HomeMy WebLinkAboutLAKE HILL ACRES #5 BLK 1 LT 4Lake Hills Acres #5
Block 1
Lot 4
#051-122-17
Municipality of Anchorage
Development Services Department ' e,
Building Safety Division
On-Site Water 8 Wastewater Program, 4700 Bragaw St.
- P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.enchorage.ak.us (907) 343-7904 Page 1 of 4
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW060361 PID Number. 051-122-17
Name: JOHN EMMI
Wastewater System: ■ New ❑ Upgrade
Address:
21650 GRAY BILL STREET a CHUGIAK, AK
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 240-8430 3
O Deep Trench O Shallow Trench ■ Bed Cl Mound OOther
LEGAL DESCRIPTION
Soil Raaq:
2.0
Toles Depth Nom agkw pod.:
1.17
cm/sa. n.
n
Block: Lot: Subdivision:
Dwth w or" bohm Nan "vial pod.:
G ewl dpm brwem pip.:
1 4 LAKE HILL ACRES #5
SEE DWG. n
0.52 In.
Township: Range: Section:
sy odaed obs.. adpinai Wade:
a,eYd trrom:
— — —
SEE DWG. n
30 n
WELL: ■ New [IUpgrade
Grad WW N
10
Nunra.r of Owe:
2
b.lw., en..:
D»lanee r
5
<<
n
cladrmvlon Povot.. we.c :
PRIVATE
Tad Doom:
43
named Ta
43
Tota abeaplkw arms:Pipe
300
merWilel:
D 3034/ F-810/SCH 40
n
so. n
D,Ilwr.
SULLIVAN WATER WELLS
Oa. paled:
6/11/07
e,d
slo4a War 'F,
6<
Meer.
OWNER
Dole Moe.d:
10/20-21/07
n
rl.u:
ARTESIAN
Pa,w sot ALcodna
ea
N"Ot neo.. GnwM:
2
TANK
rye
ti
r<
SEPARATION
DISTANCES
0Septic 0Holding ■S.T.E.P. 0Other*
To
Septic
Absorption
Lift
Holding
/Pd.at.
Morwlaawr.
GREER
aaweq' h goeaw:
1500
rrom
Tank
Field
Station
Tank
s.Wr unee
Well
100'+
100'+
100'+
—
25'+
STEEL
Neese. ot oaWw«�W.eu 2
Surface Water
100'+
100'+
too'+
—
—
LIFT STATION
Lot Una
5'+
10'+
5'+
—
—
9a. w salons:Ibadrlrr:
184
1 QUANICS GREER
Foundation
5'+
10'+
5'+
—
—
se,Iw1d a:
al I..eI at
"h war dam al:
1
TIMER
TIMER
36
Pump Ilan. ! Nad.l:
Eki a kwprUan. pedamed W.
Curtain Drain
NO KNOWN
P—TE-30—PLUS
RISING SUN ELECTRICAL
Remarks:'QUANICS AEROCELL TREATMENT SYSTEM
BENCH MARK
tooalan oad 0 ..dptbn:
"ATTACHED LETTER
BOTTOM OF BRICK SIDING ON EAST CONER OF
HOUSE
M.oawd rl..aien:
100.00 n.
GEG Ltd
Inspections performed by: . Dates: 1st 10/20/2007
ENGINEE"SFA
0000
2nd 10/20/2007
o DF,
3rd 10/20/2007
Development Services Department Approval�Cl):.
49 H ".y 0
... ......
Conditional approval: Date:
e f .•• ••• e... p
E-79,93
Q� r
611QD• �Ad
Reviewed and approved b . Date :X�
4pd/'rofass;op
(Rr. 4/0e)
0��00p00
Im
GARNESS ENGINEERING GROUP, Ltd.
- I CONSULTANTS & GENERAL CONTRACTORS • - -*-•
June 8, 2009
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragraw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
Re F. Well Pump Log for Lake Hill Acres #5, Lot 4, Block I
To whom it may concern:
The well drilled on 6/11/07 is an artesian and does not have a pump installed inside the casing;
rather, it is served by a jet pump located inside the home. If you have any questions please
contact me at 337-6179.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamcssenginecring.com
PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER:
SW060361 - 051-122-17 1
100.
...............
A B
ST1
53.08
24.45
ST2
57.71
34.91
MH
58.92
37.14
JV
67.00
64.50
C01
1 68.00,
53.25
MTl
1 66.551
54.95
CO2J
63.00
72.35
CO3
72.90
156.55
C04
68.57
174.50
LOT a. BLOCK 1,
LAKE HILL ACRES j5;
0
15 LOCK �
HILL ARES %5;
GARNESS ENGINEERING GROUP, Ltd.
