHC
DETAILS ABI. A82, h A83)
EXSTING \
1 BEDROOM \ COUSENS SUBOMSION.
HOUSE h TRACT B, LOT 2
it \
EXISTING �� \\
GRAINFIELD \\
\,E:
\
\�
PROPOSED ARCTIC SERVICE
WATER UNE (SEE DETAIL WI -CCC)
MUST HAVE A MINIMUM OF 3 FEET
OVER TOP OF THE ARCTIC PIPE.
+
\'V
GARNESS ENGINEERING GROUP, Ltd. p
CONSULTANTS i GENERAL CONTRACTORS
fi. L IUOOiI 1101D. llrR 10 • rOCMEL Mf NlOI • r.6E (l01W>- lft • ru �>)�->tN • gSR:....yrwryw•y m•, O
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
ANTHC-JEFF BONIN 729-3600 2 OF 2 Q p
LEGAL DESCRIPTION: DRAWN BY: DOO
COUSENS S/D. TRACT B. LOT 2 - SCHWEIZER K.D.M. 0�
TWE OF WORK: DATE: REVISED
DESIGN DRAWING FOR PROPOSED WELL UPGRADE 7/1%2009
(RW.CIAXQ
PROPOSED WELL
-'� EXISTING
GARAGE
0**6 At
OQQQ
:7
of y A. C rness.:
y - Jj �7: •�R1
_ • •g• •71 �'/ D_ k �QO
10•-0•
Inslaa Insulator Leon
Win a, Cosine area Secure
Ground 1106re,sup
Slope to Goinj
Flexible Coeduit. Swltite
or Approved Equal Extend
to 21• Selo. Groda.'
Seal Bottom of Trench
Mound Well With Bentonite
SO4 Mixture.
Grout per ADEC
THE ARCTIC PIPE SHALL HAVE A 1 INCH HDPE INNER
RE WITH A SDR -17 MINIMUM WALL THICKNESS. THE
TER CORE SHALL BE POLYSHIELD SSIOO'HIGH E.
E INSULATION SI/ALL BE URETHANE FOAM WITH A
IIMUM K -FACTOR OF 0.153 BTU-in/hr-sq.ft.-deg F.
5/8 INCH HIGH X 1.5 INCH WIDE HEAT TRACE
ANNEL SHALL BE SECURED TO THE INNER CORE PIPE.
E PIPE SOURCE SHALL BE MASKELL-ROBBINS
ICHORAGE, ALASKA OFFICE: 271-2161) OR APPROVED
HEAT TAPE SHALL 13E EOUAL TO RAYCHEM 58TV1-CT
H A S WATT PER FOOT CAPACITY AT 120 VOLTS AND
SELF LIMITING.
Coning dna Well Screen may
may
not be Required in
Coneoliaalea Formations.
Inetollotion or Elimination of
the Well SCreen M
Coned'dotea formations vett
be Done Under the Direction
I the ANTHC Project
r
Engineer,
Provide o 3/16* S.S. Pum
Cable Connected to SIeN Ey.
Bolt Welded Inside of Casing,
Near T of Well Heol.
dry Well Cop
Electrical Pump WSre. CaT Inside MOUND THE BACKFILL OVER
Cosing so it E.tends 2'
THE WATELNE
ADave Casing when Extended
APPROXIMATELY 6 INCHES
TO ACCOUNT FOR
SETTLEMENT. ALL BACKFILL
t- CON. PUN Pipe
S OLL BE COMPACTED.
3 FEET MIN SOIL COVER. RCTIC PIPE
1 INCH HOPE FROM !OUSE.
SERVICE LME. IN SEE NOTE 1.
Mesa ARCTIC PIPE. NOlantod ELLCTRICAL
JOINTS FROM POWER FROM
HOUSE
PITLESS TO THE THE HOUSE
A'FORD' C86-11
COUPLING OR
Arrestor
Y VOM (Supplied with Pump)
xrsible Pump.
