HomeMy WebLinkAboutROBINDALE LT 10P-obl*ndale
Lot 10
#051-053-05
Municipality of Anchorage
Development Services Department e= -_`•,
Building Safety Division E
`
On Water & Wastewater Program, 4700 Bragaw St.
-Site
P.O. Box 196650 Anchorage, AK 99519.6650
www.ri.anchorage.ak.us (907) 343-7904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW070044 PID Number. 051-053-05
Nome: RICHARD PERSON
Wastewater System: ■ New ❑ Upgrade
Address:
RAMBLER ROAD eCHUGIAK,
AK 99567
ABSORPTION FIELD
Phone:
(907) 240-3678
No. of Bedrooms:
2
O Deep Trench O Shallow Trench ■ Bed O Mound OOther
LEGAL DESCRIPTION
W Ra":
0.5
iota Depth hem wtgiaal gpd•:
4.5 MAX
cpo/Sq. It
FL
Block: Lot: Subdivision:
Depth b eke bcdam fron, ortgN qmd.:
Drava apd, b.n.aU pip.:
— 10 ROBINDALE
3.12 R.
1.05 FL
Township: Range:
Section:
M •edea oboes. odgp grove:
Drw.a lerreth:
— —
—
SEE DWG. FL
50 n
WELL: ❑ New
❑ Upgrade
crwoof .lath:
12
Names, are.:
3
Dielance b.l.. ea..:
5
n
n
Ce ricalgn Pdeate, A.e.D):
TaW Dp
coved To:tgm,pc�
Taa abewedah w.a:
ek• ,retwtol:
R
sL
600 so. rl
D 3034/ F-810
Drwl ..
De. DNe.d:
static waw LevW:
MlaMr.
RPC CONSTRUCTION
Dol• YWaHa:
10/31-11/3/07
R
Yell
ewmp Sot
CeW g HWjm MGr :
oes
TANK
cepa
R
r,.
SEPARATION
DISTANCES
■Septic 0Holding 0S.T.E.P. 0others
To
Septic
Tank
Absorption
Field
Lift
station
Holdingblit/Rhcle
Tank
SO~ unes
Mw dectwrw:
PREMIER PLASTIC
coomdy N ,aowpre:
1000
From
well
too'+
too'+
—
—
25'+
Nat.rtol:
PLASTIC
Nun b of aamporbreal.:2
Surface water
too'+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
lo'+
—
—
—
Sz• N wee
p
Foundation
5'+
10'+
—
_
_
on, r.a M
=L
Hqh Mw awem at:
Curtain Drain
NO
KNOWN
7! uoe. a.
1 D•ctr" ewp«uene wonnoa br.
Remarks:
BENCH MARK
lowtwr, aM a.wktb•,:
TOP OF BOTTOM RAIL ON FENCE (PAINTED)
Aewxn.d Flrvatior,:
100.00 it
Inspections performed by:
,J
GEGR'!
, Ltd.
Dates: 1st 10/31/07
ENGINEED EAL
00� p
-p�
11/1/07
3rd 11 /3/07,9s�o40
Development Services Department Approval
LO : y 0�
Conditional approval:
Date:
; p
O 9 •, if A. G mess: 0
ap c
��4p
Reviewed and approved by:
�� c/Date: 3-�J1
o Fore$
4000
PERMIT NUMBER: AS -BUILT DRAWING VID NUMBER:
- 051
SW070044 051 -053 -OS
A 7 B RAMBLER ROAD
FCO 26.33 4.30
ST1 65.07 52.95
ST2 66.44 55.60 \ I
DBL1 67.67 57.88 I
DBL2 68.13 58.74
MT5 66.65 57.11
MTI 49.07 40.44
C01 47.45 38.44 �m NEW /
2 BEDROOM
CO2 43.95 35.61 \o USE
CO3 40.45 32.92
MT2 39.44 32.56 A
MT3 65.70 74.53 / FCO
C04 65.19 74.85
C05 62.69 73.44
C06 60.29 72.17
MT4 59.44 72.00 NEW DRA NFlE PREMIEROGALLON
PLASTIC
03 TH/2 SEPTIC TANK
WOOD FENCE CO2
x \r O1
jMT 5T1
i
06
it
�CID
C04 1,173 DBL2
4AALTERNATE SITE WILL I
LOCATION OF BENCHMARK ON REQUIRE AND ADVANCED
THE FENCE (THE TOP OF THE TREATMENT SYSTEM I N
BOTTOM RAIL SPRAY PAINTED)
E:
F q pp0
o ........... q
GARNESS ENGINEERING GROUP, Ltd. 9
CONSULTANTS& GENERAL CONTRACTORS ......••• • •• . .• ••••••••v
3MI L nm. Ao.A a rt ,o, . w,uc..c[. r FM (,o.)s W" ..mm[ ...4Va..• VA
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •• •••• Q
RICHARD PERSON 240-3678 2 OF 3 Q y '•Je A. ss• G
LEGAL DESCRIPTION: DRAWN BY: O °P, •' E-79 3
ROBINDALE SUBDIVISION, LOT 10 K.D.M. O�Q�e�e' •.'� i!IR f��do�
TYPE OF WORK: DATE: Oppo4Q�p00oo
AS -BUILT DRAWING 11/19/2009
kn.. uvea)
PERMrrNUMBER: AS -BUILT DRAWING PARCEL ID NUMBER:
SW0 -
SW070044 051-053-05
GRADE - 98.33-98.39
TOP INLET .- 9479 \ /AT OUTLET oTOP OF A
NK
AT94.79
INVERT OF BUNG I NEW 1000 GALLON
AT INLET a 94.05"PREMIER PLASTICS" INVERT OF BUNG
SEPTIC TANK AT OUTLET 93.81
FINAL GRADE INSULATION ORIGINAL GRADE
97.49-97.63 a 95.78-96.78
FILTER FABRIC
MT
THk1 THS/
.�15WlIDE
BOTTOM OF BED /a, INVERT OF DISTRIBUTION
92.28 (AVG.) r r 3� LINE - 93.33 (AVG.)