. , - . . 1 .1. . CONSULTANTS GENERAL CONTRACTORS
J"' L f1.Ke fb el.•R 101 - MOWLL M O - FOS (1p*W1 lft - Fm (WrAM "
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
JOHN EMMI 529-2229 2 OF 3
LECAL DESCRIPTION: UKAWN BY:
LAKE HILL ACRES #5, LOT 4, BLOCK 1 1 K.D.M.
' OF WORK:
AS—BUILT DRAWING
(Re, 01105)
6/3/2009
NEW 1500 GALLON I
S.T.E.P. TANK\ I
4N
MH
Ld
UI
0
!:J—
* -37
.... ........
....... ... : ... i
f r y A. a ss.- e
CE -7973
Xjr.
r
Prof esslol'o\
OF,%./ I 5&_d
PERMTTNUMBER: AS_BUMT DRAWING PARCEL INUMBER:
SW0
SW060361 051-11 22-17
NOTE RE—SHOT FINAL GRADES ON
6/2/09 AFTER LANDSCAPING WAS DONE
FINAL GRADE - 99.13-99.15
TANK AT / II I OUTLET F TANK 95.19
AT
95.13
-------------- �w-------
NEW 1500 GALLON
SEPTIC TANK
0IT OF BUNG AT
INLET - 94.63
GARNESS ENGINEERING GROUP, Ltd.
•••— CONSULTANTS 3 GENERAL CONTRACTORS •••.---••--•---^-••
.rAi [twos soNa sort �o� • N0QftWG M s . s (W7 .W-sln . rM (W))SU-.RM . senna
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
JOHN EMMI (907) 529-2229 3 OF 4
LEGAL DESCRIPTION: DRAWN BY:
LAKE HILL ACRES SUBDIVISION #5; LOT 4, BLOCK 1, K.D.M.
TYPE OF WORK: DATE;
AS
PROFILE OF PROPOSED DRAINFIELD 6/10/2009
{NIU. ulml
INVERT . 94.38
IOTTOM OF PUMP
VAULT - 89.38
PERMrrNUMBER: AS DRAWING PARCEL INUMBER:
SWO
SW060361 051-11 22-17
NOTE: MOUND IS
OPSOILED AND SEEDED
2• ID
650 AEROCELL PODS FILTER
,•
ORIGINAL GRADE
u 345 FEET IOF :': •. .•
100.87 •.. MOA APPROVED '. �...�
SAND FILTER
INVERT OF PIPE
- 104.02
BOTTOM OF
SYSTEM - 100.00
RELATIVE ELEVATION OF BOTTOM OF TEST HOLE - 91.67 (WATER O 98.01)
GINAL GRADE
101.17
BOTTOM OF SYSTEM
- 100.50
OF SAND - 103.50
GARNESS ENGINEERING GROUP, Ltd.
-• - ^ ^n^- CONSULTANTS 6 GENERAL CONTRACTORS
JAI L 110011 11010. PILI[ 101 • MK1MK4, M1 N • F CW71) jn • IAT T900i10s " • WEMM. �.MtiwwMMM,—n
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
JOHN EMMI (907) 529-2229 4 OF 4
LEGAL DESCRIPTION: DRAWN BY:
LAKE HILL ACRES SUBDIVISION #5; LOT 4. BLOCK 1. K.D.M.
TYPE OF WORK: DATE:
AS -BUILT PROFILE OF PROPOSED DRAINFIELD 6/16/2009
04/03/2008 12:22 6882259
SULLIVAN
CZertitieb �ritttng Kog
by
DOC CO. dW
SULLIVAN WATER WELLS
P.O. BOX 670272, CHUGIAK, ALASKA 99567 *TELEPHONE 688.2759
OWNER OF LAND: J N ^% C ✓vf•'>J I
ADDRESS:
LEGAL DESCRIPTION: L 4Kc M/tG /4 G�Ca
DATE 6 1144mO o
PERMIT NUMBER: Date dissue-IL-A--Q5
TAX IDENTIFICATION NUMBER: -0�' Ida I 'It
Is well located at approved permit location? 6.htS O No
Method of Drilling: rotary 7 Cable tbol
Depth of well: `1!
