HomeMy WebLinkAboutCHUGACH PARK VIEW LT 26Chugach Park
View
Lot 26
#090-042-26
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP241034
Work Type: SepticTank Upgrade
Tax Code Number: 09004226000
Site Legal Address: CHUGACH PARK VIEW LT 26 GA456
Site Mailing Address: 460 RAND DR, Indian
Owner: SPERBECK DAVID J & JANET S
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date:
c, n
Department
Lot Size in Sq Ft:
Total Bedrooms:
3/15/2024
3/15/2025
112522
❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: 5 it-I��D �l Date:
Issued By: Date: 2-
3
UMMP LI Y OF ANCHORAGE
Development Services Department Phone. 907-343-7904
On -Site Water & Wastewater Section - Fax: 907-343-7997
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 090-042-26
Property/ owner(s) DAVID & JANET SPERBECK C/O ARM SEPTIC SERVICES Day phone 907-688-9433
Mailing address P.O. BOX 112035, ANCHORAGE, AK 99511
Site address 460 RAND DRIVE, INDIAN, AK
Legal description (Sub'd., Block & Lot) CHUGACH PARK VIEW; LOT 26
Legal description (Township, Range & Section)
Lot Size Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑
Initial ❑
Single Family (SF) IR
(w/wo ADU)
Septic Tank
❑X
Upgrade nx
Duplex (D) ElHolding
Tank
❑
Renewal El
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 22 2 Waiver Fees:
Date of Payment: 3 / / 3 Z- i Date of Payment:
Receipt Number: ��) LC3 Receipt Number:
Permit No. OE)Pac ( /O 3 `-1 Waiver No.
G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241034, Curtis Townsend, 03/15/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241034, Curtis Townsend, 03/15/24
Municipality of Anchorage ,
Development Services Department ;=�€',
Building Safety Division _9i
`W
Onsite Water 8 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. SW070062 PID Number. 090-042-26
Nome: WILCO CONTRACTORS
Wastewater System: ■ New ❑ Upgrade
Address:
16701 RANSOM RIDGE ' ANCHORAGE, AK 99516
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 242-5443 3
O Deep Trench ■ Shallow Trench 0 Bed 0Mound OOther
LEGAL DESCRIPTION
Soil Raw,: 1.0
Talo Depth �" �` 5.0 MAX
DPD/s,. P.
FL
Block: Lot: Subdivision:
Depth to pip. bottom hum adpkwl erod.:
Garai dplh b.rwalh pip..
— 26 CHUGACH PARK VIEW
SEE DWG. P.
2.16 n.
Township: Range: Section:
no added allows, oft1ral prod.:
Bram wqm
- - -
SEE DWG. R.
2 ® 45+ = 90+ n
WELL: ■ New ❑ Upgrade
Gant .idth:
5
Nunes of Ilnoo:
2
Di.lenc. W.
10
M
FL
Ca.uf¢olan Prnot., A.B.C:
Tocol D.pth:
Coved To:WMCK)
Total absorption ono:
Pp. rnat•viol:
D 3034/ F-810
PRIVATE
204 n
115 n.
642+ so. FLI
Dr,Mf
Dal. Dnp.d:
16/11/07
stalk woto, Lov l:
Isot~
WILCO
Dol. kMonW:
6/8/2007
HEFTY DRILLING, INC.
112 n.
rola:
Pump sal At:
Cosien H.0t Abw. Gard:
TANK
5.0 o
192 n
2 rt
SEPARATION
DISTANCES
■Septic 0Holding OS.T.E.P. 0Other*
To
Septic
Absorption
Lift
HoldingPublic/Private
foctN'e'1
GREER
In 9
C.p ity aporw:
1250
From
Tank
Field
Station
Tank
se." Line.
Well
too'+
too'+
-
-
25'+
YolwW:
STEEL
Nwrb.r of oorrlDorlm.nla:
2
Surface water
100'+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
10'+
—
—
—
Su. N eo•one:
YanWaclw.r.