Cosing
screen.
aACKFILL AROUND
IN THE VICINITY OF THE
PITLESS CONNECTION AND THE
SERVICE UNE. SHALL BE NFS
MATERIAL COMPACTED TO 2519
FALL HEAT TRACING ON THE
IP PIPE TO A DEPTH OF 10
T BELOW GRADE. CONNECT
HEAT TRACE TO THE DROP
WITH CABLE TIES EVERY 5
T. EXTEND THE HEAT TRACE
THE TOP OF THE WELL CASINI
I TERMINATE IT IN A
`81.1.4 seation A pLl
if Required RESIC
6- I.O. Well Cosing, Steel Pipe,
Won Thickness -0.25 Inch
ERPROOF JUNCTION BOX Of
IDE OF THE CASING.
THE POWER SUPPLY
H CONDUIT UNTIL AT LEAST
;HES BELOW GRADE AND
USE DIRECT BURIAL. WIRE
TO THE HOUSE. PROVIDE
G AND Girt OUTLET IN THE
PRIVATE WATER WELL
& ARCTIC SERVICE LINE
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS i GENERAL CONTRACTORS
1701 IL 11,004, sowit a
, Sun,[ 1a, • .eao+x. Axew
s? ponw-alts • nut (wnms-4,.e • wit m ....e.....p+r.Yy....
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
ANTHC — JEFF BONIN (907) 729-3600 W1—GEG
LEGAL DESCRIPTION: DRAWN BY:
COUSENS S/D: TRACT B. LOT 2 — SCHWEIZER I J.L.M.
(TYPEOF WORK:
DETAIL DRAWING OF WELL & ARCTIC
(R -x am
6/2/2005
SEE STRUCTURAL HOUSE WALL
DETAIL DRAWING
OF ARCTIC Box
INSTALL A COPPER 90 ELBOW
(FEMALE SWEAT FITTING TO
FEMAL THREADED). THREAD
A TORD' 86-44 PACK JOINT
COUPLING. OR APPROVED
EQUAL INTO THE COPPER
ELBOW AND THEN CONNECT
TO THE HDPE PIPE WITH THE
PACK ARCTIC BOX
WITH PLASTIC BAGS
FILLED WITH BATT
INSULATION
1 INCH
13 INCH DIAMETER.
INSTALL BOOT WITH 6
INCHES OF SLACK
LENGTH FOR
DIFFERENTIAL
FILL ARCTIC BOOT W/ CLOSED
CELL RUBBER DONUTS. -
3 FEET OF
PROVIDE 4 INCH ARCTIC PIPE. PROVIDE
HEAT TRACE. SLIP 1 INCH WATER
SERVICE LINE THROUGH THE 4 INCH
CORE PIPE. EXTEND HEAT TRACE TO
TERMINATION OF ARCTIC PIPE (AT THE
WELL HEAD). SEAL BURIED END OF
ARCTIC PIPE BY INJECTING WITH UL
LISTED POLYURETHANE FOAM. OR AS
RECOMMENDED BY THE ARCTIC PIPE
EXISTING BREAKER
BOX INSIDE BLDG.
,PUMP ... FOR DETAILS OF THE PRESSURE
CONTROL SYSTEM CONSTRUCTION AND COMPONENTS.
{� �L SEE THE STANDARD DETAIL DRAWING.
PROVIDE IF NOT PR SENT SEISMIC
--MEAT TAPE PLLIG/S STRAP
4 ' PVC OR P.E. WALL SLEEVE. SCREW
TO SILL PLATE ON EACH SIDE OF WALL
AND INJECT UL LISTED POLYURETHANE
MOUND PERIMETER.
1 INCH COPPER
EXTEND CONDUIT 24'
MIN. BELOW GRADE.
PUMP POWER CABLE TO WELL
90' ARCTIC ELBOW
NOTE: THE BASE OF THE ARCTIC PIPE
SHALL BE BEDDED ON COMPACTED NSF
MATERIAL, THE BACKFILL AROUND THE
VERTICAL ARCTIC PIPE SHALL BE NSF
SOIL TO PREVENT FROST HEAVE AND
JACKING OF THE ARCTIC PIPE.