RELATIVE ELEVATION OF BOTTOM OF RELATIVE ELEVATION OF BOTTOM OF
TEST HOLE 83.78 (DRY)
TEST HOLE - 84.78 (WATER O 88.28)
oF
0040
GARNESS ENGINEERING GROUP, Ltd.
-•••••• --- CONSULTANTS&GENERAL CONTRACTORS— ......••• "'• """'
)M, L T100I, AYA AAL 10, • MQIGULF. Mt M1lOF . F,qK (W>?VF-Il» • FM (W1ASY .
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: QO ••':.�. . A. . 4..
RICHARD PERSON 907-240-3678 3 OF 3 E-7 G ec
LEGAL DESCRIPTION: DRAWN BY: OO o ' ] ,
ROBINDALE SUBDIVISION, LOT 10 K.D.M. D��e e • • .1 ."f o foo
'TYPE OF WORK: DATE. 40oO4OpOQoo'
ASBUILT PROFILE 5/22/2009
(Rev.olms)
SCS ReLN
1071250001
All Dates/rimes are Alaska Standard Time
Client Name
Aarow Pump & Well Service
Printed Datefrime
04/122007 821
Project Name/N
Lot 10 Robin Dale
Collected Datdrime
03292007 12:30
Client Sample ID
Lot 10 Robin Dale
Received Daterrime
03292007 14:05
Illalris
Drinking Water
Technical Director
Stephen C. Ede
P%% SID
0
Sample Remarks:
Allowable Prep Analysis
ParameaT
Results PQL
Units Method Comamer ID
Limits Date Date Init
Waters Department
Total Nitrate/Nitrite-N 0.113 0.100
mg/L [PA 353.2 D
(<I0) 04/02/07 JDS
Microbiology
Laboratory
Total Coliform
0
col/100ml- SM209222B A
(<I) 0329/07 DPT
AAROW PUn1P & WER SERVICE, LLC
P.O. Box 110496
_ Anchoraoe. AK 99511
Office: (907) 346-9355 - Fax (907) 333-8976
Eagle River: (907) 622.9335
CUSTOMER
r
r 26 1zd-
Z� 17_,',
CHWOOCE
H2 317662
JOB SITE
7 - V-)
NZ�l'rI(�
WE`-rEPTH fJJ
$wL I[�D
CMLORIrUTED�C.
PUMP DEPTH
-__
jAl %Ii'
QUANTITY
- - DESCRIPTION V - -
—PRICE' .
'AMOUNT
C ` J
r,
LABOR
HOURS
RATE
AMOUNT
TOTAL MATERIAL
TOTAL LABOR
WORK ORDERED BY
DATE COMA. I
TOTAL
LABOR
PAY THIS AMOUNT
Thank You
SIGNATURE
(I Hereby Acknowledge the Satisfactory Completion of the Above Described Work and agree that It above work Is not paid for in 90 days I agree to allow Aarow
Pump & Well Service, LL.C. the fight to remove unpaid for equipment and charge for labor already performed & labor to remove unpaid for equipment.)
TERMS: ACCOUNTS PAYABLE AT 10TH OF MONTH FOLLOWING PURCHASE.
SERVICE CHARGE AT RATE OF 1.5% PER MONTH WILL BE CHARGED ON OVERDUE ACCOUNTS.