Foundation
=1
10'+ 1=1
—
on kvo. of
Limp oft at:
Hqh rats olcrm al.
►Limp MN.
EMclrkal kwP.ctarw pMonr,.d bY:
Curtain Drain
NONE KNOWN
BENCH MARK
Remarks:
Location and D..cnpuan:
GARAGE SLAB ON THE NORTHERN CORNER OF
THE NORTHMOST GARAGE DOOR
A moo Erpeon: 0
.39 rL
�I
GEC;, Ltd.
Inspections performed by: Dates: 1st 6/8/2007
ENGINEER-3 sL
0060 ��
6/8/2007
3rd
Development Sex9i3:,esL{0partment Approval
0
Conditional approval: Date:
a"p
. e e carne :' O
Q4 r E-79 �FO�
4�OdProfessto^ao�
3-11- 0
Reviewed and approved by: n Date:
QQ0�0p00
(R.. 4/0e)
PERMIT NUMBER:
SW070062
100' SURFACE
WATER SET BACK
AS -BUILT DRAWING PARCEL 042° 26' 1
NOTE: TEST HOLE LOCATION ON
DESIGN WAS APPROXIMATE.
ACTUAL LOCATION IS AS SHOWN.
-.•� NEW 1250 GALLON
' AEPTIC TANK NEW
C=--�
FCO
41
A ALTERNATE SITE WILL
J REQUIRE AN ADVANCED
NO TREATMENT SYSTEM
GARNGSS ENGINEERING GROUP, Ltd.
CONSULTANTS 8 GENERAL CONTRACTORS- a .. . 4
)fil L T.M11 FMO. 1UIE 101 . IMOCIML[ MI M!0) • rM}i (907)WJ In . IAM (OO)S =" . q92 w�.pwwpwM1p ewn O i
PREPARED FOR: PHONE NUMBER: PACE NUMBER: •••• •f•• ••• • ......••••
WILCO CONTRACTORS 907-242-5443 2 OF 3 Q m tt ey A. arness:
LEGAL DESCRIPTION? DRAWN BY: VOpl. 79 3
CHUGACHMEW ESTATES SUBDIVISION; LOT 26 J.N.T. 0�'e a }f 2.4? AB��°o
TYPE OF WORK: DATE: 4�Q444pQ�Qoo�•
ASBUILT OF SEPTIC SYSTEM 1/14/2008
R" 011051
-A-F
B C
FCO
34.42
5.58 101.60
LCO
42.95
16.81 114.82
ST1
44.36
18.83 116.64
ST2
50.77
26.75 123.63
DBL1
52.27
28.81 125.50
D81-2
53.05
30.04 126.69
C01
57.11
43.06 140.89
MT1
58.31
44.58 142.44
CO2
49.94
68.59 161.76
MT2
48.09
66.88 159.93
CO3
44.10
30.44 126.79
MT3
44.43
28.32 128.90
C04
1 35.65
60.99 149.69
MT4
133.42
59.72 147.58
C=--�
FCO
41
A ALTERNATE SITE WILL
J REQUIRE AN ADVANCED
NO TREATMENT SYSTEM
GARNGSS ENGINEERING GROUP, Ltd.