••• PRESSURE
TANK.
SEE SPEC
SECTION
32.03.02
ONE INCH COPPER FROM THE
ARCTIC Box
THE WATER SERVICE LINE SHALL BE
WRAPPED IN HEAT TRACE (THREE (3)
WRAPS PER 10 FEET) FROM THE
HOUSE TO THE START OF THE
ARCTIC PIPE. THE HEAT TRACE WILL
MEN BE ROUTED THROUGH THE
EXISTING HEAT TRACE CHANNEL
PROVIDED BY THE ARCTIC PIPE
MANUFACTURER.
"THE FIRST HEAT TRACE LINE IS FOR THE
WATER SERVICE UNE. THE SECOND HEAT
TRACE IS FOR THE DROP PIPE IN THE WELL.
THE DROP PIPE HEAT TRACE MAY BE
REOUIRED WHEN ARCTIC PIPE IS NOT USED.
AND THERE IS A ?IIOH" STATIC WATER LEVEL
IN THE WELL CASING. THE NEED FOR THIS
WILL BE DETERMINED BY THE ANTHC
PROJECT MANAGER. THE PRICE FOR
INSTALLATION OF THE DROP PIPE HEAT
TRACE (WHEN ARCTIC PIPE IS NOT USED)
WILL BE A NEGOTIATED 'ADD ON' TO THE
CONTRACT.
ARCTIC PIPE WATER SERVICE FROM HOUSE
TO WELL WITH ARCTIC BOX.
GARNESS ENGINEERING GROUP, Ltd. p;�' 9 H
CONSULTANTS & GENERAL CONTRACTORS �...... • • • • • ' • ' •
3N1 C AOM A010. YAI[ 101 Yf}.OMO[, M OMOI I.OII (f01}u)-A110 • /W (0031. w -m" • OO4N: .4wwwrywwn.1 a
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •••
ANTHC - JEFF BONIN (907) 729-3600 W9A-GEG Q 3 '.
LEGAL DESCRIPTION: DRAWN BY: Ooo• E- 9
COUSENS S/D. TRACT B, LOT 2 - SCHWEIZER J.L.M. 00 '•• .....
TYPE OF WORK: aTE' o00pO�0
DETAIL DRAWING OF ARCTIC SERVICE TO HOUSE 6/2/2009
�Nllllrrr
TUFF BOX W/ f19ERGLASS lt5 unm
26 cw c ALUmwum SHEET
1S BEVEL
1 1/2.707 1/2'
AND FASTEN TO LIP
SIDE WITH 5/5'
UNC BOX WITH 2 LAYERS OF
EXPANDED POLYSTYRENE lDO;
/ILL ARCTIC BOOT W/CLOSED
CELL SPONGE RUBBER DONUTS
ARCTC BOOT W/FLANCE ADAPTOR MW -
511r spcom To omucc so
or ANSIIOON//CCONTRACTION SLACK
1/2' S.S. HOSE CLAMP
5'■50 MIL RUBBER
WEATHER STRIP
CONTINUOVS HINCt
av ARCTIC PIPE REOWRES 13's ARCTIC BOOT
6'# ARCTIC PIPE REOUtltES 16'I ARCTIC BOOT
nKSH EXTERIOR W1TN SEMI TRANSPARENT PKMCNTED STAPL
Set DLTAlLOB
1/2x1 1/2 LLUM 'ANO
7/5' LAC BOLTS TOP t
1N 1 1/2-55 1/2' rw PLATE.
5//5 BACK PLATE w/ CLOSED CELL
SPONGE RUBBER wAsHER FOR UNEvEN
SIOWO (LOGS) TO SEAL AGAINT HOUSE
OY APPROX
BOLL NUT. �c
\ wA94M (B EACH).
`1%Z' S.S. NOSE CLAMP
ARCTK; PIK T SMOOTH JACKETED HOPE
ARCTIC RPC TO PREVENT FROST JACKNC.
