HomeMy WebLinkAboutHYLEN CREST #1 BLK 2 LT 5Hylen Crest
Block 2
Lot 5
#050-472-80
• ,�
Municipality of Anchorage
Development Services Department _
= e
Building Safety Division = —
On -Site Water & Wastewater Program, 4700 Bragaw St.Cr ,
--
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. SW090014 PID Number: 050-472-80
NOM* KEN MQRHAIN
Wastewater System: [INew ® Upgrade
Address:
10230 SILVERTIP CIRCLE
* EAGLE RIVER, AK
ABSORPTION FIELD
Phone:
{907} 694-2259
No, of Bedrooms:
q
[l Deep Trench Idl hollow Trench ❑Bed O Mound ❑Other
ar
o� c�-c %a sYs-r < >A
LEGAL DESCRIPTION
Soil Ratkp:
S i>
Total Oepth nal
e FL
.0 GPDnq. Ft4
Block: Lot: Subdivision:
Depth to pip. bottom from erlgkwl erode:
Gravel depth beneath PiPe:
2 5 HYLEN CREST #1
.4.5-- -3.15 FL
0.50 FL
Township: Range:
— —
Section:
—
Fill added above orfginol grode:
Growl I.Vh:
SEE DWG. Ft_40
n.
Cra' of width'
Numb" of 6 e:
D..tanco bet.e*n Pme:
WELL: ❑ New
Upgrade
5 rL
1
— F L
//❑
Cloesdicafwn (Pmol*. A.8,C): V Total Dw cased lo:W74CK,
Total obewptbe at":
Pipe material:
D 3034/ F-810
\�{
rL
200 sae rL
"or. v `
M
Date DOW: Static Water Level:
Matoll*r; - Dote kWo[4d:
GREY'S CONSTRUCTION 2/20/2009
`Mld: GO Pump Set At:
Coring Hoot At,.Ground:
TANK
G11.
FL n
SEPARATION DISTANCES
0Septic (]Holding 0S.T.E.P. ®Other°
To
Septic
Tank
Absorption
Field
Lift
station
Holding
Ton
ubric/Pnccilo
S..' U.PREMIER
Man`rfa`tia .
PLASTIC
cop—ty n golw :
1300
From
Well
200'+
200'+
200'+
—
25'+
Material:
PLASTIC
Number Of comporlm*nta.
2
Surface water
100'+
100'+
100•+
-
-
LIFT STATION
Lot Line
5'+
10'+
5'+
—
—
Site In gollom:
500
Monufoch"r.
PREMIER PLASTIC
p on {enol at
Pump off 1-1 at:
High water *form at:
Foundation
5'+
10'+
5'+
—
—
TIMER
TIMER
46
Curtain Drain
50'+
50'+
50'+
—
'-
Pump Mole ! Model:
P_TE-30—PLUS
Electrieol ktii tions performed by:
RISING SON ELECTRICAL
Remarks: *THIS 1S AN AEROCELL UNIT
BENCH MARK
L+ocabon and Da*vlptlon:
OLD SEPTIC TANK WAS COMPLETELY ABANDONED
BOTTOM OF SIDING AT FCO
PER UPC
Auurn*d Elovobon: 100.00
n.
Inspections performed by:
GEG, Ltd. Dates: 1st 2/20/2009
ENGINEER'S SEAL
2nd 2/20/2009
rG
oN
3rd 2/20/2009
Q� �s���
0
Development
Services Department Approval
0
D
Conditional approval:•
Date:
• • • • .
ey A. Corn . ess:
nn� % 53 4'
Reviewed and approved by:% Date:3
aproressio�°vd
440���Q�6
(Rev. 4/06)
X Co r\,v e�cs; v n m CAT ^--I o CR T -a
qqanics
GARNESS ENGAEE ING GROUP, Ltd AeroCell
— ENGINEERING SALES CONSULTING:--Alaska Authorized Dealer
January 24, 2020
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Rd. P.O. Box 196650
Anchorage, AK 99519-6650
(907) 343-7904
Ref: Hylen Crest S/D #1; Block 2, Lot 5 (10230, Silvertip Circle, Eagle River, AK) Memo
concerning converting CAT III AWWTS to CAT II AWWTS septic system
To whom it may concern:
The permitted septic system was installed on the referenced property and started up in 2009.
ARM Septic Services, LLC has checked the monitoring tubes in the drainfield in August of 2019
and found them to be dry. In order to simplify the operation and maintenance of the system, we are
proposing that this unit be permanently configured as a CAT II system. Our justifications are as
follows:
The receiving soil has a percolation rate of 10 minutes per inch. Given this percolation rate, a 3.0
gpd/sq.ft. application rate is required for Cat II effluent. There is 2+ foot of MOA approved filter sand
below the drainrock in this drainfield. After the effluent passes through 2+ feet of MOA approved filter
sand, the effluent should meet Cat III effluent quality levels.