Casing Type _% Er FIA Wall Thickness +ate Inches
Diameter 6 / Inches, depth 3 feet
Liner Type: • j 4>4
Casing Stickup Above Ground: Z feet
Static Water Level: 6 L I feet
Recover Rate: RD gpm
Method of Testing: oo4l o
Well Intake Opening Type: 8.epen endO open hole
O Screened; Start feet ,lopped feet
r
O Perforations Startf et�togped feet
Grout Type: �3F^� ,'� Volu a �'J �7
Depth: from feet, ko a- o / feet
i
Well Disinfected Upon Completion? f3xcS.__0 No
Method of Disinfection: C4' *Pe"jX S0 AP'4
Comments:
U
PAGE 01/01
_e043 fin! 6 srl G K i i°
'r/4%-r'S•f•v0
S',f ,> j 69.aJE� �4r,�
Driller's Namet��---=-
ATTENTION: It is the responsibility 0 the property owner to submit a copy of the well log to the proper authorlty. Municipality
of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MalSu Borough:
Department of Environmental Conservation.
SGS RtLN
1086656001
Client Name
Garness Engineering Group, Ltd.
Project Name/N
Lake hills Acres #5 L4,E 1
Client Sample ID
Lake hills Acres #5 L4,EI
Slatrix
Drinking Water
Sample Remarks:
Printed Date/Time
Collected Daterrime
Received Daterrime
Technical Director
12/292008 15:07
12/112008 19:00
12/122008 11:05
Stephen C. Ede
Allowable Prep Analysis
Pammetu Results PQL Units Method Conuincr lD Limits Date Date
Ioit
Metals by ICP/MS
Arsenic ND 5.00 ug/L EP2(H).8 C (<I0) 12/17/08 12/23/08 SCL
Waters Department
Total NitmicNitritc-N
Microbiology Laboratory
Colony Count
Total Coliform
Fecal Coliform
2.95
0
0
0
0.100 m8/L 5N120450ONO3-F 0 (<10)
col/100mL SM2092226
col/100mL S\120 92226
coI/100mL 5N1209222D
A (<200)
A (<I)
A (<t)
12/19/08 LCP
12/12/08 DLC
12/12/08 DLC
12/12/08 DLC
Nov
aa
05 2008 2:23PM HP LRSERJET FAX
\,\",I '4/. Biting Son Qlectric, Inc.
14816 \(/ooJlanJ Drive
�—=agle Diver, AI< gg577
i, ((;07) 622-6777
November 4, 2008
Garness Engineering Group. Inc.
Attn: Kyle
3701 E. Tudor Road, Ste. #101
Anchorage, AK 99507
Re: Lot 4 Block 1 Lake Hill Acres #5
Dear Kyle:
The lift station at the above referenced property has been wired In accordance with NEC
and State/Local codes.
Thank you.
Sincerely,
IV
,4,_6.
Kevin S. Hombuckle, Owner
Administrator License Number 1284
Specialty Contractor License Number 27285
cc: file
P.1
w
ASBUILT
Z
i HEREBY CERTIFY THAT I HAVE SURVEYED THE
FOLLOWING DESCRIBED PROPERTY:
AND THAT NO ENCROACHMENTS EXIST�EXCEPT AS
INDICATED. IT IS THE RESPONSIBILITY OF THE
OWNER TO DETERMINE THS EXISTENCE OF ANY
EASEMENTS, COVENANTS, OR RESTRICTIONS
WHICH DO NOT APPEAR ON THE RECORDED SUBDI-
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD
ANY DATA HEREON BE USED FOR CONSTRUCTION
OF FENCE LINES, OR FOR ESTABLISHING BOUND-
ARY LINES.
SCALE:
r�eaf.At
r Q S 0
DATE•
i. •s
s..... ... .....:...`
GRID
yw/S6L
i K
,#
D.... Me k S., -.rd
FB
Alt
`�:
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
Permit Number: SWO60361
Legal Description: LAKE HILL ACRES #5 BLK 1 LT 4
Design Engineer: 0855 GARNESS ENGINEERING GROUF
Owner Name: JOHN EMMI
Owner Address: 22412 HILLTOP CIRCEL
CHUGIAK . AK 99567 -
Date Issued: Nov 06, 2006
Expiration Date: Nov 06, 2007
Parcel ID: 051-122-17
Site Address:
Lot Size: 26687 SO. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit Is for the construction of:
Disposal Field 0 Septic Tank Holding Tank M Privy E] Private Well E] 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 ( 1BAAC80 ).
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.
-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:
Issued By: _ak Date: tI
, ?,P- ("�"'tx
Municipality of Anchorage
Development Services Department
i Building Safety Division y.
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
ON-SITE SEPTIC/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. f)Sl " 1' 9- 1 �1 .t _
Property owner(s) �il-lwl 1Y nu _Day phone oT X 35
Mailing address �l b -Q 6h GQ '5yo C `Ao Zip Code /967V9
Site address a,-ALI
Legal description (Sub'd, Block &
Legal description (Township, Section & Range)
Lot Size '2 w er* Sq. Ft.