Municipality of Anchorage
Development Services Department
Building Safety Division E
Onsite Water & Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519650
www.G.anchorage.ek.us(907)343-7904 Page 1 of 3
Onsite Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW070044 PID Number. 051-053-05
Name: RICHARD PERSON
Wastewater System: ■ New ❑ Upgrade
Address:
RAMBLER ROAD sCHUGIAK, AK 99567
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 240-3676 2
Cl Deep Trench C1 Shallow Trench ■ Bed El Mound rather
LEGAL DESCRIPTION
Soil Ro6w
0.5 GPD/Sq. n.
Taal Depth hvm aigMwl grade:
4.5 MAX n
Block: Lot: Subdivision:
D.Wh to 0" swan can or4�a grodw:
Growil d.plh li w th Pi":
— 10 ROBINDALE
3.12 FL
1.05 In.
Township: Range: Section: —
— —
tv aaawa into www erode:
snot lu,pih:
50
SEE DWG. rL
rL
wnl wWnh:
NuniMr of snow:
DWtovii b.te..n snw:
WELL: ❑ New ❑ Upgrade
12 FL
3
5 R
Ckwwrioabn �., A.B.D . 7aa a"
Gaal rafe
Taw abworpaon one:
Pip. nnolMol:
n
n.
600 so. FL
D 3034/ F-810
DrwNr. We Dds.d:
slaie was L.wwh
lift0t .
RPC CONSTRUCTION
Oa. naai.d:
10/31-11/3/07
rwa:
Pump sa Al:
ceang H"t Abere around:
TANK
GP„
FL
SEPARATION
DISTANCES
■Septic Cl Holding 0S.T.E.P. 0Others
TO
Septic
Absorption
lift
Holding
bdc/prhvl.
YoMaelwwr.
PREMIER PLASTIC
Capocipr ti Seger+•
1000
From
Tank
Field
Station
Tank
s..a un..
Well
too'+
too'+
—
—
25'+
` PLASTIC
N.n�. of eonportinwils.
2
Surface water
100'+
too'+
—
—
—
LIFT STATION
Lot Line
5'+
10'+
—
—
—
s�o in gwla.:
Y.Moetwa:
en Im Z. al a:
High was oiwm a:
Foundation
5'+
10'+
—
—
—
Pump YOM.
EkrtVka wwpecaon. PwlormM br
Curtain Drain
NONE
KNOWN
Remarks: SWING—TIES TO THE HOUSE WILL BE DONE
BENCH MARK
ONCE THE FOUNDATION IS INSTALLED
LpwDOn one D...dp .
TOP OF BOTTOM RAIL ON FENCE (PAINTED)
100.00 n.
ENGINEER? a
Inspections performed by: GEG, Ltd. Dates: 1st 10/31/07
0000
OF. X04
2nd 11/1/07
P
3rd 11/3/07
p."?` 4 �..
Developme Servi s partmentApproval
Conditional approval �? (� Date:
A� ....fey ...
oscv Vt i eS
QO y� CE-7953 •' eQ
4� a •••.�i.lZll� �cQ`F�O
Reviewed and approved by: Date:
04e°Profeaaloho\ �
44�0��p00
(Ron. 4/0e)
0
I PERMIT NUMBER:PARCEL ID NUMBER:
I AS -BUILT DRAWING I
SW070044 051-053-05
J PROPOSED
• .:'r.. '; 2 BEDROOM
•: �:HOUSE
`�\.•r... \ FC01J
NEW DRAINFIELI
I WOOD FENCE /
i MT
�00 /
COS
C04 MT}
x -r.- X- x
LOCATION OF BENCHMARK ON
THE FENCE (THE TOP OF THE
BOTTOM RAIL SPRAY PAINTED)
RAMBLER ROAD
11
2
2
1
LALTERNATE SITE WILL '
REOUIRE AND ADVANCED
TREATMENT SYSTEM I
GARNESS ENGINEERING GROUP, Ltd. �fh•
CONSULTANTS R GENERAL CONTRACTORS -.-iWO-�- `71.
SAI L T1CM IIOAO. 5111[ 101 • AW OL M NSOS . FOK L.Oiu�yl)♦ . Stl (S01i>•L " ASML .w.P.+�MWFFan /i
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
RICHARD PERSON 240-3678 2 OF 3 Q �,
LEGAL DESCRIPTION: DRAWN BY: Qo°
ROBINDALE SUBDIVISION, LOT 10 K.D.M.
(TYPE OF WORK: DATE*
ATE..
DRAWING 5/22/2009
(RW. 0185)
A
,/-NEW 1000 GALLON
PREMIER PLASTIC
SEPTIC TANK
rness:
�C 7 53
.P�Oleesf0��o� /
A
B
FCO1
74.28
101.94
FCO2
77.92
95.77
FC03
80.29
91.71
STI
118.12
45.74
ST2
121.63
45.25
DBL1
124.571
45.11
DBL2
125.67
45.15
MT5
124.17
46.18
MT1
111.52
62.00
C01
109.67
63.34
CO2
107.87
66.77
CO3
106.15
70.21
MT2
106.18
71.30
MT3
150.31
83.40
C04
150.74
85.56
C05
149.44
88.13
C06
1148.21
90.77
MT4
148.02
92.42
J PROPOSED
• .:'r.. '; 2 BEDROOM
•: �:HOUSE
`�\.•r... \ FC01J
NEW DRAINFIELI
I WOOD FENCE /
i MT
�00 /
COS
C04 MT}
x -r.- X- x
LOCATION OF BENCHMARK ON
THE FENCE (THE TOP OF THE
BOTTOM RAIL SPRAY PAINTED)
RAMBLER ROAD
11
2
2
1
LALTERNATE SITE WILL '
REOUIRE AND ADVANCED
TREATMENT SYSTEM I
GARNESS ENGINEERING GROUP, Ltd. �fh•
CONSULTANTS R GENERAL CONTRACTORS -.-iWO-�- `71.