The residence has 4 bedrooms, so 200 sq./ft. of absorption area is required for a CAT II effluent
(600 gpd / 3.0). The existing 2008 drainfield has 200 sq./ft. of absorption area.
The approved On-site Wastewater Inspection Report stamped and signed on 3/11/2009 shows the
soil rating to be 5.0 gpd/sq.ft. which the drainfield technically meets this requirement and the
Inspection Report should not need to be amended.
At this time. we request that your department approve a CAT II configuration to be used at the
referenced property. Upon your concurrence, we will have ARM Septic Service, LLC., go to the
property relevel the Jandy valve basin, remove the actuator from the ball valve, leave the valve in
the open posi Mand have them place a CAT II sticker on the control panel.
Si'nc rel
P.E., M.S.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
Jody Maus
From:
ARM Septic Services LLC <armservicesak@outlook.com>
Sent:
Monday, August 26, 2019 10:46 AM
To:
Jeff Garness
Cc:
Jody Maus
Subject:
10230 Silvertip Cr (CAT U Conversion)
Happy Monday GEG,
I'm checking if the Quanics unit located on 10230 Silvertip Cr (Hylen Crest #1; Block 2, Lot 5) qualifies for CAT III to CAT II
conversion. The drainfield was dry on 8/19/19 and the homeowner (Wes Oistad) approved CAT II conversion on
8/19/19. Let me know if there's anything else I can do to help. Thanks!
Landon Bruce
Septic Technician/Consultant
ARM Septic Services, LLC
Ph: (907) 688-9433
Cell: (907) 230-2383
Email: ARMServicesAK(@outlook.com
Website: www.ARMServicesAK.com
Facebook: www.facebook.com/ARMServicesAK/
Municipality of Anchorage
Development Services Department
_ Building Safety Division
On -Site 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
Onsite Wastewater Disposal System and/or Well Inspection Report
Permit Number. SWO90014 PID Number: 050-472-80
Name: KEN MORHAIN
Wastewater System: ❑ New ■ Upgrade
Address:
10230 SILVERTIP CIRCLE ' EAGLE RIVER, AK
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 694-2259 4
ODaeP Trench ■Shollow Trench OBed OMound OOlher
LEGAL DESCRIPTION
soa Rotkj: 5.0
T"""pepth4 enol n
Gro/sy rL
Block: Lot: Subdivision:
CREST #1
Depth to P" lz t trien "ina erode:
G,oed depth twnedh Plot:
0.50
2 5 HYLEN
.4r87'5. rL
FL
Township: Range: Section: —
—
he added oeo" odeinol erodes
GrorN logar.
40
—
SEE DWG. rL
n.
uaed width:
Hwma.r d Iewe:
Dbterw. eetw«n inee:
WELL: o New O Upgrade
5 R
1
— FL
claeerue.n Pd ., A•B.0 : Tad a« ce«d To:l1111nxla
Totol d lkwi m.o:
Pkle rnat.rld:
D 3034/ F-810
n FL
200 so•n
Oyler: We Ddlled: sidle IN~ L«rt
Inst~,"' nne«d:2/20/2009
GREYS CONSTRUCTION
n.a: GO vamp so At: cosine "w"t Alae. Wand:
TANK
rL FL
SEPARATION
DISTANCES
■septic OHolding OS.T.E.P. ■Other°
To
septic
Absorption
Lift
Holding
ubra/Primte
uenerecNwe.:
PREMIER PLASTIC
cop«dr n palloru:
1300
From
Tank
Field
Station
conk
s«.. un«
Well
200'+
200'+
200'+
—
25'+
Ibtwtd:
PLASTIC
lkl e d «mp.rtm«te.
2
Surface water
100'+
too'+
too'+
—
—
LIFT STATION
Lot Line
5'+
t0'+
5'+
—
—
Ste n Volbm:
500
Nendoivt-
PREMIER PLASTIC
p en I«N d:
emp ell I...I at;
High wat« dorm et:
Foundation
5'+
to'+
5'+
—
—
TIMER
TIMER
46
Curtain Drain
50'+
50'+
50'+
—
—
pernP Iloee e: ItodN:
P_TE-30—PLUS
Ewe el n.p«hone perlm try:
RISING SON ELECTRICAL
BENCH MARK
Remarks: 'THIS IS AN AEROCELL UNIT
Lxouen end p.onptiae
OLD SEPTIC TANK WAS COMPLETELY ABANDONED
BOTTOM OF SIDING AT FCO
PER UPC
A«wnM EMeoNon 100.00
n.
ENGINEER'S SEAL
Inspections performed by: GEG, Ltd. Dates: 1st 2/20/2009
000 ppOp
2nd 2/20/2009
3rd 2/20/2009
O P.• ,r 0
0
*•.�*
Development Services Department Approval
O * ` �0
p........ ...................