THIS APPLICATION IS FOR (®all that apply):
Absorption Field
Septic Tank
(�
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Zip Code
_�
Number of Bedrooms 3
THIS APPLICATION IS AN:
Initial
❑
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.
of propert;owner or authorized agent)
Permit/Rush Fees:
Waiver Fees:
Date of Payment: I /PDate of Payment:
Receipt Number: �r9�� Receipt Number:
(Rev. 1 V05)
MUNICIPALITY OF ANCHORAGE
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
Date Issued: Nov 07, 2005
Expiration Date: Nov 07, 2006
Permit Number: SWO50421 Parcel ID: 051-122-17
Legal Description: LAKE HILL ACRES #5 BLK 1 LT 4
Design Engineer: 0855 Gamess Engineering Group, LTD Site Address:
Owner Name: JOHN EMMI Lot Size: 26687 SO. FT.
Owner Address: NHN HILLTOP CIRCEL Total Bedrooms: 3 Permit Bedrooms: 3
CHUGIAK , AK 99567 -
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.
5. The following special provisions.
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:
Issued By.
Date: // -7-0-5— -
Issued
U-5—
Date: 1, tir
Parcel I.D.
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.cl.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
051-122-17
Permit Number
Property owner(s) JOHN EMMI Day phone 240-8430
Mailing address (1) 21650 CRAY BILL STREET 0 CHUGIAK. AK.
#ailing address (2) N IAO 1A111 int) &ter i a . Zip Code 99567
Legal description (Lot, Block & Sub'd.) LOT 4. BLOCK 1: LAKE HILL ACRES SUBOMSION i5
Legal description (Section, Township & Range) NZA
Lot Size C21Zlrs$1. Acr e Number of Bedrooms 3
THIS APPLICATION IS FOR:
Sewer Only ❑ Well Only ❑
Sewer and Well Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub
❑
Jacuzzi ❑
Swimming Pool
❑
Water Softening Unit ❑
Therapy Pool
❑
I certify that the above Information is correct. 1 further certify that this application is being made fora
Single Family Dwelling and Is in accordance with applicable Municipal codes.
GARNESS ENGINEERING CROUP, Ltd.
Permit Fees:
Date of Payment: 611tter
Receipt Number. 'o
Waiver Fees,
Date of Payment:
Receipt Number:
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
June 14,2005
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
Ret: Proposed Well and Septic Septic System for Lake 11111 Subdivision #5; Lot 4, Block,
To whom it may concern:
The proposed 3 bedroom house will be served by a private well and septic system. Several test holes
were excavated on the property. Due to poor soils conditions in the area, we are proposing that a MOA
approved recirculating trickle filter unit (sized for 3 bedrooms), a 1500 gallon S.T.E.P. tank, and a bed
type drainfield be installed. The drainfield will be installed around test hole #3. 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 in the area
of the drainfield is a 1-5 percent slope running approximately northeast southwest. The proposed bed
is to be installed near the base of the road edge. The area for the drainfield will be required to be filled
and graded in a fashion so that water will not pond over the drainfield. The mounded area over the
drainfield and he side slopes will be topsoiled and seeded.
We are unawar f any adverse impacts this installation would have on adjacent wells or septic systems.
If you have an q estions, please contact us at 337-6179. Thank you for your assistance.
M.S.
NOTE: Attached is a site plan drawing, a design drawing, a detail drawing, and one soil log, which are all part of
the design package for this septic system. (Contact C.E.G. Ltd. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: gamessengincering.com
LOT 1. BLOCK 1.
LAKE HILL ACRES /5;
:� N ,
1`,,
`N `
" %%
V+'�t 4. g
.1\`\`
PROPOSED �
SYSTE
sM j 1
/ I
THALTERANTE
\
SITE c Q. •3_ . I
RE A
/
LOT 3 BLOCK 1 \ /
LAKE HILL ACRES I/5; LAKE HIL ACRES is: _ ;^
/
I
\��+
1
. I
LACE NIrACRES /5; /
r / _
(Rev. 01.05)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 6GENERAL CONTRACTORS
••••• ••
••• ••••••• •••••••••
3101 E N 4O 1 101 NIUSIM01. MI 1.00) haf IT • M K • SOC' .w
PREPARED FOR:
PHONE NUMBER: PAGE NUMBER:
.•• ••
•• ••••••• ••••••••••
JOHN EMMI
(907) 529-2229 1 OF 3
LEGAL DESCRIPTION:
LAKE HILL
DRAWN BY:
ACRES SUBDIVISION LOT 4. BLOCK 1. J.11
aCEo
'kh-4
#5; -11A.