SAI L T1CM IIOAO. 5111[ 101 • AW OL M NSOS . FOK L.Oiu�yl)♦ . Stl (S01i>•L " ASML .w.P.+�MWFFan /i
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
RICHARD PERSON 240-3678 2 OF 3 Q �,
LEGAL DESCRIPTION: DRAWN BY: Qo°
ROBINDALE SUBDIVISION, LOT 10 K.D.M.
(TYPE OF WORK: DATE*
ATE..
DRAWING 5/22/2009
(RW. 0185)
A
,/-NEW 1000 GALLON
PREMIER PLASTIC
SEPTIC TANK
rness:
�C 7 53
.P�Oleesf0��o� /
PERMffNUMBER: PARCEL ID NUMBER:
SW0 AS -BUILT DRAWING I
SW070044 051-053-05
TH#1
TOP OF TANK
AT INLET — 94.
INVERT OF BUNG
AT INLET — 94.05
BOTTOM OF BED
- 92.28 (AVG.)
1
NEW 1000 GALLON
'PREMIER PLASTICS'
SEPTIC TANK
—FINAL GRADE
— 97.49-97.63
RELATIVE ELEVATION OF BOTTOM OF
-ST HOLE - 84.78 (WATER O 88.28)
GRADE - 98.33-98.39
TOP OF TANK
OUTLET - 94.79
INVERT OF BUNG
AT OUTLET — 93.81
INSULATION
—FILTER FABRIC
INVERT OF DISTRIBUTION
LINE - 93.33 (AVG.)
DRIGINAL GRADE
- 95.78-96.78
RELATIVE ELEVATION OF BOTTOM OF
TEST HOLE — 83.78 (DRY) --C
GARNESS ENGINEERING GROUP, Ltd.
••--•-••- • ••-•• CONSULTANTS & GENERAL CONTRACTORS----_.._ """"' ".. """'
=1 L Tlooe Ibe. NIR 101 . MK1gNfL rt -fol • rraS (eor)D l" • FM (-»S.M-itM • e ' e••., -.rte O w%4• O
PREPARED FOR: PHONE NUMBER: PACE NUMBER: ....... • •••• ••••• ••; •••
RICHARD PERSON 907-240-3678 3 OF 3 QQ �, ';3 t A. G ss:
LEGAL DESCRIPTION: DRAWN BY: QO E—�95�,
ROBINDALE SUBDIVISION, LOT 10 K.D.M. �4�e ''' •sr. ZI ly o°
0 edY',ofe s sfofo*\
TYPE OF WORK:
ASBUILT PROFILE
tare.•. oiros)
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
Initial
Permit Number: SW070044
Legal Description: ROBINDALE LT 10
Design Engineer: 0855 GARNESS ENGINEERING GROW
Owner Name: RICHARD PERSON
Owner Address: NHN RAMBLER ROAD
CHUGIAK , AK 99567 -
Date Issued: Apr 30, 2007
Expiration Date: Apr 29, 2008
Parcel ID: 051-053-05
Site Address:
Lot Size: 19074 SO. FT.
Total Bedrooms: 2 Permit Bedrooms: 2
This permit is for the construction of.
Q Disposal Field Z✓ Septic Tank Holding Tank E] Privy El 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
Date: O
Aer.24. 2001 3:21PM Garness Ensineerins Group. Ltd.
Municipality of Anchorage
Development Services Department
Sundfig Satety Div6" i
on -she Water & Wastewater Program
4700 Bragaw St.
P.O. Boz 196650
Anchorage, AK 99519.665o
www.cl.anchorage.ek.us
(907) 343-7904
ON—SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
No.1949 P. I
Parcell.D, — 5 5
Property owner(s) RICHARD PFRSON Day phone _ 240-367A
Mailing address
Site address►HQr.: ,,: R -... ,
. Code
Legal description (Sub'd, Block & Lot ) __ ROSINDALE S/D OT 10
Legal description (rorwyn�s�hip, Section & Range) N/A
Lot Size_ i Q • 0 I tet" Sq.Ft. Number of Bedrooms 2
THIS APPLICATION IS FOR ( ®all that apply):
Absorption Field
Septic Tank
ED
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
THIS APPLICATION IS AN:
Initial
Upgrade
❑
Renewal
O
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.