O
Conditional approval: Date:
e.. A. Gorness .
e53
Reviewed and approved by: / Dater
kQc Profees;o^oc
40O�0p0�
(R.. 4/06)
PERMIT NUMBER:
SW090014
mw
STI
21.41
40.09
ST2
24.55
40.65
DSL1
27.85
41.19
DBL2
28.82
41.44
MH
31.00
42.37
JV
21.98
48.80
DV
21.93
46.08
D130
23.40
148.77
DBL4
23.81
49.65
C01
27.77
53.53
MT1
30.04
56.85
CO2
59.23
91.38
MT2
29.18
90.66
AS -BUILT DRAWING P050-'472"-80
F
EW DRAINFl`LD�
HYLEN CREST 5/D /1,LOT %A
, BLOCK 2
(SEVERED BY COMMUNITY WATER)
CO2�
MT
TH?
HYLEN CREST 5/D #1. LOT 2, BLOCK 2
(SEVERED BY COMMUNITY WATER)
I.oD._ / .r111Y \ \
EXISTING
4 BEDROOM
HOUSE
NEW 1300
GALLON PREMIER
I PLASTIC TANK
GUr`DBL 1&2 Vl
MT _ _ NEW 500
- GALLON FAT
I I ALBERT
I I
SITE
HYLEN CREST S/D %1. LOT 4. BLOCK 2
(SEVERED BY COMMUNITY WATER)
HYLEN CREST S/D %I, LOT 3. BLOCK 2
(SEVERED BY COMMUNITY WATER)
3
GARNLSS ENGINEERING GROUP, Ltd. * : 4 T
-..-. ,.•CONSULTANTS B GENERAL CONTRACTORS . ""'"""' """"'•'
3141 L e10011 RYA fort 101 • ANCHOW. 4 M !W? • N101[ (007)WJ 1» • FM (107)1. U" • eUSR[:.w.Feni�pwpwu.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •. ....... ......•....
KEN MORHAIN 694-2259 2 OF 3 O�Q• fr A. G mess
> :
LEGAL DESCRIPTION: DRAWN BY: Q C 03 ••�`ae`OG
HYLEN CREST #1. BLOCK 2, LOT 5 K.D.M.3.b.. �l �o
TYPE OF WORK: DATE: �OQ�PFo/eselond,
AS -BUILT DRAWING 3/6/2009
R. 01105)
SWOF90~0, b
TOP OF TANK
NUT.
"A
TH
AS-RI7ILT DRAWING "� 472-80 1
NEW 7300 CA LON
'PREMIER PLASTICS.
SEPTIC TANK
TOP OF SAND -
RELATIVE ELEVATION OF BOTTOM OF
TESTHO E - 83.81 (1420 O 95.31)
LJI
FABRIC
GRADE -
3
OF PIPE .
93.51
M OF SYSTEM -
91.31
GARNESS ENGINEERING GROUP, Ltd pL .. 4
4
-. �-�-+�-•--•-........ -CONSULTANTSd GENERAL CONTRACTORS . ••••••• .•••••••••D
3»t C T10aK RO+9. fIKIE 191 • ANCHDP/GL AK "W7 • 1410ME (EOn11T-FI» • FAA 0417)T0 " • NR91L e.-,anwgY-ww9aMn
PREPARED FOR: PHONE NUMBER: PACE NUMBER: 0. ......• ..........
KEN MORHAIN 694-2259 3 OF 4 Q P ;J f e rness.:
LEGAL DESCRIPTION: DRAWN BY: Q� ' . CE -7953 ,• •.�0
HYLEN CREST #1, BLOCK 2, LOT 5 KDM
TYPE OF WORK: DATE: e 4000"000000
PROFILE DRAWING 1 3/6/2009
(Rev. 01105)
i
,
URI Wq
NEW 7300 CA LON
'PREMIER PLASTICS.
SEPTIC TANK
TOP OF SAND -
RELATIVE ELEVATION OF BOTTOM OF
TESTHO E - 83.81 (1420 O 95.31)
LJI
FABRIC
GRADE -
3
OF PIPE .
93.51
M OF SYSTEM -
91.31
GARNESS ENGINEERING GROUP, Ltd pL .. 4
4
-. �-�-+�-•--•-........ -CONSULTANTSd GENERAL CONTRACTORS . ••••••• .•••••••••D
3»t C T10aK RO+9. fIKIE 191 • ANCHDP/GL AK "W7 • 1410ME (EOn11T-FI» • FAA 0417)T0 " • NR91L e.-,anwgY-ww9aMn
PREPARED FOR: PHONE NUMBER: PACE NUMBER: 0. ......• ..........
KEN MORHAIN 694-2259 3 OF 4 Q P ;J f e rness.:
LEGAL DESCRIPTION: DRAWN BY: Q� ' . CE -7953 ,• •.�0
HYLEN CREST #1, BLOCK 2, LOT 5 KDM
TYPE OF WORK: DATE: e 4000"000000
PROFILE DRAWING 1 3/6/2009
(Rev. 01105)
09 2009 1:OSPM HP LASERJET FAX
Rising Son lectric, Inc.