(TRANSITON TO CONVENTIONAL ARCTIC PIPE
rl T 2 BELOW FROST LWE�
UZ
1
6'R 50ML RUBBER
SCREM NABSTMt10US HWGE
t/4 'at' RUBBER WL91T
fm TO LID ALL FOUR 510ES 1/4001' RUBBEII CASKET
RKED TO LD ALL FOUR SDEA�001i
BOLT
T -NUT
LL%Lr BOX WTH LAYERS POL1STyRENE wNSUAUON \ ... 15' 6EVEL t
1 LATER / t/Y t 1 t/2'ct
AATER 2* rr*.2t..? TOEBCXANENTLT
UD TIE DOWN
xNST�k LChTIDN
GAM
ABI - ANM
EXPLODED 15oAM,
DRAW wt DAM
ADZ- AX-ffi C� 1
MEOPUN12A-�.'o 11. BOX TOGETHER HATH CUX AND
�4`a'`'woDo scREws
2. AFTER COMPLETING ARTIC BOX NOOK -LIP.
FILL vcxD SPACE N BOX w/ rmuO ASS
CUT LID FOR "HOE BATT NSIhATION SEALED N PLASTIC BAGS.J• T"CX BOX BOTTOM INSULATION
SHALL BE FI LD CUT fOR PwE PENETRATION. 4. PROVIDE EXTERIOR ANO NTERKIR PRIMER
COAT OF TRANSPARENT COAT 0f EXTERIOR SEW wATO SEAL TRANSPARENTAL
pRKl 7/1FOR "NCE PIGMENTED STAN TO BE FIELD APPLIED.
SEE wATER/SCM£R SERVICE DETALS FOR
I 2 s s• PIPING INSTALLATION VATIPW BOXES
L
W4
H I I 0 1/20
I � I `L nBER rA5TCNM TO LID
f
ARCTIC BOX LID
SCAM N T.S.
1 •X7 1/2• LUMBER
T0.° AND BOTTOM
1 1/2•Xb 1/2. ON SLOES
REAR 80X DETAIL
SCALE.• K'rs.
1 1/2•x3 1/20 BEVELED
LUMBER FASTENED TO LID
MpTEQsA�S+ J)FJAILS
M
O,9,1L.IMAK
purr fC�IL'
RL M•K:
u5-ANITQC
IV
Municipality of Anchorage }?•,,
Development Services Department
Building Safety Division
– On -Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Box 190050 Anchorage, AK 99519-6650 Page of
www.d.anrhorage.ak.us (907)343.7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number. SW060259 PID Number. 052-381-02-000
Rte' Greg McConnell
Wastewater System: ❑ New ® Upgrade
Aea'w, Box 771584 Eagle River, AK 99577
ABSORPTION FIELD
Pte: 907-729-3510 Rimbm a e.empina 1
D DW T Vn Id Ss Tr.wr O Bed D Ma'M D Dew
LEGAL DESCRIPTION
stmi Itsaa 1.2
T"DSM e'mOaWareW
r, a
st r Lox TradB COusens Subdv.
D*M sr it" waan 111)"I or"
w'w"I'm bwr. N/q
n.
F,
T—'" T16N Rr.` R1 E s.mm.26
F■'e'm' ao W 9' .
Gn a ;° :
2 Fl.
sand/47 F,,
Well: ❑New ❑Upgrade
Gr' rwb'
w'ew.aww'
arwc' re."n n«.
sand / 3 m.
1
N/A R
CJ'rrlraan IFn.'r, A. B. GT
TOW DWV1
Cara c:
tar n'ape's a.":
Pp'Www:
n.
Fc
141 F2
PVC 3034
Dori.
Dm Dr .
sWlG wM IhM.
Ywr'N'r
ow mWMp:
Ft.
Owner
7/8/2007
Ye
Paras*`r.rw,pn,
AOO.w C+evna
TANK
G,�,
�
n
SEPARATION DISTANCES
❑ septic ❑ Holding ❑ S.T.E.P. ❑ other.