Penoit/RushFees: '16n r?(
Date of Payment: — — U 7
c
Receipt Number.
(Rev. 11/05)
Waiver Feer. _1S c F—;
Date of Payment: �� ^ d —C.) 7
Receipt Number. U U i 7 a —
Mmucipality of Anchorage
�e/j/Awl 4• ry•
1'(). BA 1!N'd'.50 • Anchorage, Alaska t)!4i19-6650 •Telephone (907) ai. -M01 • i'ac ('.)(1) 34.9•ft°(M) : e
\ i 470(11$a9me Stmet 0 Anchorage, Alaska 76i07
Mayor 31ark Begich uimmuni.ngt
Building Safcty Division
April 30, 2007
Jeffrey Garness, P.E.
Garness Engineering Group
3701 E. Tudor Road, Suite 101
Anchorage, AK 99507
Subject: Waiver Request for Robindale Lot 10
Waiver Request WR#: 070016
Parcel ID # 051-053-05
SW070044
Dear Jeffrey Garness, P.E.:
Your request for a waiver of the required 100 feet horizontal separation from the
absorption field to the private well has been approved. The approved separation distance
is 88.0 feet.
This waiver approval applies to the existing absorption field to private well separation
only. Any future upgrade to the on-site wastewater disposal system will require all
separation distances be met or another approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Sincerely,
9AwW
Deb Wockenf s
Civil Engineer
On -Site Water & Wastewater Program
Community, Security, Prosperity
Municipality of Anchorage
Development Services Department
v Building Safety Division
On-Sitc Water and Wastewater Program
4700 Bragaw Street °
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anch0ragc.ak.us
(907)343-7904
Waiver Review Worksheet
WR#:07O016 PID#:O51-053-05 HA/Permit# SWO7OO44
Date Received: April 30, 2007
Legal Description: Robindale Lot 10
Engineer.
Jeffrey Garness, P.E.
Garness Engineering Group
3701 E. Tudor Road, Suite 101
Anchorage, AK 99507
Applicant: Richard Person
Waiver Requested: 88- from well to drainfleld on Robindals #1
Criteria: Geology
Points:
A. Water Table
B. Soil Sorption
C. Penneability
D. Water Table Gradient
E. Horizontal Separation
Total:
Waiver is Granted: X
Waiver is not Granted:
List Conditions or Reasons for above:
Date: 9aaoro7 By- _fib W enfu
Reiiewei°°°°°°°°°°°°°°°°°°
Reck DIM Amount: $11,� Date Paid: U3012007
/
I Z JOO' WELL RADIUS I
I I I N I
o /
I \ �
ROBINDALE /1 S/D;
BLOCK 1, LOT S
RAMBLER ROAD/� -� / \
1
I � I
1 LAKE HILL
LLOT 70 RES, /
2r \ /
J
-PROPOSED 2 \ \
BEDROOM HOUSE
�J-PROPOSED
SEPTIC SYSTEM
LAKE HILL ACRES;
/ LOT B \
1
.�•W 1 I
/
LAKE HILL ACRES;
\ LOT 4 /
CSLPRCFl} _ -
/ / SUNNYSIDE DRIVE 1 \ 1
------F- \ --/ ----- ---C-A-------- ------
GARNLSS ENGINEERING GROUP, Ltd.
"""`-"'-�•� --•-• CONSULTANTS 6 GENERAL CONTRACTORS—--
Al C llOdl IIMO, fUllC 101 • NKIMIE[, Mf Nb) /IDK (Y021052-d12P • r" 2"
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
RICHARD PERSON 240-3678 1 OF 2
LEGAL DESCRIPTION: DRAWN BY:
ROBINDALE SUBDIVISION; LOT 10 B.F.M.
TYPE OF WORK; DATE:
SITE PLAN FOR SEPTIC SYSTEM AND WAIVER REQUEST 4/27/20
(Rev. 01/05)
I-1 WELL RADIUS
g
1 I
ROBINDALES/D,
LOT 8
__---_____
ROSINDALE S/0; I
,�--�-
LOT 11
i--��
SERVED CLASS
ROBINDALE S/D;
LOT 13 /
110 INDALE S/D;
LOT 12
\ C WELLLACROSS 1
hp'r'
\STREET PER OWNER
1
I � I
1 LAKE HILL
LLOT 70 RES, /
2r \ /
J
-PROPOSED 2 \ \
BEDROOM HOUSE
�J-PROPOSED
SEPTIC SYSTEM
LAKE HILL ACRES;
/ LOT B \
1
.�•W 1 I
/
LAKE HILL ACRES;
\ LOT 4 /
CSLPRCFl} _ -
/ / SUNNYSIDE DRIVE 1 \ 1
------F- \ --/ ----- ---C-A-------- ------
GARNLSS ENGINEERING GROUP, Ltd.