CONSULTANTS 8 GENERAL CONTRACTORS- a .. . 4
)fil L T.M11 FMO. 1UIE 101 . IMOCIML[ MI M!0) • rM}i (907)WJ In . IAM (OO)S =" . q92 w�.pwwpwM1p ewn O i
PREPARED FOR: PHONE NUMBER: PACE NUMBER: •••• •f•• ••• • ......••••
WILCO CONTRACTORS 907-242-5443 2 OF 3 Q m tt ey A. arness:
LEGAL DESCRIPTION? DRAWN BY: VOpl. 79 3
CHUGACHMEW ESTATES SUBDIVISION; LOT 26 J.N.T. 0�'e a }f 2.4? AB��°o
TYPE OF WORK: DATE: 4�Q444pQ�Qoo�•
ASBUILT OF SEPTIC SYSTEM 1/14/2008
R" 011051
PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: I
SW070062 090-042-26
FINAL GRADE = 107.97-108.29
INSULATION
ST7 5T2
TOP OF TANK
AT INLET — 104.86—,
TOP OF TANK
AT OUTLET = 104.84
I
NEW 1250
I N
GALLON
I
T
INVERT OF BUNG
AT INLET = 104.42
SEPTIC
TANK
INVERT OF BUNG
I AT OUTLET = 104.06
NORTHERN TRENCH
IAL GRADE - 107.89-108.82
SOUTHERN TRENCH
. GRADE - 107.49-107.97
j
INAL GRADE = 106.69
O HIGHEST POINT
FILTER FABRIC
101+
INAL GRADE - 106.69
0 HIGHEST POINT
FILTER FABRIC
f OF PIPE _
103.85
`—INVERT OF PIPE = BOTTOM OF TRENCH —�
103.85 a 101.69 H2O 0 97.39
BOTTOM OF TRENCH
- 101.69 RELATIVE ELEVATION OF BOTTOM OF TEST HOLE - 94.69 —!
GARNLSS ENGINEIERING GROUP, Ltd. "0:-'419 �rl�
CONSULTANTS 3 GENERAL CONTRACTORS- -- --• --_ -^•• .......•••,........
3]01 L 11Apt 00-A T tot . MRlgaYi AK NSOS . 1.ICI[ (W7)SVattr • Sut (Y01)%•M " •ASML e...p esn
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • • • • .... . • • ............ • • •
WILCO CONTRACTOR 907-242-5443 3 OF 3 •.Jeffre A Game s:
LEGAL DESCRIPTIqr;�fK DRAWN BY: oa�a Ii. I • FFG
CHUGACH' VIEW ESTATES SUBDIVISION; LOT 26 K.D.M. �4ne�e
�1 Q rofsasfoe°oo
TYPE OF WORK: DATE:
PROFILE ASBUILT DRAWING 1/14/2008
(Rev 01105)
FROM.f:
03:SFr" FROM.
J .1.
weft ►f Drifting, qflc-
.290
µ a"r 111JT
Indian
Srry:C
PHONE NO. Jul. 17 2037 11:41AM P2
Weli Log
Urilliay �tnncn y�'y,t
I.M I Pvpcny Ontr_r Kmt1C3
16701 Ransom Aw I
BOREHOLE DATA(from top Of culn97xi'm
Mutarinl: Type. Color & wCrVC4 1 r_m To
stickup 2
I
silt & cobbles 2 22
silty clay wl coarse gravel 22 45
silty sand w/ rooks 145 5S
moist silty clay wl rocks 58 1 113
bedrock 113 204
007_
nson
Scctloe --
prillirg ttn.t:ai:+X 1 Air rotary. l ) Cob•c tool, OTiiCr ,,,_
Ak'Cll uec: ( ) Public ruppty. (X 1 Doe-Atic. Ot.'tcr_—_
Depth of hole: :L Casing sriclur: �_C
st3Al" _ 1htC':neaa: .250 inches
CaeiryTyre:-- 115 r
Casingdianear. 6 tnchesCasing dCptl:..... _..—
Liner We: PVC Dinnicu:r. 4-55 incho- DL•pr : 224 T1
Static water (from aep or euing):112 h on Pjj -Ui=7
Putt>ri•t. Ic%cl & y:cld: __ fat niter hours it CPT..
Recovery rete: 5 g,ptu. Method of rt_tiag: Bid
Dcvc,opnuntw..ctWd: Dar -tion! 1 hour
Urcli tnwke orening qpe: 1 1 Otrcr. ;n:. IX 1 Open ho1c.00mr—
ccmcncd: Stan: ft. Stopped._
$ct:en Type:,_ ._._.._Slot'V'Csh Sizc:
f Sm*lwd: _ a
Perroratal:Stsn: •--- B
Srart: - Il. Stoped:
Note: ""
ryneY_Ywntnnit
Pump ietakc depth: ._ .. '.