14Qi6 �/oodland Drive
gagle River. AK 99577
(Q07) 622-6777
w�
March 9, 2009
Grey's Construction
Douglas Grey
2320 N. River Circle
Eagle River, AK 99577
Re: Lot 5 Block 2 Hylen #1
Dear Douglas:
The lift station at the above referenced property has been wired in accordance with NEC
and State/Local codes.
Thank you.
Sincerely, ,
Kevin S. Hombuckle, Owner
Administrator License Number 1284
Specialty Contractor License Number 27285
cc: file
P.1
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Feb 11, 2009
Expiration Date: Feb 11, 2010
Permit Number: SWO90014 Parcel ID: 050472-80
Legal Description: HYLEN CREST #1 BLK 2 LT 5
Design Engineer: 0855 GARNESS ENGINEERING GROW Site Address: 010230 SILVERTIP CIR
Owner Name: KEN MORHAIN Lot Size: 0 SQ. FT.
Owner Address: 10230 SILVERTIP CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4
EAGLE RIVER. AK 99577-9512
This permit is for the construction of:
Q 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 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, seated, and heated to prevent freezing.
Received By:
Issued By:/_ /f, 111f 0
Date: a `'
Date:
Municipality of Anchorage
' Development Services Department�i
% Building Safety Division
On -Site Water& Wastewater Program y"
4700 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
Parcel I.D. O S 0- 4-� a- eo
Property owners) Ken Morhoin Day phone 907-694-2259
Mailing address 10250 Silvertio Circle *Facie River. AK
Site address
Legal description (Sub'd, Block & Lot) Hylen Crest #1 82 L5
Legal description (Township, Section & Range)
Lot Size
Sq.Ft.
THIS APPLICATION IS FOR (gall that apply):
Absorption Field
❑
Septic Tank
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Number of Bedrooms
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.
CARNESS ENGINEERING GROUP, Ltd.
(Sigmaltire of property owner or egemt)
Permit/Rush Fees: S� D
Date of Payment: a �' /�
Receipt Number: T �^ �L3
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
GARNESS ENGINEERING GROUP, Ltd.
- CONSULTANTS & GENERAL CONTRACTORS -
February 2, 2009
Municipality of Anchorage
Development Service Department
On -Site Nater & Wastewater Program
4700 Bragaw Street
P.O. Dox 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Proposed Septic Upgrade for Ilylen Crest #1 Subdivision; Lot 5, Block 2,
To whom it may concern:
The existing 4 bedroom house is served by community water and a private septic system. The septic system is in a
state of failure and needs to be upgraded. We are proposing to install a 1300 gallon plastic premier septic tank, a 500
gallon Fat Albert lift station with Quanics controls/floats (will be supplied by GEG, Ltd.), a 650Aeroccll unit and a
5 -wide trench type dminftcld. One test hole was excavated on the property. The drainfield will be designed around
the 30 foot radius of this test hole. Comments regarding the design are summarized as follows:
1. SOILS: We excavated a test hole on 1/23/2009 and monitored groundwater for seven days. Groundwater was
found to be at 12 feet. Our test bole was excavated in the vicinity of the 1993 test hole which showed groundwater to
be at 2 feet below grade. This test hole appears to have been excavated prior to the construction of the house. Since
then the house has been excavated on the property and a possible curtain drain may have been installed uphill from
the property (Ilylcn Crest #1, Block 2, Lots 9, 10, and 11). Our soils evaluation indicates groundwater at 12 feet
below grade. We arc proposing to install the drainfield with 10 feet separation to our February 2009 groundwater
reading. See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test
results.
2. DRAT\FIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography below the drainfield is
a 5-15 percent slope running approximately north to south.
We are unaware f any adverse impacts this installation would have on adjacent wells or septic systems. I f you have
any questions, p cAsc contact us at 337-6179. Thank you for your assistance.
Sincerely,
M.S.
NOTE: A4tached is a sire plan drawing, a design drawing, one soil log, which are all part ofthe design package for
this septic system. (Contact G.E.G. Lid. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507-1259
Ph: (907) 337-6179 . Fax: (907) 3383246' Website: www.gamcssenginecring.com
NYLEN CREST S/D 11
LOT 13, BLOCK 2,
I
HYLEN CREST S/D 11
LOT 8, BLOCK 2,
I
I
I
I
fTYLEN CREST S/D 11
LOT 7, BLOCK 2,
I
I
I
I
HYLEN CREST S/D /1
qE-pTkPT 6, BLOCK 2,
ARaD
CREST S/D
1, BLOCK 2,
HYLEN CREST S/O 11
LOT 13. BLOCK 2.
1 CREST S/D T1�
q9. BLOCK 2, 7C
`SELA
AR/
1
STEWART DRIVE
I I
HYLEN CREST S/D
LOT 13, BLOCK 2,11
(:r II
ASEPTIC II
ARS II
NYLEN CREST S/D /1
LOT 10, BLOCK 2,
4
NYLEN CR
LOT 11,
I I
II
II
II
II
II
\'toTN CREST S 12. BLOCK 2.