"""`-"'-�•� --•-• CONSULTANTS 6 GENERAL CONTRACTORS—--
Al C llOdl IIMO, fUllC 101 • NKIMIE[, Mf Nb) /IDK (Y021052-d12P • r" 2"
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
RICHARD PERSON 240-3678 1 OF 2
LEGAL DESCRIPTION: DRAWN BY:
ROBINDALE SUBDIVISION; LOT 10 B.F.M.
TYPE OF WORK; DATE:
SITE PLAN FOR SEPTIC SYSTEM AND WAIVER REQUEST 4/27/20
(Rev. 01/05)
NUMBER OF BEDROOMS:2
GALLONS PER DAY (GPD): 300
PERCOLATION RATES: S & 20 MIN./INCH
COMBINED APPLICATION RATE: 0.3
MINIMUM DRAINFIELD SO.Fr.: 600
DRAINFIELD DESIGN:
MAXIMUM DEPTH:4.5 FEET
WIDTH: 12 FEET
LENGTH: 50 FEET
M.OA APPROVED SAND FILTER: N/A
EFFECTIVE:1 FOOT
REDUCTION FACTOR: N/A
ACTUAL SO.Fr.: 600
PERTAINS TOTHISDESICN. II CONTRACTOR MUST HAVE ALL
A COPY OF THE LETTER II7 EASEMENTS, LOT LINES, AND
BY PROCEEDING FORWARD WELL RADII FLAGGED BY A
TALLATION. THE ENGINEER, \ REGISTERED LAND SURVEYOR,
.I. .. .... PRIOR TO CONSTRUCTION_
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND \ — —
AGREE TO ACCEPT THE TERMS AND RAMBLER ROAD
CONDITIONS OUTLINED.
CF�t
PROPOSED
$• 1000 GALLON
INSTALL DOUBLE/ SEPTIC TANK
CLEANOUTS /o
PROPOSED LNC
DRAINFIELD a
Vic"`' TH/1 `Y V / —
• /
ALTERNATEEAN THEY
USE O
TREATMENT SYSTEM I
6fp'�)
I
Nurse
GARNESS ENGINEERING GROUP Ltd. �
^rte-•=- CONSULTANTS d GENERAL CONTRACTORS, • �i4
3m, a iwoA wA fort N, .�,-- �....:. .. ... .......:...
NR1g11/L(. IR (90nl]5-7tN � F®IC .w..11Yrw�MWYlyyyn, O
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• ... ...... ...........
RICHARD PERSON 240-3678 2 OF 2 Q P ' J re A. arness:'
LEGAL DESCRIPTION: DRAWN BY: (] CE -79 3 .`j
ROBINDALE SUBDIVISION; LOT 10 B.F.M. `}7.�p'{��go�
TYPE OF WORK: DATE: 40o4pO�Op00oc
PROPOSED DESIGN FOR NEW SEPTIC SYSTEM 4/27/2007
a.,,„nt,
If
r� ' T" •'
PROPOSED 2
/
BEDROOM HOUSE
/
CF�t
PROPOSED
$• 1000 GALLON
INSTALL DOUBLE/ SEPTIC TANK
CLEANOUTS /o
PROPOSED LNC
DRAINFIELD a
Vic"`' TH/1 `Y V / —
• /
ALTERNATEEAN THEY
USE O
TREATMENT SYSTEM I
6fp'�)
I
Nurse
GARNESS ENGINEERING GROUP Ltd. �
^rte-•=- CONSULTANTS d GENERAL CONTRACTORS, • �i4
3m, a iwoA wA fort N, .�,-- �....:. .. ... .......:...
NR1g11/L(. IR (90nl]5-7tN � F®IC .w..11Yrw�MWYlyyyn, O
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• ... ...... ...........
RICHARD PERSON 240-3678 2 OF 2 Q P ' J re A. arness:'
LEGAL DESCRIPTION: DRAWN BY: (] CE -79 3 .`j
ROBINDALE SUBDIVISION; LOT 10 B.F.M. `}7.�p'{��go�
TYPE OF WORK: DATE: 40o4pO�Op00oc
PROPOSED DESIGN FOR NEW SEPTIC SYSTEM 4/27/2007
a.,,„nt,
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS yf �• `t �ti o0
....... .. .... ..........D
SOIL LOG - PERCOLATION TEST Q
LEGAL DESCRIPTION: ROBINDALE S D: LOT 10 P r y A. orness.: �Q
PERFORMED FOR: RICHARD PERSON
DATE: 10/9/2006 ,� Co 74•
51
DEPTH .e • •i..I1.. 06�4d
(feet) '=� ORGANICS TEST HOLE Ell
�000���oo
SOIL CLASSIFICATIONS
2
o; GW - -- ORG
3 -a GP ML
MIM GM CL
4 GC OL
•°• o SW MH
5 •'• : SP CH
SM . ; off SEE ATTACHED
6 SC SITE PLAN
7 GM
DEPTH TO
8
9
10
11 DATE READING CLOCK NET
12 B.o.11.
13 3 3:43 - 6" _
4 4:13 30 0"
14
15
16
17
18
19 PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.0 FT. AND 3.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL
COMMENTS:
PERFORMED BY CEG. Ltd. I. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: . G
GROUNDWATER
DATE
SEEP m 9'
10/9/2006
8.5'
0/16/200
10/10/2006
1
3:13
-
TIME
TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
10/10/2006
1
3:13
-
g'
2
3:43
30
0"
6"
6"
5
4:13
-
6•
-
6
4:43
30
0"
6"
I
GARNLSS ENGINEERING GROUP, Ltd.