Pump 54c: lip. Brand came: _
Was e;li disinfected taco eornplviai! (X)1'ts, l ) No
water entering wep tnnt fmctlrep_bet1X444..._... __..
_
12,ta.13T;_140' to 1600', end 190
0'.to_2_...__......
4. r a Mhal ni 5 tlnm. .......... ..... .......... ...... .......
wen eril!ce num:
Company AMC
Mailing ndLresi:-
L I I Phone numhae: (.
bribers stgnetur-
Municipality of Anchorage ttondon: Pro
Development Services Department DSD wiNn 6(
BoildinS Safety Vvislan Permit Nvm6-r.
On -St a Wssterand Werswata Section D: Te ofl.see: j
4700 South B:agaw St Punic! Idwtificarit
P.O. Bort 196610 Anehora(p, AX 99119.6650 Is well lun:tud at a
www.mani.or 003:te
(907) 343.7900
Swtc:
cvmer shall provide a
a of we cornple;ion.
1 Y1 YL+:tr 1 )feu
to the
�0'J-e-e^^007 06:00P FPOM:
■
TO:33II3246 P.1
Installation 6 Log., a ca'' r -a
a�
OATG oa..' 07
4 4v Piths Adapter Manufacturer's Name: &WIX//
iPitless Adapter Installer.
IPUMP TTPE �jwl.rSl
MAKE
i MOML /D S 0 67-2(/b
SMAL R Pura
MOW
i I DROP TIM- Two Sbe
POWER COMM To.` —4n
rM
11 CLECINCAU Volts
7 gO —
■AUR TMW-- TIM W G 1( T r o t
=u.yx- // )02
WWEu CASa1G sd. 6 [lie. TTM
b'
casco 6Wo<c .� a/�e� LITe h
I aWTA1WE 6TRUC1UlWE: TWO �&: • H-lL
! -1 �N'1 'l�(.✓
1,5 �I
I rroo Te
OP" IIOLP: Flom I • To !!
well was disinfected upon completion.
i method: calcium hypochlorite.
efty DHCl mg, Inc
Water Wc[(arld Pun jp Service
iuuchoragel ACas(a
(907) 345-0593
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water & Wastewater Program
4700 South Bragaw Street evlYU
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Permit Number: SW070062
Date Issued: May 15, 2007
Expiration Date: May 14, 2008
Parcel ID: 090-042-26
Legal Description: CHUGACH PARK VIEW LOT 26
Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: NHN RAND DRIVE
Owner Name: BILL WILKINSON Lot Size: 112522 SO. FT.
Owner Address: 16701 RANSOM RIDGE Total Bedrooms: 3 Permit Bedrooms: 3
ANCHORAGE. AK 99516 -
This permit is for the construction of:
❑-1 Disposal Field Z 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: 7
Date: S O
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. NT) - OLI a- C� 10
Property owner(s) BILL WILKINSON Day phone 242-5443
Mailing address 16701 RANSOM RIDGE a ANCHORAGE. AK
Site address -DizZip Code 99516
Legal description (Sub'd, Block & Lot) CHUGACHTMEW ErrFkIES. LOT 26.
Legal description (Township, Section & Range) _N/A
Lot Size I a 15a Sq. Ft. Number of Bedrooms 3
THIS APPLICATION IS FOR (Z all that apply):
Absorption Field
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 made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
Permit/Rush Fees: 1 1 i7.00 1A : ) 75 • U O
Date of Payment: F; � — 0 -7 Date of Payment: � J' U 7
Receipt Number: Receipt Number: / `I
(Rev. 11/05)
1�I
GARNESS ENGINEERING GROUP, Ltd.