\ r
\ /
\ S'AERRETIC
A / r
REST S/D 11 \ /'
BLOCK 2, \
HY IN CREST S/D 11
OT 2, BLOCK 2.
HYLENCREST 11 /
I CSEPTIC LOTOT J, BLOCKK 2,
-
----------- ----
L ----
-- — - — - — - — - — - — - — - — -
— — — — — — — — — — — —
GARNLSS ENGINEERING GROUP, Ltd.
CONSULTANTS d GENERAL CONTRACTORS
Ml L TIOJR I . f 101 • NIWONL[. M K ? • „Lvl[ (WY).U) In • Iii (W7)1 "t • R - —i
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
KEN MORHAIN 694-2259 1 OF 4
LEGAL DESCRIPTION: DRAWN BY:
HYLEN CREST #1, BLOCK 2, LOT 5 KDM
TYPE OF WORK: DATE:
SITE PLAN 2/2/2009
NUMBER OF BEDROOMS: 4
GALLONS PER DAY (GPD): 600
PERCOLATION RATE/S: 10 MIN./INCH
PROPOSED APPLICATION RATE: 2.0
MINIMUM DRAINFIELD SOTT.: 300
MAXIMUM DEPTH: 4 FEET
WIDTH: 5 FEET
LENGTH: 40 FEET
M.OA APPROVED SAND FILTER: 2 FEET
EFFECTIVE: 0.50 FEET
REDUCTION FACTOR: N/A
ACTUAL SO.FT.: 300
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT GEG. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
HYLEN CREST S/D 01, LOT 6, BLOCK 2
(SEVERED BY COMMUNITY WATER)
f �A
f fit
7—� 1
PROPOSED
DRAINFIELD 3•
SHED
r_
y� PROPOSED 500 CALLON FAT
%!J ALBERT UFT STATION WITH
OUANICS CONTROLS/FLOATS
(SUPPLIED BY DEG, LTD.)
EXISTING 30' X 40' BED IS
BE USED A RESERVE SITE
HYLEN CREST S/D /I, LOT 2, BLOCK 2
(SEVERED BY COMMUNITY WATER)
HYLEN CREST S/D 11, LOT 10, BLOCK 2
(SEVERED BY COMMUNITY WATER)
)POSED 650
:SCALL UNIT
VSTALL DANDY VAVLE '. : :�•
PROPOSED 1300 \
GALLON PLASTIC ',:•., -
PREMIER SEPTIC
�(TANK
EXISTING
,.
4 BEDROOM
HOUSE
'•Y`
EXISTING 1250 GALLON
SEPTIC TANK IS TO BE
I PUMPED AND COMPLETELY
NED PER PC
J �ABMD
— — —
TUBE
HYLEN CREST S/O /I, LOT 4, BLOCK 2
(SEVERED BY COMMUNITY WATER)
HYLEN CREST S/D /1, LOT 3, BLOCK 2
(SEVERED BY COMMUNITY WATER)
3S
GARNESS ENGINEERING GROUP, Ltd. per?•' 4 HbyG �A
- - •_- CONSULTANTS & GENERAL CONTRACTORS """"""' """ """'
3»1 L TAdt 11.10. AAL 101 • AWHORAM M N 7 • r" (00n]]! -]Tu . rOS11L w�.yswrq.rF}a�n
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• •• •••••• ......••
KEN MORHAIN 694-2259 2 OF 4 O p .def r A. Gar ess:
LEGAL DESCRIPTION: DRAWN BY: OQ�
HYLEN CREST #1, LOT 5, BLOCK 2 KDM �Q�e�'••.. . Foote
TYPE OF WORK: DATE: y04O4 fesSio p�
PROPOSED SEPTIC SYSTEM UPGRADE 2/9/2009
LR.. 01/05)
PRESSURIZED
UNE FROM FAT
80% DISCHARGED UNE
BACK TO FIRST TANK
CLEAN OUT
T WI,H ACTUATOR
ATED ' WI
BY 4' WIDE RIGID
AD)OCELL UNITUNITBY
ILATION CENTERED
��
OVER PIPES
CO
.4' BY 4' WIDE RIGID
INSULATION CENTERED
OVER PIPES
L2' DISCHARGE UNE
(4' PVC UNE MAY BE USED)
GARNESS ENGINEERING GROUP, Ltd.
• - • CONSULTANTS 6 GENERAL CONTRACTORS �•-••-----•—-•••-----
1 C TIID00 Ig10. MIrt 101 • MCWMGL Mf N]0) • rNOMC (001)11)-6IA • rY (001)l W" • O11E11 - w 4wwn 4V lL p n
IEPARED FOR: PHONE NUMBER: PAGE NUMBER:
KEN MORHAIN 694-2259 3 OF 4
GAL DESCRIPTION: DRAWN BY:
HYLEN CREST #1, BLOCK 2, LOT 5 KDM
PE OF WORK: DATE:
PROFILE DRAWING 2/2/2009
DRIANFIELD
r�cc
'.A4? 7 %�.9......