To
Septic
Absorption
Lat
Folding
ubliUPnwde
•tl"•`
Fran
Tank
Field
Station
Tank
Sewer Line
Gr.
remwo a c«ro. .
W411
134'
184'
WA
WA
130'
Bar'aw~
NIA
N/A
WA
LIFT STATION
a..
Wum
70'
50'
WA
Gr
2NIA
'Pwp W. w.'1't
'Pw W MM
HWwow nrm'�
FauieiepA
6'
52'
NIA
M
m
m.
CuWn taxer
WA
WA
WA
F;;;; M"• •Mar
E�'wP�w Fwrarroe er,
R'm'A':
Ground water monitoring tube installed to bedrock. Monitoring
BENCH MARK
Locria.b awwm
started 12 May 2007 and continued for 10 days, no water observed.
Finished Floor of Residence
wN4011.
Hew dralnaeld consists of of Infiltrator chambers placed over Mer sand.
100.0 FL
Engineer's Stamp
Inspections performed by: Greg McConnell P.E. Dates: 1" 7/8/07OF
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Development Services Department Approval
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Conditional Approval Date:
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and approved by: W Date: /�07
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FINISH GRADE
W/ TOPSOIL/SEEDING
2' RIGID INSULATION
EXISTING GRADE
GEOTEXTILE FABRIC
INFILTRATOR,
STANDARD CHAMBER
` _
FILTER SAND
CUT AND FILL LEVEL
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12' MIN. TO�� �`
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INSTALLATION
24' MAX. �
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SECTION—DRAINFIELD/ LOT No. 2
SCALE: 1/8'e 1'-0'
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ELEV. 94.5 U
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PVC PIPE)
2 -INCHES`.
ELEV. 85.3
RIGID INSULATION
���-------------- -
INVERT
2.6 INFILTRATOR CHAMBERS
45 FEET LONG, 128 SOFT.
ABSORBTION AREA
` ��..OF •,q1'� 4,
PROFILE—SEPTIC SYSTEM/
LOT No. 2
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ON-SITE WASTEWATER PLAN
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41 CE -10163 .* `V,
TRACT B. COUSENS SUBDIVISION
.
5.64 ACRES
DATE: ST 2007
02Z
-
I.i-02-000
WAIVER FEE: I A!,-,
PAYMENT DATE: n Its D
RECEIPT 3t:-1�r-A
MEMORANDUM
DATE: May 16, 2007
FROM: Greg McConnell P.E.
SUBJECT: Cousens Tract B Residence #2 -Request for On -Site Slope Waiver
TO: Deb Wockenf iss
Site Conditions
The lot covers 2.6 acres and slopes away from the frontage road with a southern exposure.
Slopes vary from 30 to 45%. The drainfield is located in an area with a slope that varies from 30
to 35%. The nearest neighboring property line from this field is 150 feet. A topo plan and
section drawing is enclosed showing the 25% intercept line at 35 -foot distance from the field.
Soils
The underlying soil consists of a well -graded mix of sand and gravel with few fines. Soils tests
revealed no evidence of mottling and no ground water has been observed during monitoring.
Percolation tests show a permeability rate that is in the most desirable range, 1 to 2 minutes per
inch.
Drainfield Constuction
The drainfield consists of a single 46 -foot run of infiltrator chambers. The drainfield trench was
excavated to approximately 24 -inches below grade (12 -inches into the sand/gravel layer). The
bottom surface was scarified and covered with 6 to 18 -inches of filter sand. The sand was
leveled and the chambers were placed on top. The chambers were covered with a geotextile
fabric and 2 -inches of rigid insulation before backfilling. Monitoring pipes were placed at each
end of the runs.
Operations/Maintenance
This system is expected to produce a high quality of effluent due to the following:
• Oversized and insulated HDPE septic tank.
• Effluent is discharged over filter sand
• Open chamber drainfield system allows for better aeration
• Well -graded sand/gravel soils allow for good filtration and percolation rates
Scarified surface area of the native soil is protected from fouling due to suspended solids
by the layer of filter sand.