TYPE OF WORK:
�T �
OQ
"Prof 635100\
ppp000
SITE PLAN
FOR PROPOSED WELL AND SEPTIC SYSTEM 6/14/2005
(Rev. 01.05)
DESIGN CRITERIA
YNVNL NUMtltJi: YM+L NUMtlLR:
re A.
GOR1e99.
NUMBER OF BEDROOMS:3
GALLONS PER DAY (GPD): 450
\ \ \
\ \ \
PERCOLATION RATES: 26.7 LAIN./INCH
\
LEGAL DESCRIPTION:
PROPOSED RATE0.3
\ \
C F- 53LAKE
gor�-
APPLICATION
\
R.A..L
DATE:
MINIMUM DRAINFIELD SOFT- 223\``
/
DRAINFIELD DESIGN:
WWMUM DEPTH:3 FEET
\�
\
1�\
�pY \ LOT 5 BLOCK 1
LAKE HILL ACRES %5;
\\ I
WIDTH:6 FEET
\ `C
`�i
1
LLNCTH:30 FEET
I
M.O.A. APPROVED SAND FILTER:3 FEETEFFECTIVE
\"
0.5 FEET
\
\
REDUCTION N/A
ACTUAL SO.FTT�
240
ALTERANTE
1
INSTALL FOUNDATION
NOTE: A MEETING WITH
THE ENGINEER AND CONTRACTOR
MUST TAKE PLACE PRIOR TO ANY
CONSTRUCTION. ONLY REMOVE TREE
PRIOR TO MEETING. DO NOT REMO\
7-0 - ."Z.
CONTACT CEG. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER, ��++
WELL DRILLER. CONTRACTOR AND — — _ `-SEPjIC
PROPERTY OWNER AGREE THAT THEY / i ' a
HAVE READ THESE SPECIFICATIONS AND / PROPOSED DR/JNTIELD
AGREE TO ACCEPT THE TERMS AND / (SEE DETAIL. PACE 3 OF CONDITIONS OUTLINED. 3
ra Mali"
GARNESS ENGINEERING GROUP, Ltd. per. 4 IH
CONSULTANTS i GENERAL CONTRACTORS Q••• •• ••• •••••
001 G I FAW OUR 101 • M.DEMOL MI ONO/ • PMW pWL.tT1-OIIO • M OVYW&J1Y • X16
TMj+
..
YmCY IVR:
YNVNL NUMtltJi: YM+L NUMtlLR:
re A.
GOR1e99.
JOHN EMMI
907 529-2229 2
\ \\
LEGAL DESCRIPTION:
DRAWN BY:
C F- 53LAKE
gor�-
HILL
TH 2
R.A..L
DATE:
'b/l�j'�o40
�Q dP�0fa
TYPE OF WORK:
8$10^d
�DOOo
SITE PLAN
FOR PROPOSED WELL AND SEPTIC SYSTEM
6/14/2005
ALTERANTE
N
'•;ii iii.).
LOT 3. BLACK 1,
�...
\
LAKE HILL ACRES /5;
:.:."..
\
NOTE: A MEETING WITH
THE ENGINEER AND CONTRACTOR
MUST TAKE PLACE PRIOR TO ANY
CONSTRUCTION. ONLY REMOVE TREE
PRIOR TO MEETING. DO NOT REMO\
7-0 - ."Z.
CONTACT CEG. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER, ��++
WELL DRILLER. CONTRACTOR AND — — _ `-SEPjIC
PROPERTY OWNER AGREE THAT THEY / i ' a
HAVE READ THESE SPECIFICATIONS AND / PROPOSED DR/JNTIELD
AGREE TO ACCEPT THE TERMS AND / (SEE DETAIL. PACE 3 OF CONDITIONS OUTLINED. 3
ra Mali"
GARNESS ENGINEERING GROUP, Ltd. per. 4 IH
CONSULTANTS i GENERAL CONTRACTORS Q••• •• ••• •••••
001 G I FAW OUR 101 • M.DEMOL MI ONO/ • PMW pWL.tT1-OIIO • M OVYW&J1Y • X16
TMj+
..
YmCY IVR:
YNVNL NUMtltJi: YM+L NUMtlLR:
re A.
GOR1e99.