A.'Gorness:
F— ————————— — — — --1
I Go MTp
OWT D
I
SOU
S To BE
TOPSOILED AND SEEDED
MT CO
FILTER FABRIC
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS S GENERAL CONTRACTORS •-•--�--
JMI L T IIOW. Y 101 • A"CHOR L M! K l • FII[M[ (W7)0 -01„ • FY (W7)]L " �09RL �.,s�r,pr+M6a0n
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
KEN MORHAIN 694-2259 4 OF 4
LEGAL DESCRIPTION: DRAWN BY:
HYLEN CREST #t, LOT 5, BLOCK 2 KDM
TYPE OF WORK: DATE:
PROFILE DRAWING OF DRIANFIELD 2/2/2009
(Rev 01105)
rl `
C V. —7 53
Cp 1
_oOQoop�O
(MINUTES)
READING
(INCHES)
�qSN
ROU P, Ltd.
GAR1� SS ENGINEERING GROUP,
>��:' H
y0,
_...._,` ."'
spm c moon eow. wrtc �°Atl CONSULTANTS 6 GENERAL CONTRACTORS+=--+•-+--.-�R--=•-_-•-•-••
• AWC..D cL A "N7 • nW°W- N) J-sl)Y • rwt D°) . ,rm•.•"p••Wy.er"
•
2
SOIL LOG - PERCOLATION TEST
30
0
LEGAL DESCRIPTION:
HYLEN CREST 11, BLOCK 2, LOT 5
til e J f ey .
orness.: p
PERFORMED FOR: KEN MORHAIN DATE: 1 23 2009
'•. CE -7) 953 `opo
DEPTH ZZZ;040
4losslo
(feet) 7�7�
ORGANICS TEST HOLE 1
3"
3"
5
4:06
-
2
SOIL CLASSIFICATIONS
4:36
ORG
3"
3'
GP MIL
GM CL
C��C
4
GC OL N
EXISTING
4 BEDROOM
(�\
°e .0.0, SW MH
HOUSE
5
': �'• . SP CH
SM x i ; OH
SC
6
i '
GM WITH LARGE
7
COBBLES AND DEPTH TO DATE
L------
BOULDERS GROUNDWATER
VERY TIGHT
..
8
DRY 1/23/2009 HYLEN CREST S/D
/1
LOT 2• BLOCK 2
12' 1/29/2009
9.
12' 2/2/2009
SCALE:
1 100'
to—
DATE READING CLOCK NET TIME
WATER LEVEL
NET DROP
it
12
SM OR GM
13
B.0.11.
14
15
16
17
18
PERCOLATION RATE 10 (MIN./INCH) PERC.
HOLE DIA.
6 (INCHES)
19
TEST RUN BETWEEN 4.5 FT. AND 5.5
FT.
20
A FOUR HOUR PRESOAK WAS PERFORMED: N
YES [-]NO
SOILS LOGGED BY: KYLE MAUS PERCOLATION TEST PERFORMED BY:
KYLE MAUS
COMMENTS:
PERFORMED BY
GEC, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P RFORMED IN ACCORDANCE
2
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z 0'1-
TIME
(MINUTES)
READING
(INCHES)
1/23/2009
1
3:06
-
6"
-
2
3:36
30
2 1 /2"
3 1 /2"
3
3:36
-
6"
-
4
4:06
30
3"
3"
5
4:06
-
6"
-
6
4:36
30
3"
3'
Municipality of Anchorage Page I of 2
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 0 Anchorage, Alaska 99519-6650 o Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: '53022-(- PID Number: 05C)0q 1!E!t0
Name:
�
Wastewater System: ®'New ❑ Upgrade
Y p9
Address. noFio,,,t4196:� ANc_"
ABSORPTION FIELD
Phone:
2S F—O 15g
No. of IT rooms.
❑ Deep Trench ❑ Shallow Trench Bed X Mound ❑ Other
LEGAL DESCRIPTION
Soil Rating:
O. 5
Total Depth from original grade:
GPD/Sq. FL
V 1 ES
Lot: Block`` Subdivision:
' rt 1
Z H ie.\ck_
Depth to pipe bottom from original grade:
Gravel depth beneath pipe
g
VAC C5 Fl.
d•� Ft.
Township: fd =Range
w
SectiprL. l/^ �1Q
�G `7
Fill added above original grade:
Gravel length:
40
G/
VoWhe5 Ft.
Ft.
WELL: ❑ New ❑ upgrade-_____--'"
pgrade
Gravel width:
Number of lines:
Distance between lines
30 Fl.
5
6 Ft.
Classification (Private. A,B,C)
-to al D
Cased To.
Total absorption area:
Pipe material:
Ft.
Ft.
1200 SQ. Ft.
P\/ G'
Driller: Q
C7
Date Drilled.