Passage of solids to the bed does not fail the entire surface at once, it will occur in stages,
and as long as effluent finds a passage through the sand it can reach the bottom
percolation area. This system protects the receiving soil interface from fouling and is
much less likely to surcharge.
The entire sand surface can be regenerated by excavating and removing the infiltrator end
caps and raking the top of the sand.
(N&dd 31VIS HOVDf7HJ) Q3J1AIQgnSNn
MUNICIPALITY OF ANCHORAGE
Development Services Department T
On -Site Water 8 Wastewater Program I �U
4700 South Bragaw Street `
P.O. Box 196650, Anchorage, AK 99519-6650 �y1
(907) 343.7904 D
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Permit Number: SWO60259
Legal Description: COUSENS TRACT B
Date Issued: Aug 15, 2006
Expiration Date: Aug 15, 2007
Parcel ID: 052-381-02
Design Engineer: 0875 LUKE L. SCHULTE Site Address: 34683 EKLUTNA LAKE ROAD
Owner Name: JEFF SCHWEIZER Lot Size: 245678 SQ. FT.
Owner Address: PO BOX 67077 Total Bedrooms: 1 Permit Bedrooms: 1
CHUGIAK . AK 99567 -
This permit is for the construction of:
❑✓ Disposal Field Q 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.
5. The following special provisions.
(RESIDENCE NO. 2)
-THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST
BE VEGETATED SUFFICIENTLY TO PREVENT EROSION.
Received By.
Date: 8
Issued By: �_ �_(r Date: I? rs oL.
Municipality of Anchorage
Development Services Department
Building Safety Division
\ On -Site Water and Wastewater Program
4700 Bragaw Street
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. 052-381.02-000
Property owner(s) Jeff Schweizer (Residence No.2) Day phone 694-2484
Mailing address Box 67077 Chugiak AK Zip Code
Zip Code 99567
Tract B Cousens Subdivision
Legal description (Township, Range & Section) TI 6N. R11 E. Sec.26
Lot Size 245,678 Sq. Ft. Number of Bedrooms 1
Site address 34683 Eklutna Lake Road
Legal description (Sub'd., Block & Lot)
99567
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
El
Septic Tank
(]
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
THIS APPLICATION IS AN:
Initial
Upgrade
Renewal
I certify that the above information is correct. I further certify that this application is being
Single Family Dwelling and is in accordance with applicable Municipal Codes.
{ Yt ( L4� — Co -o
of property owner or authorized agent)
Permit/Rush Fees:
• e U Waiver Fees:
Date of Payment 12z66
Receipt Number. 8agg4
(Rev. 11/05)
Date of Payment:
Receipt Number.
i 0
❑
I
i
made for a
1UiFluC@3V"43 I "
DATE: 3 August 2006
FROM: Greg McConnell
SUBJECT: On -Site Sewer Permits - Residence I & 2, Tract B Cousens Subdivision
TO: Municipality of Anchorage On -Site Water and Wastewater Program
The above reference parcel is jointly owned by Jeff Schweizer and Greg McConnell, each'wi
separate residence. A preliminary plat is being developed to divide the property into two 2.8
acre lots with a residence on each. Before the preliminary plat is submitted, both residence
wastewater systems will be permitted and modified to meet current M.O.A. requirements.
Existing Water Supply
Both residences are currently supplied with water from a subsurface source accessed by
excavating into a shallow rock face. The water supply is located near the center of Tract B and is
a minimum of 100 -feet from the planned septic systems (see the site plan submitted). The
collection cistern consists of a reinforced concrete vault covered with an insulated wood
structure. The maximum output of the system is approximately 200 gallons per day.
Proposed Water Supply
After the property is subdivided, a water well will be drilled in the vicinity of the existing water
supply, maintaining the 100 foot separation distance from the new wastewater systems.
Residence No. 1 will be supplied with the new well and residence No. 2 will continue to use the
existing water source.