—*-•-�•---- CONSULTANTS 3 GENERAL CONTRACTORS ----- -- — !�
7L m ftw. sur[ ror Hwr r • • ./.. ..... ..........
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: ROBINDALE S/D; LOT 10
PERFORMED FOR: RICHARD PERSON
DEPTH ll ____
(feet) FiORGANICS ITEST HOLE #21
1
1
11
1's
1:
14
15
16
17
18
GM
DEPTH TO DATE
GROUNDWATER
DRY 10/9/2006
DRY 0/16/200
SEE ATTACHED
SITE PLAN
DATE READING
1 9
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
I
• -
I
6-
IIIIIIiII
2
3:43
30
4'
2-
RHH
•
—
IIIIIIIII
—
4
4:13
30
1!llt.It!
•
D.68.
4:13
—
6-
DEPTH TO DATE
GROUNDWATER
DRY 10/9/2006
DRY 0/16/200
SEE ATTACHED
SITE PLAN
DATE READING
1 9
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
10/10/2006 1
3:13
—
6-
_
2
3:43
30
4'
2-
3
3:43
—
6•
—
4
4:13
30
4 1/2-
1 1/2-
5
4:13
—
6-
_
6
4:43
30
4 1/2-
1 1/2-
2-
19PERCOLATION RATE 20 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.0 FT. AND 3.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
wqi
SCS Ret#
1071250001
Client Name
Aarow Pump & Well Service
Project Name/#
Lot 10 Robin Dale
Client Sample ID
Lot 10 Robin Dale
Matrix
Drinking Water
PR'SID
0
Sample Remarks:
Allowable Prep Analysis
Pammoff Results PQL Units Medved Container ID Limits Date Date Init
Waters Department
Total Nitratc/Nitrite•N 0.113
Microbiology Laboratory
Total Coliform 0
0.100 m8/1- EPA 353.2 D (<10) 04.'02/07 JDS
col/100mL SM209222B A (<I) 0329/07 DPT
All Dates/Times are Alaska Standard Time
Printed Date/Time
04/122007 8:21
Collected Date/time
03/29/2007 12:30
Received Date/rime
03/29/2007 14:05
Technical Director
Stephen C. Ede
Allowable Prep Analysis
Pammoff Results PQL Units Medved Container ID Limits Date Date Init
Waters Department
Total Nitratc/Nitrite•N 0.113
Microbiology Laboratory
Total Coliform 0
0.100 m8/1- EPA 353.2 D (<10) 04.'02/07 JDS
col/100mL SM209222B A (<I) 0329/07 DPT
Robindale Lot 10
Parcel ID: 051-053-05
Waiver for 88 feet from drainfield to well
Issued April 26, 2007
General
1. From the water sample, total coliform was 0, and total nitrates was .113 mg/L.
2. The well on the subject property was undocumented. Using a camera, it was found to be 191' deep and cased to
191'. Well log for a nearby well shows silty sand, hardpan and clay.
3. The lot Is sloping from the septic system away from the well head.
4. The location of the system Is In a visible area and any surfacing effluent will be seen and corrected.
5. The well and septic system are on opposite sides of a road that has ditch In each side, which would prevent any
overflow from reaching the well.
ADEC Criteria Points
Water Table 7.8
Depth of water bearing zone in well 162 feet
Assumed bottom of septic tank 9 feet
154 feet
x = 1'(154/190) + 7.0 x=7.8
Soil Sorotion 3.9
Soil descriptions from neighboring well log for subject property
Silty Sand s/gravel 3 8 -15 feet
hardpan 5.25 15 - 79 feet
sand and gravel 1.3 79 - 95 feet
sandy clay 8 gravel 2.5 95 -130 feet
day & gravel 4 130 -162 feet
(7/154.3)+(64/154.5.25)+(16/154'1.3)+(35/154.2.5)+(32/154.4)
Permeability 1.7
Soil descriptions from neighboring well log for subject property
Silty Sand s/gravel 1.5 8 -15 feet
hardpan 1.5 15 - 79 feet
sand and gravel 1 79 - 95 feet
sandy clay & gravel 2 95 -130 feet
clay & gravel 2 130 -162 feet
(7/154'1.5)+(64/154'1.5)+(16/154'1)+(35/154'2)+(32/154'2)
Water Table Gradient 1.8
Water table slopes toward the water source
Assume -9% slope
Horizontal Seoaration 2.5
88 feet between drain field and well
x=13/25+2.0 x=2.5
Total Points 17.6
As per ADEC waiver guidelines a point value of 17.6 is almost sure to be free of any form of contamination from
household sewage.