P - = CONSULTANTS & GENERAL CONTRACTORS X_ :*
May 7, 2007
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref. Proposed Well and Septic System for Chugach View Estates Subdivision; Lot 26,
To whom it may concern:
The proposed 3 bedroom house is to be served by a private well and septic system. We are proposing to
install a 1250 gallon S.T.E.P. tank and dual 5 -wide trench type drainfields. One test hole was excavated
on the property. The drainfields will be designed around the 30 foot radius of this test hole. Comments
regarding the design are summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the
percolation test results. It is our opinion that an application rate of 1.0 gallons/day/R2 should be used.
2. TRENCH DESIGN: See attached design drawing for drainfield specifications
3. SURFACE WATERS: There is a stream that is approximately 115 feet away from the proposed
septic tank and 135 feet away from the proposed drainfield.
4. TOPOGRAPHY: As can be seen on the attached topography site plan, the slopes within 50 feet of
the drainfield area range from 5 to 15 percent running northeast to southwest. In short, there are no slope
concerns.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any questions, please contact us at 337-6179.Thank you for your assistance.
Sincerely, / A
P.E., M.S.
NOTE: A site plan drawing, a design drawing, one soil log, and a 7 page constniction specification letter
which are all part of the design package for this septic system.
3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamcssenginecring.com
W EVE?•OPv�
N°
CHUGACH HEW ESTATES,
LOT 7,
CHUGACH NEW ESTATES,
LOT B•
)POSED SEPTIC SYSTEM
(SEE PACE 2 OF 2)_
c�i C°Q��
APPRW(IMATE
WERAND
BOUNDARY
/
E��°P!,
Na
CHUGACH VIEW ESTATES.
LOT 9,
may- QE�
100' SURFACE NO
NATER SETBACK
i
I4 V��'I
\ PR0aJPO I
\ /
ND
CHUGACH NEW ESTATES,
LOT 23.
CHUGACH VIEW ESTATES,
LOT 10,
.1H/26
PROPOSED 3
BEDROOM HOU:
QF......
GARNESS ENGINEERING GROUP, Ltd.
---•+--��•���CONSULTANTS & GENERAL CONTRACTORS .... .•• •• •••••• ......•••
Al G T.001, 110,D, flll[ 101 . M[1d4G[, Mf IYi01 N1C1C M7- 1" • W .17M NS9lL w..
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:..... ......••••
BILL WILCO 242-5443 1 OF 2 ODO p ';U f Y rness:
LEGAL DESCRIPTION: DRAWN BY: �� r • E-78 `Fo
CHUGACH VIEW ESTATES SUBDIVISION, LOT 26, K.D.M.
ey Psio
TYPE OF WORK: DATE:�04pO4roles o�O\�o
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 5/7/2007
im". Ulm)
NUMBER OF BEDROOMS:3
GALLONS PER DAY (GPD): 450
PERCOLATION RATE/S: <1 MIN./INCH
PROPOSED APPLICATION RATE: 1.0
MINIMUM DRAINFIELD SO.FT.: 450
IM DEPTH:5 FEET
5 FEET
1:2 O 45 FEET (90' TOTAL)
APPROVED SAND FILTER: N/A
NE:2 FEET
RON FACTOR: 0.7
. SO.FT.:642
NO
TE: THE CONTRACTOR SHALL HAVE
THE 100' OFFSET FROM SURFACE LETTER THAT PERTAINS TO THIS DESIGN.
WATER AND THE NORTH PROPERTY LINETO OBTAIN A COPY OF THE LETTER
CONTACT CEG. BY PROCEEDING FORWARD
FLAGGED BY A REGISTERED LAND WITH THIS INSTALLATION, THE ENGINEER,
SURVEYOR PRIOR TO CONSTRUCTION PROWELL PERTY OWNER IIERCONTRA
MAGRE�THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
CONDITIONS OUTLINED.