DATE: 3 August 2006
FROM: Greg McConnell
SUBJECT: On -Site Sewer Permits - Residence 1 R. 2, Tract B Cousens Subdivision
TO: Municipality of Anchorage On -Site Water and Wastewater Program
Wastewater Drainfield Calculations
Infiltrator Chamber bottom dimensions = 34 inches X 72 inches = 2448 sq.in = 17 sq.ftJchamber
Application rate =1.2 gallons/day/s.f.
Surface application only — no sidewall credit
Residence No. 7
150 gallons/day/bedroom X 3 bedrooms / 1.2 gallons/day/sq.ft =
required
375 sq.ft. drainfield area
375 sq.ftJ 17 sq.ft./chamber = 22 chambers required or 2 rows of 11 chambers each
Residence No. 2
150 gallons/day/bedroom X 1 bedrooms / 1.2 gallons/day/sq.ft =
required
125 sq.ft. drainfield area
125 sq.ftJ 17 sq.ftJchamber = 7.35 chambers required or 8 chambers
�� , ... • q<qs� f+
49TH*
CE torp
MEMORANDUM
DATE: 12 July 2006
FROM: Greg McConnell
SUBJECT: On -Site Sewer Permits - Residence 1 & 2, Tract B Cousens Subdivision
TO: Municipality of Anchorage On -Site Water and Wastewater Program
The above reference parcel is jointly owned by Jeff Schweizer and Greg McConnell, each with a
separate residence. A preliminary plat is being prepared to divide the property into two 2.8 acre
lots with a residence on each. Before the preliminary plat is submitted, both residence
wastewater systems will be permitted and modified to meet current M.O.A. requirements.
Residence No. 1 is located on the west side of the tract and has a I -bedroom, 1100 s.f. residence.
A new addition is planned to increase the unit to 3 -bedrooms. A new septic system will be'
constructed consisting of a 1300 gallon 2 -chamber tank, cleanouts, and infiltrator chambers. The
existing septic tank will be pumped and filled with sand and gravel.
Residence No.2 is located on the east side of the tract and has a 1 -bedroom, 770 s.f, residence.
The existing septic system will be modified to include cleanouts and a new drainfield using
infiltrator chambers. The existing septic tank is functioning properly as the sludge level in the
first chamber was measured at 6 -inches of depth.
Site Conditions
This tract of land is sloped uphill from the road frontage at an average of 25 to 30 percent.
Excavations have been done on both sides of the tract showing consistent soil conditions
throughout. Several of the uphill cuts for access roads have been excavated to bedrock and no
seasonal subsurface water has appeared in these cuts over the past 20 years. The soils are well -
graded sand and gravel that percolates well. The existing septic leaching pits have been
accepting effluent flows with no visible problems or adverse effects. The tract of land is bordered
on 2 sides by the Chugach State Park. The third boundary borders a 100 -foot road right-of-way
for the Eklutna Lake Road which is now paved. The proposed drainfield designs are expected to
perform well as the soil in the area will provide excellent filtering of the effluent. The top 3 -feet
of soil will provide a high degree of treatment ( Metcalf & Eddy).
EXISTING GROUND,
25-30% SLOPE
\
BEDROCK
SECTION -
NOT TO SCALE
PROVIDE ADDITIONAL
FILL, REVEGETATE
INFILTRATOR,
STANDARD CHAMBER
2' RIGID INSULATION
GEOTEXTILE FABRIC
SAND LEVELING COURSE
PER M.O.A. SPECS.
REMOVE ORGANICS TO
SAND/GRAVEL LAYER
5'-6' OF
WELL GRADED
SAND/GRAVEL,
PERC. RATE -1.4 MIN/IN.
SOILS PROFILE
iii------�
CONNECT NEW 4' PVC
EXISTINGBEDROOM 45' TO EXISTING 4' DISCHARGE
\ RESIDENCE \ yNE
- - - SOILS TES
3/06
--
PERC.
TEST
6/4/06
INFILTRATOR CHAMBERS
1 ROW m 8 CHAMBERS
TOTAL AREA - 136 S.F.