JOHN EMMI
907 529-2229 2
OF 3
LEGAL DESCRIPTION:
DRAWN BY:
C F- 53LAKE
gor�-
HILL
ACRES SUBDIVISION #5; LOT 4, BLOCK 1,
R.A..L
DATE:
'b/l�j'�o40
�Q dP�0fa
TYPE OF WORK:
8$10^d
�DOOo
SITE PLAN
FOR PROPOSED WELL AND SEPTIC SYSTEM
6/14/2005
m«.01005)
--------------------------i
I I
IN FROM
TRICKLING
FILTER I 8
I I
L --------------------------BOJ
PLYWOOD AND
BARRIER WITH
'•`e••�' :,: v� ,
ORIGINAL GRADE 3 FEET OF
•:\.: �•';+•'• MOA APPROVED; ,l ;•`;
SAND FlUER
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS d GENERAL CONTRACTORS
1 L T 110.0. 1118 101 • MOOI110L MI M10] 11101[ (10))W0 IM • IA[ 0010A0 ". q/14 w.r,�pr17�
PREPARED FOR: PHONE NUMBER PACE NUMBER:
JOHN EMMI 907 529-2229 3 OF 3
LEM DESCRIPTION. DRAWN BY:
LAKE HILL ACRES SUBDIVISION #5: LOT 4. BLOCK 1. R.A..L.
OF WORK:
PROFILE OF PROPOSED DRAINFIELD
(Ra.. OV05)
" EXCAVATION IS UMITED TO
THE REMOVAL OF/p/RCANIG
'LYWOOD AND VISOUEEW
BARRIER WITH BRACING/
6/14/2005
Mfiy;Gl"&W�
Jeri1 a ..a.:...
z' INSUUno
MOA APPROVED
RECIRCULATING TRICKLEFlLnx
-nm EASEMENT _.._.
IN
FILTER SIZED FOR 4 FILTER FABRIC
/
BEDROOMS.
FINAL GRADE
MUST BE TOP SOILED
AND SEEDED -\
MT
II
PLYWOOD AND
BARRIER WITH
'•`e••�' :,: v� ,
ORIGINAL GRADE 3 FEET OF
•:\.: �•';+•'• MOA APPROVED; ,l ;•`;
SAND FlUER
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS d GENERAL CONTRACTORS
1 L T 110.0. 1118 101 • MOOI110L MI M10] 11101[ (10))W0 IM • IA[ 0010A0 ". q/14 w.r,�pr17�
PREPARED FOR: PHONE NUMBER PACE NUMBER:
JOHN EMMI 907 529-2229 3 OF 3
LEM DESCRIPTION. DRAWN BY:
LAKE HILL ACRES SUBDIVISION #5: LOT 4. BLOCK 1. R.A..L.
OF WORK:
PROFILE OF PROPOSED DRAINFIELD
(Ra.. OV05)
" EXCAVATION IS UMITED TO
THE REMOVAL OF/p/RCANIG
'LYWOOD AND VISOUEEW
BARRIER WITH BRACING/
6/14/2005
Mfiy;Gl"&W�
Jeri1 a ..a.:...
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 6 GENERAL CONTRACTORS
SOIL LOG
— PERCOLATION TEST
LEGAL DESCRIPTION: LAKE HILL ACRES SUBDIVISION /5; LOT 4, BLOOM
PERFORMED FOR: JOHN EMMI
DATI
DPTti
eet —_
1'-6'
( _ ORGANICS
EST HOLE 1
1
2
SOIL CLASSIFlCATIONS
----
GW ORG
3
r�GP ML
ML/CL
GM CL
q
GC OL
SW MH
5
'• • SP CH
i OH
6
SC
7
6
9
10
11
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
DATE
SEEPS O 3'-10'
4/15/2005
1'-10'
4/18/2005
1'-6'
4/19/2005
I
�I
TH#2 ` \
OLD T �\
N TH# ,
TH#
cc
SCALE:
DATE
READING
CLOCK NET TIME
TIME (MINUTES)
WATER LEVEL NET DROP
READING (INCHES)
19� PERCOLATION RATE 0 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 1 FT. AND 1.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS: THIS SITE IS UNSUITABLE FOR A ONSITE SEPTIC SYSTEM
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASER/Pf� MED IN ACCORDANCE
--L," �n
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
ro� •ov. wn[ �o� • wn�oNu[, ix. weo� • -�� µ: • r�o �.�..`
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: LAKE HILL ACRES SUSDMSION /5; LOT 4, BLOCK 1,
PERFORMED FOR: JOHN EMMI DATE; 4/15/2005
DEM
(feet) _ ORGANICS EST HOLE #2
1
7
8
9
10
11
12
13
14
15
16
17
18
DEPTH TO DATE
GROUNDWATER
3' 4/15/2005
�ooao ��4
....6........ .
P ' e e Gar ess:
CE—
DATE
READING
CLOCK
SOIL CLASSIFICA'nONS
WATER LEVEL NET DROP
TIME
(MINUTES)
READING (INCHES)
a- ORG
IIIIIIIIIML
O�
MLI/c
ML/CL MjjWjjGM%//%CIL
GCHNH •
0
14YSWIIIIIIIIIMH
�IllltliSMY/f/B. •
Sc
7
8
9
10
11
12
13
14
15
16
17
18
DEPTH TO DATE
GROUNDWATER
3' 4/15/2005
�ooao ��4
....6........ .