Static Water Levee.
Installer:
Dale installed:
U
I
Ft.
GIZIF-151IJt!�
Yield:
Pump Set at
Casing Height Above Ground:
GPM
Ft
Ft.
TANK
SEPARATION DISTANCES
9Septic El Fielding ❑S.T.E.P.
To
Septic
Absorption
❑n
Holding
Public/Pnvate
Manufacturer:
Capacity in gallons:
From
Tank
Field
Station
Tank
Sevier lines
ANC1-i0QAC1r
1250
Well
Material:
Number of Compartments:
_
STCC-L
Z
Watere
�1�
LIFT STATION
Lot
d-2.S'
,
H 10
Size in gallons:
Manufacturer:
Line
1
Foundation
NCfT
U5'P2VG�Y -
AK- -(1r1
L
•Pump on level at
"Ptd f' level at
High water alarm at
Curtain
•F'100
r100�
I
Pump Make�_!•.A Uel
Electrical Inspections performed by:
Drain
1
Remarks: SAn,> rn�POQ-r21D eor< r-1 r-Tc)f,.
BENCH MARK
SAw7 (Se 1LV-f�, 1 Me�fs
Location and Description:
An.c l5. 4S /EC Ar�pPlcnsxc�2 F1�t
woop c cc)fLt�it'_I oT fl�c'z F)rn0
✓A'Zlurs
A-V C—.2ot;Nv SvIZ ArC�.
O.P,' �Tz 1.9 ` 1�F41 7Tfi 1J tAver $o-�cr1
�—
Fol Se9c1r. Tpc�c5O2p'1\OiJ 3
��
Assumed ElevationXt:
r
f f y �•l
2 3• I
- vc��mm
Inspections performed by: Dates: 1st
tr,-E�S3
2nd—�-�
Department of Health and Human Services approval
Reviewed and approved by:
/2-U13 (HeV. U/91) MOA 25
Permit No. 9302Z6
Page 2
of Z
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 a Anchorage, Alaska 99519-6650 a Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: L5 PAZ �Ien C+C,f *( PID No.: 0S041Z80
72-013 A (1/03)'
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW930226
DESIGN ENGINEER:CONSTRUCTING ENGINEERS, INC
OWNER NAME:EAGLE RIVER VALLEY DEV
OWNER ADDRESS:P. 0. BOX 141907
ANCHORAGE, AK 99514
PARCEL ID:05047280
LEGAL DESCRIPTION: HYLEN CREST #1 BLK 2."LT
LOT SIZE: 20009 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
5
PAGE 1 OF
DATE ISSUED: 7/19/93
EXPIRATION DATE: 7/19/94
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 DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4329 OR 343-4681 AFTER BUSINESS HOURS
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
THE SAND USED IN THE FILTER LAYER MUST CONFORM T0
CONCRETE SAND. A SIEVE ANALYSIS MUST BE TAKEN 0N
USED IN THE FILTER LAYER WITH THE RESULTS OF THE
PROVIDED TO THE DEPARTMENT. , -
RECEIVED BY:
ISSUED BY:
ASTM -C-33
THE SAND
ANALYSIS
DATE: )-1/0
DATE: '111C
1
HENRY WILSON
9601 BUDDY WERNER DR.:
ANCHORAGE, AK 99516
(907) 346-2000
July 5, 1993
Constructing Engineers
Engineers, Surveyors —
Municipality of Anchorage
On -Site Services Division
PO Box 196650
Anchorage, AK, 99519
Attn: ^mith,
re: Submittal fox
Gentlemen:
P. E.
'rr_ / �h
7
//A
CHARLES A. LANDERS
HC83 BOX 192-A, MYRTLE DR.
EAGLE RIVER, AK 99577
(907) 694-9098
Septic Permit, IS B2 Hylen Crest, Unit #2
Attached are plans for a new wastewater absorption system for the
subject lot.
The subject lot has had two previous soils tests performed during
the subdivision development. Each of these tests reported ground
water, but the elevations at which we found the ground water were
significantly higher than the original soils tests. On this lot,
Lot 5, Bk 2, we found ground water in two existing test holes to
be at 2' and 4' below grade. We have consistently seen ground water
at high levels in this portion of the subdivision; consequently,
we have designed a shallow bed system which will require removing
the overburden and replacing it with imported sand to maintain the
4' vertical separation distance from the ground water elevation we
monitored at the proposed field.
Our design is based upon the location of the test hole which
measured 4' to ground water. We feel the design will meet or exceed
the vertical separation distances as shown on the design details.
The location of the second test hole site is somewhat higher; we
have found the ground water separation from the surfce to increase
as the test holes are taken downhill. This has held true for the
last 2 test holes we have worked with in the immediate vicinity to
this location. Lot 1 Block 2, just west, had water at 7' deep, Lot
1 Block 1 had water at 12.51.
Although the normal requirements for area around the test hole
require 60' diameter coverage, we are requesting approval as shown
on Drawing 93-S1-07-2 and 93-S2-07-2. This lot is restricted as to
where a system can be placed due to separation requirements for
water line and building setbacks, as well as the irregular shape
it has.