EXISTING SEPTIC TANK
1000 GAL, 2 -CHAMBER
.0t OF 44
i tk,'• 491"
IRY L 0006NNELL :
CE -1016340
it
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INSTALL 2 -WAY
CLEANOUT, 4 -INCH
SITE PLAN - RESIDENCE 2
SCALE: 1'-30'
ON-SITE
TRACT B,
WASTEWATER PLAN
COUSENS SUBDIVISION
5.64 ACRES
DATE: 15 AUGUST 2006
PLAT NO.: S-5488
GRID NO.: 50215
PARCEL I.D. NO.:
052-381-02-000
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Municipality of Anchorage ���'• `r9II
Development Services Department 4921 .•�'.�.
Building Safety Division /'%
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y,r On -Site Water and Wastewater Program • ,J 1.�'.fS�.:'�Cj
4700 South Bragaw St ♦t Y•L u.• NNELL .'� i
P.O. Box 196650 Anchorage, AK 99519-6650 ♦ . •- =
www. d.anchoraae.ek.us I i•. CE -10163
(907)x3-7904 I��r�9fp'•..... �.••'�����
Soils Log - Percolation Test ��1R%,Lt% :per
Performed For. Greg McConnell (Residence No. 2) Date Performed: 13 Aug. 2006
Legal Description: Tract B. Cousens Subdivision Township, Range, Section: T16N, RIE, Sec. 26
Depth
t ee1)I f VWJS
0
16-
17-
18-
19 -
GW
WC —6FAMD
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UjitTN *:Su)-FIPJES
,Sul3.•ArJUJLAV—
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WAS GROUND WATER
ENCOUNTERED? NO
6
IF YES, AT WHAT DEPTH? L
Depth to Water After 0
P
Monitoring? E
Date: 8/13106
PERCOLATION RATE (mhe.a✓rrn) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
PERFORMED BY: I CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: I
�� • •' OF "4�9 0I
Municipality of Anchorage
' C„. 49MI •:ic 0/
AV
Development Services Department
Building Safety Division
to . • /
/ /.�/s.•.•. •.
�r On -Site Water and Wastewater Program
4700 South Bragaw St
P.O. Box 196650 Anchorage, AK 995IM650
.r//IQN
I• ••�
I/ F : LUKE L SCHULTE •ti
ww cl.enchorace.ek.us
CE 10714 I. •� =�
(907) 343-7904
�1 F'�Fp ' • ...... •'' i `��.:
Soils Log - Percolation Test ,111IVA k%S1`P%*�
Performed For. Jeff Schweizer (Residence No. 2) Date Performed:4 June 2006
Legal Description: Tract B, Cousens Subdivision Township, Range, Section: T16N, RIE, Sec. 26
Depth
2-
Date
GW
3•
' �O
1 sp, 6 (tAM D
10:36 am
C,
oli_v
(� AVLu.Y Soil—
4_
WITI4 FSW 5tNCS
10:46 am
Cr
�.-r
s0131AMtSNLAS-
10 mins
�o�
AR.Glt-1-tTE ANb
10:56 am
6/4/06
v en Ywe.c.K,r
15 -
WAS GROUND WATER
ENCOUNTERED? No
IF YES, AT WHAT DEPTH?
Depth b Water After
MontwdN?
Date: 6/4/06
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
10:36 am
6/4/06
10 mins.
715-
10:46 am
6/4/06
10 mins
7.5'
10:56 am
6/4/06
10 mins
7.5'
11:06 am
6/4/06
10 mins
7.5'
11:16 am
6/4/06
10 mins
7.0'
1126 am
6/4/06
10 mins
7.0'
PERCOLATION RATE 1.4 (nrw•hxA) PERC HOLE DIAMETER &inches
TESTRUNSMwEEN 3 Fir AND 4.5 FT
COMMENTS
PERFORMED BY: �C. fJl� t� n vtc_l t I L.0 cx'_Lt U'�� CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
Tract A, B
® Tract A, B
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