—100' SURFACE
WATER SET BACK
'
•: •r / PROPOSED
ALTERNATE SITE WILL •�_: �•:•: O
REQUIRE THE USE OF "• \ ----i
AN ADVANCED 'MTI
TREATMENT SYSTEM
\ TH/2
21
PROPOSED 1250
•.t
GALLON S.T.E.P. TANK INSTALL
'�. •...I'i:r l MT3 FOUNDATION
— /MT4 CLEANOUT
1 ._. '""'�• PROPOSED 3
/ .y?„ ���•: !,;��1�' !BEDROOM HOUSE
NOTE: THE DISTRIBUTION UNE
'•'.F1'.;�:� IS TO BE 1.25 INCH PVC w/
1/4 INCH HOLES SPACED 36
'10 INCHES ON CENTER. (15 HOLES
PER LATERAL/30 HOLES TOTAL
APPROXIMATE
WETLAND BOUNDARY
I
11111 11111,1011
GARNLSS ENGINEERING GROUP, Ltd. p, ,
-•�^_+�--•--+••�•. CONSULTANTS 3 GENERAL CONTRACTORS �•.w».�
101 L lUD0l1 IbD. N/lC 101 • MiICMG[. M[ M!0) • FI101[ (N))3)1-1110 • FN (W7).10 o • F - �••gsn,rg-. 0
YwwY . • • •
CIA
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .•• ......• .......••
BILL WILKINSON 242-5443 2 OF 2 1p nesS:
LEGAL DESCRIPTION: DRAWN BY: OD g. '
CE -7953
CHUGACH VIEW ESTATES, LOT 26, K.D.M. OQere 'r`,06°�
TYPE OF WORK: DATE: 40o4PrrOf ssi d\ o
DESIGN FOR PROPOSED WELL AND SEPTIC SYSTEM 5/7/2007
tK". alms)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 3 GENERAL CONTRACTORS
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: CHUGACH VIEW ESTATES, LOT 26,
PERFORMED FOR: BELL AND ASSOCIATES
DEPTH ____
(fee1 t) =yyy ORGANICS TEST HOLE 26
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
CL
•
• •
SEEP Q 10'
9/16/2003
9.5'
9/24/2003
9.3'
0/14/200
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DATE
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9/16/2003
9.5'
9/24/2003
9.3'
0/14/200
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SEE ATTACHED
SITE PLAN
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4 FT. AND 5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO
SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS: THE INSITU SOILS SHOULD ACT AS A SAND FILTER.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE ORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
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19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4 FT. AND 5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO
SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS: THE INSITU SOILS SHOULD ACT AS A SAND FILTER.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE ORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
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Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: GEG
Legal description: Chugach Park View, L26
®Permit QC.O.SJL []inspection Report
The attached paperwork has been reviewed and is being returned for the following reasons:
1. A trench cannot be designed for this lot because of the less than 1 minrin percolation rate, unless the insitu soil meets
MOA standards for a filter layer.
Name of reviewer: Deb
Date: 5/11/07
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
Municipality of Anchorage
Development Services Department IL
Building Safety Division °�
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650vJ ,
Anchorage, AK 99519519.6650
www.muni.orglonsite /
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcell.D.n Uti�'��J COSA# OROOr�—
1. GENERAL INFORMATION Expiration Date: 6-11-08
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
CHUGACH PARK VIEW SUBDIVISION; LOT 26
NHN RAND DRIVE • INDIAN. AK 99540
BILL WILKINSON Day phone 242-5443
16701 RANSOM RIDGE • ANCHORAGE. AK 99516
Day phone
FSBO Day phone
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
0
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
N
Individual Holding tank
❑
Community On-site
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, 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 riles and from my Investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone
Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507
Engineers Printed Name JEFFREY A. GARNESS, P
Engineers Comments:
In conducting this evaluation, GEG, LtD. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines 8 Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
tluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory lost
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authorized, nor will it confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for 3 bedrooms.
Disapproved.
Conditional approval for
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
337-6179
Date
oo6�Op0� .
T.