P ' e e Gar ess:
CE—
DATE
READING
CLOCK
NET TIME
WATER LEVEL NET DROP
TIME
(MINUTES)
READING (INCHES)
O�
0
19� PERCOLATION RATE 0 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 1 FT. AND 1.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS: THIS SITE IS UNSUITABLE FOR A ONSITE SEPTIC SYSTEM
PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS/PE FOgRMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: b/So O
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 6 GENERAL CONTRACTORS
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: LAKL HILL AUHL5 WUUMSWN ex LUI 4. 1
PERFORMED FOR: JOHN EMMI
7
SP/SM
8-
91011 9-
10-
11
12-
13-
14-
15-
16-
17-
18--A
2131415161718
DEPTH TO
GROUNDWATER
DATE
6'
4/19/2005
OF
ORGANICS TEST HOLE 3
1
2'-10'
4/27/2005
2'-8'
5/16/2005
2
6:15
30
4 7/8-
SOIL CLASSIFICATIONS
2
6:15
—
6'
—
4
6:45
30
4 7/8-
1 1/8-
5
6:45
—
6'
i.5r++� GP ML
3GM/SM/ML
7:15
30
4 7/8'
GM CL
4
GC OL
°° o SW MH
5
• : SP CH
�.
SM ' OH
61
SC
7
SP/SM
8-
91011 9-
10-
11
12-
13-
14-
15-
16-
17-
18--A
2131415161718
DEPTH TO
GROUNDWATER
DATE
6'
4/19/2005
3'
4/21/2005
2'-10'
4/27/2005
2'-8'
5/16/2005
1
mvlgm �
TH#2,�D'
OLD'
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
4/20/2005 1
5:45
—
6'
—
2
6:15
30
4 7/8-
1 1/8-
3
6:15
—
6'
—
4
6:45
30
4 7/8-
1 1/8-
5
6:45
—
6'
—
6
7:15
30
4 7/8'
1 1/8'
19 I I PERCOLATION RATE 26.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
—jI�—JII TEST RUN BETWEEN 1 FT. AND 1.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS:
PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASIPEFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:/S/o5
ADVANCED WASTENVATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MENTORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
AND ';iok„J cmni
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
27 day of 0e_/JIX,r of 20_E5 by and between
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Memorandum of Understanding agree as follows:
1. ADVANCED NVASTEWATER TREATMENT SYSTEMS. Municipality
grants permission to Owner to utilize and operate an Advanced Wastewater
f} vx-viced
Treatment System (AWWTS), described as G;1Ir2 located
at 4A/4f f/;/1 .5D f Loc% Gal - y ,Anchorage, Alaska.
.UN/J iq, llfop C%nc. k-
2. Definitions.
A. Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces
not included in the original construction permit and design. Prior to
performing any alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On -Site Systems Approval. An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with AMC 15.65.
These approvals certify that the systems are adequate for the homes that
they support and meet the codes that were in place at the time of system
construction.
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included in
the original design which would allow the AWWTS to continue to
perform as designed.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. Fee. Owner shall pay to Municipality an annual fee of 'VP2J
($ O.00), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life of the
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AW\VTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of On -Site approval is issued to
the new owner or transferee of the property.
5. Alterations, Installation and Removal of Additional Equipment. Owner agrees
not to make any alterations, removal of parts or additions to the AWWTS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2)
maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs.
Further, Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terms and conditions contained in the Owner's AWWTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. The schedule of maintenance and repair contained in the Owner's AWWTS
Operating Permit is: 2 yrA/Z.
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the system.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AW WTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AW WTS.
7. Nonwaiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions,
nor in any way effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such party thereafter to enforce each and every provision
hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties, with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Owner: .T Z Z'u
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding shall be brought in the Superior Court for the Third Judicial District of the
State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and
obligations of the parties under this Memorandum of Understanding.
10. Severabilitv. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
of the Memorandum of Understanding.
OWNER:
By.
Date: OS
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
MUNICIPALITY:
By:
Title:
Date:
) ss.
The foregoing inst ment was acknowledged before me this day of ZCd1ch40 ,
20e by s f , the ft t Cr/tC rJ of
on behalf of the Municipality of Anchorage.
I-ARY PUBLIC FOR
Commission expires:
%7 g07A
�Jt1G %
Municipality of Anchorage
Development Services Department
Building Safety Division
Onsite 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: GARNESS ENGINEERING
Legal description: LAKE HILL ACRES #5 BLOCK 1 LOT 4
The attached paperwork has been reviewed and is being
Original signature or stamp missing on _
Calculation error in design.