-2,007�. Wotcr
lcU—6rojicot Galcc��c.+o•,
i
for Robi6 aode, Lot' /0
051-053-05
f'
I',obindalt'�I (3J LS
i
S�o�e� tOGvar� wo,tcr 5ourc�
A
ti
I
�:I r � ' t' �. .(1
� 1 i �. ' `` 1i 11
I l 1 I I 11 a Y� `♦ i .{ � �Y! !
.— - r '� 1 I Sa!' x ♦ L 1rl.i �y 1. 113
� � / ,
_ r t � r: i 1} j•
� ° � q :v ' e.�rr ' Y
t r l a 1.. 1r ♦` a
r. � T a _ ! II 1 � '�' � � ��:.
1 ,S l a !'ti 7��,�.',
� r 1 t 1 1 ! 1 � lay L.�.1 '1 � i! -.. ♦����
//j ,
I� ... t1 r♦ iC' {t ��� it �'Iuu'i flip~yT ♦,}�x.y,.
�-vRr �� .a � 1. ( t Ir" i! `III.�il iS'r It t� �' ,y�'
55t � 1 h
/� ±( Li rl �_`.�' � � •' f � .,that /i7♦I l� I'�a
I .7 �, t / T: / r.
�� I t � � {. .. l 1.1 � r /a
•a 11, 1 �r. { �(.
;va a r5'
I Ii EYP r, `.6 f .earl �LLt��r�7fr/ _
A ' J��y �) 1 f �)
�p
r ��f � � ,,� t , � � ,
r flu^'. � r > r��" t 1�• +s [ ���� /t♦ t
� i{ - � „ r - r ri,. a
, i f
� a � � - � a>• � Yom.
,,. � 1`'t��`,
� r+
iii �' ;, � `': , ,,",'--r-
1t� -- � I -,_ -,._
r t � '" � �
qy _
Ir �� T
A'Y � 'k f 1 ♦ t t t [ it t t �t •�1-r � � ��.
1 1 t .� ! A
n�i .s. �a ` ..— . I t .\ T' l n 1 r ,' ! x :� 3 �\�M1'�.
a '.� tea C. 'C / �I ♦ ♦.. t .,, �_
' � 1 ' I � ,?t � 1 yy ' v �. i
t �
.�- ria � ,, 1 �. 1 '1{:` i s �- '�.� �-
_ �.t it �i , , �.. 1 ��1' `�\��"��11 �?��
��• ~ •1 i 1 •a'. S. 1 t`f,Y _'a lar �; fit'
•_ 1 1 .
'� i t�'�' 1 f ♦ n'�i-a♦� �
� TT r` r .. , ;
I + ,•'��t
I
- r xt �r l � �� ♦1, ��! 1 � .,t� x 1 � w ` T y t! J f
S � �t
1 f.
.. � 1 1 - C tl i )
r I ;4 �� tf `. tt.
'i�a�! .� . �.t ' 1 � r , i5 t r
ARROW PUMP & WEII SERVICE, LLC
P.O. Box 110496
_ Anchorage AK 99511
Office: (907) 346.9355 • Fax (907) 333-8976
Eagle River: (907) 622-9335
1 ` CUSTOMER
ZL; 17L
/' 1. , , r� �c� I✓ , !a K G��Zo1
OHMOCE
H2 o; ss2
I JOB SITE
1/', 75 )A.
J L J
IN 22 /( /T
4EPfH
8 Y O
CHLORINATED
rL,
PUMP DEPTH
SALESPERSON
/ ii / / I :.�f t nn
QUANTITYJ}.
PRICE -
• AMOUNT
1DESCRIPTION
�il u1 V' lY. X r . C�'.'""it 1r
1
u
r
11
t(3 ✓� � Ll 11 f o1 �r 1 •Irr � r F=%�:-�
ID
i
LABOR
HOURS
RATE
AMOUNT
TOTAL MATERIAL
TOTAL LABOR
WORK ORDERED BY
DATE COMP. I
TOTAL
LABOR
PAY THIS AMOUNT
Thank You
SIGNATURE
(I Hereby Acknowledge the Satisfactory Completion of the Above Described Work and agree that d above work is not paid for in 90 days 1 agree to allow Aarow
Pump S Well Service, L.LC. the right to remove unpaid for equipment and charge for labor already performed & labor to remove unpaid for equipment.)
TERMS: ACCOUNTS PAYABLE AT 10TH OF MONTH FOLLOWING PURCHASE.
SERVICE CHARGE AT RATE OF 1.5% PER MONTH WILL BE CHARGED ON OVERDUE ACCOUNTS.