°..:... 9 d i
. .........:
Q '••Je
Q a E—
G ness.-
s
rye'
bedrooms, with the fllowing stipulations:
Arsenic Advisory
Maintenance Agreements
Supplemental Engineers Reort
Other
�Al
ON-SITE
• WATER AND
WASTEWATER
PROGRAM
By: Original Certificate Date: 3
(Rev 1IM5)
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water 8 Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519.6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: CHUGACH PARK VIEW -99;A+E5"SUBDlMSION; LOT 26 Parcel ID: Oq 0-042-26
A. WELL DATA
Well type PRUATE If A, B, or C provide PWSID# N/A
Date completed 6/11/2007 Sanitary seal (Y/N) YES
Total depth 204 ft. Cased to 115 ft.
FROM WELL LOG
Date of test 6/11/2007
Static water level 112 ft.
Well production 5.0 g.p.m.
WATER SAMPLE RESULTS:
Well Log (Y/N) YES
Wires properly protected (Y/N) YES
Casing height (above ground) 24+ in.
AT INSPECTION
Coliform colonies/100 ml. Nitrate AJQ mg./L. Other bacteria 0 colonies/100 ml.
Arsenic: ug./L. Date of sample: 1/25/2008 Collected by: GEG, Ltd.
S. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL
Tank size 1250 gal. Number of Compartments E
Foundation cleanout (YIN) YES Depression over tank (Y/N) NO
Date of pumping NEW Pumper
Date installed 6/8/2007
Cleanouts (Y/N) YES
High water alarm (Y/N) N/A
C. ABSORPTION FIELD DATA eELOW FlNA GRAD
Date installed 6/e/2007 Soil rating ((E> r ft'/bdrm) 1_0 System type SHALLOW TRENCH
Length 90 (2 ® 45) ft. Width 5 ft. Gravel below pipe 2.16 ft.
Total depth 06.12-7.13 ft. Eff. absorption area642 it Monitoring tube YES Depression over field NO
Date of adequacy test NEW Results (Pass/Fail) PASS For 4 bedrooms
Fluid depth in absorption field before test= in. Water added =gal. New depth =in.
Elapsed Time: min. Final fluid depth= in. Absorption rate >= 450+ g,p,d,
Any rejuvenation treatment (past 12 mo.) (Y/N $ type) NONE KNOWN If yes, give date —
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N
"Pump on" level at —in. "Pump off" level High water alarm level at in.
Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100'+
Public sewer main N/A
Sewer /septic service line 25'+
Animal containment areas 50'+
On adjacent lots 100'+
Public sewer manhole/cleanout N/A
Holding tank N/A
Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main N/A Water service line 10'+ Surface water 100'+
Welts on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in p' ' ""' ' """"
conformance with MOA COSA guidelines in effect on this 0
date. O P '•.J a A. Gorness.-
Engineer's Printed Name JEFFREY A. GARNESSQ 7 53 :p
Date 3/6 log
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COSA Fee S A`� J 7. 5o
Date of Payment -S.1-7,109
Receipt Number 3 8 3 7
(Rev. 11105)
Waiver Fee $
Date of Payment
Receipt Number
LOT 27
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PLOT PLAN _ AS WLT X SCAB t' 50' CMD
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No. O7-031
Lang & Associates, Inc. 11300 � Ar . Amho�• Alaska 993+5-3041
Registered Land Surveyors aureis Fax
I hereby certify that t have ourrged the followbq drorbod property
02)
Ane rope �oHoUr0�AnC7a1 YI�a ESTATES that
*w k" rFtA * 2 �Z thea are
within the prepwly liar a . do act encroach oab the property od moM 1haMe. Neal
no lmproesmrte M 1M property MnO oQoowvf thereto enoracch M /M surveyed
promises and that there aro no roadways, troneng•elcn Anes or ether v6lbk
sesernente M sold prop" moept oe kWkx d hereon.
Doted ,tete 1n L_ Day e1 K6f"'NF,.,n_ . n .,C3 . at Anohero/e, Alaska
1 Y fit responsUlr o1 the owner to determine the ndetsnoe of arrtyry omemrb.
ov~ants, or reell"ons which do not appear on the recorded oubdMelon plat.
KENNETH