Additional soils information needed. _
Water monitoring results inadequate.
Discrepancy in information submitted.
Topographic information missing or inadequate.
Incomplete; missing _
Incomplete; missing _
Additional adequacy test information needed.
Water sample unacceptable. _
Measured/proposed distances/dimensions missing.
E17�
for the following reasons:
C
Dt6-
- �ofLPS F
Locations of all soils, percolation and water monitoring tests not shown.
Proposed system too deep for soils information submitted.
Well log required.
Omission in narrative.
Insufficient fill over tank or field._
Other. NEED TO GET CORP OF ENGINEE
GALIDAYIFT2 APPLICATION RATE?
Name of reviewer. JBE G09DAtt,---
.. 1
iso 66' r 0 F £Av 6r4tem
Trf%A1 &30 PRA6NrtELo URL_
Of v.)rTLgtoy
WAWA meets
Date: 6/20/2005
APrZ-JA6- 16 atw�
6e I�+srA"a 001119
6s 2c7 _Mu./6044
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
k,
Dedember 29, 1978
Hedy Schwarz
4703 Klondike Avenue
Anchorage, Alaska 99504
Subject: Lot 4 Lake Hill Acres Subdivision #5
A permit issued by this department for well and/or
sewer system has expired.
Permits are issued on a calendar year basis, as stated
on the permit, by authority of Municipal ordinance.
If you have drilled the well, a well log should be
sent to this department to document the installation
date.
If there are any further questions, please contact
this office at 264-4720.
Sincerely,
Les N. Buchholz, R.S.
Senior Environmental Specialist
LNB/ljw
enc: copy of permit
��- n-o
GREATER ANCHORAGE AREA BOROUGH
g'� b DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO.
Q € 3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE I/-274-4561
���Y4[D LMv M°®1/te+'�M1a�"f�d I�-. ���F✓`T•`�'
SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT
NAME OF APPLICANT �� /� � � MAILING ADDRESS �` 70� `\/"o'tjol& ONE SE.
INSTALLATION LOCATION
LEGAL DESCRIPTION
-lam
�. 6 T // �- r„h�'A h =f� Z�,
INSTALLATION OF: SEPTIC TANK
TYPE AND SIZE OF FA
FINANCED THROUGH
SOIL TEST RESULTS
COMPLETION DATE ANTICIPATED
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
�-�
SEPTIC TANK SIZE 1 0 0D TYPE
MINIMUM DISTANCES, REQUIREMENTS /
FOUNDATION TO SEPTIC TANK A. _
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK , SEEPAGE PIT!
TO NEAREST LOT LINE. /'� /
f..,.. ... f
WELL TO SEPTIC TANK
/"/-J"`
WATER MAIN TO SEPTIC
DRAIN FIELD
SEPTIC TANK, SEEPA
TO RIVER, LAKE, STREAM.
DRAIN FIELD
GE PIT
CONSIDER AREA WELLS.
SEEPAGE PIT
_IvW-IV�elll x.
DR•ATN-FFEI=D ` 6 w ,
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
SIZE lel e15 Sq. Fr. TYPE
DIAGRAM OF SYSTEM
1 4I ��-'..���` .'-. ,`, ✓ SII
G.A.A.B.
OR
(' o LICENSED DESIGNER
-���sss Z� ��`(aNA%�cal L,��vC��
I CERTIFY T AT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGf �NONN �. 28-8$N D PAT THE ABOV
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. /� /s t-' //ilI 'L//�
i -
mo<o_ Y Hedy S
Legal D_sc=iption Lot
I�
4-3
::.
I'
U
i -10 _j
10
1?
23
of -a l'h and E: :iro^ental `rotect.ion
SOILS LOC
PERCOLATION TEST
chwarz Date Performed 9/3/77
4, Addition #5, Lake Hill Acres Subdivision
Red -brown, sandy silt w/organics (ML)
Red -brown, sandy, silty gravel w/clay (GM -GL)
300 ft.2/bdrm.
Red -brown, fine sand w/some silt (SP)
Perc test from -4 to -6 feet
Red -brown, silty, sandy gravel w/some clay (GM -GL)
300 ft.2/bdrm.
Water Table - 10 feet -
Total Depth = 10 feet
- 5
`> 5
Date 1
Net Titae
Net Drop
!_-_P-erc Rate
9/3/77
30 min.
2.5 in.
�_ 12 min./in.
30 min.
2.0 in.
15 min./in.�
30 min.
1.5 in.
20 min./in.
30 min.
I 1.5 in.
— 20. min./in.
—
Percolation Trate ---- i:iinute