If you have any questions, please contact me at 694-9098.
Respectfully submitted,
Chuck Landers
Constructing Engineers
SITE PIAN --- A13BORPTION SYSTEM
N \ �DEVF�D06n
_c
77
�\ -7
~K \ \
5e�i.�
RZ
PETA 1l.f
Yrot�osey 3o�xgc�' 9c°'r). \
LUrkmN
i
Less' $LDG rta kmr, I llLowlarA Av-c
PL�d.i.N erv`C 5 c -r9 Av4>
11
Alto RVM 1.Ag�-i: 'PeK
/k65aRP1)0*D 5^457vw
SITE PIAN ---ABSORPTION SYSTEM
LOQ' 51 BLOCK 21 I3YLEN CREST SUB, UNIT #2
PREPARED FOR: CHUCK HYLEN 257-0158
C/O EAGLE RIVER VALLEY DEV
PO BOX 141907, ANCHORAGE, AK, 99514
SCALE: V � 100' DRAWN BY CAL
CONSTRUCTING ENGINEERS 346.2000
9601 BUDDY WERNER DR 694-9098
ANCHORAGE, AX, 99516 T-5-93
DRAWING H 93-S1-07-2
ABSORPTION SYSTEM DESIGN 'DETAILS
4115am VV,mTArN
\ ZI M)1N)M"' w/ L'� INV) iw$vtp'r,uQ VR
"�,� �_��•_—tom ',CILYC-R rA-Ml.Flew
'to OR\Gwo L. ,�yq0t;
1 If�\i�IZEvY0Er1
TO 86 kE5m6VEb AN1i
R>~PLF4cED WrT-) Imi�oRteil MAT�KIra4
i,171T QVN 5R�'D) ME�I'IN<• IS, 65', OSc CU�
00
G2,(�,N hL G12(1f'{}. IMI°JRTEYi i1`.b
0 0
17,Sb GAk
-rhm4
, w�� \Nsw,a-c, ,J
ABSORPTION AREA CALCULATIONS: 4 Bedrooms x 150c(pd/bedroom = 600 gpd
(soils rating : 0.5 gpd/sf) 600 gpd 0.5 gpd/sf = 1200 sf area
Bed design: use 301W x 401L bed (minimum) w/ 5 ea 4" perf pipes @ 6'
centers, each 34' in length.
IMPACT ON ADJACENT. LOTS: This lot is served by a public water system. The
proposed absorption system is located such that there is no adverse impact
to any adjacent lot. There are no wells, private or public, within 200' of
the proposed system.
DESIGN DETAILS --PROPOSED ABSORPTION SYSTEM
OF 44 13ED ABSORPTION SYSTEM
LOT 5, BLOCK 2, HYLEN CREST SUB, UNIT #2
�" �` °° 7
011
i PREPARED FOR: CHUCK HYLEN 257-0138
C/O EAGLE RIVER VALLEY DEV
.paR°stage 03 PO BOX 1419 0 7 , ANCHORAGE, AK, 9951
,T0"991'190 '.°°�Cif`;s NPT TO SCALE DRAWN BY CAL
#�"�q;�'" CONSTRUCTING ENGINEERS 346-2000 NAL
9601 BUDDY WERNER DR 694-9096
ANCHORAGE, AK, 99516 7-5-93
DRAWING 9 93-S2-07-2
SITE PLAN --_ ABSORPTION SYSTEM
SITE PLAN -•-ABSORPTION SYSTEM
LOT 5, BLOCK 2, HYLEN CREST :UB, UNIT #2
PREPARED FOR: CHUCR HYLEN 257-0138
C/O EAGLE RIVER VALLEY DEV
PO BOX 1.41907, ANCHORAGE, AK, 99514
SCALE: 1" = 30' DRAWN BY CAL
CONSTRUCTING ENGINEERS 346--2000
9601 BUDDY WERNER DR 694-9098
ANCHORAGE, AK, 99516 7-5-93
DRAWING N 93-S3-07-2
SOILS LOG
MUN1C IfT t1LiTVi GFN<'. 1-160 i't liGi-
j� Y d:1 [+E PMRTMI3 NT QF Pi Lp, 1_'f N AN6v R N V I R Q N M 14 N T A r.. PA 0Tr ci o O vE FlCA I.AT�OP.I
j'
C"15 L. Struat, Anohnr",,. Aluske M01 264-A726 TEST
r
SOILS LOG •-• PERCOLATION
4 1
1 i
c>ERro1MeD rOra:� DATE PERFOHNIF=D; vt ?�r I1c? �'�Z__
LEGAL pESC"""ON' _ �.-- :—__/3 ._,::.__,.._.
DEPTH SLOPE SITE PLAN
F � /
3
4
6
7
8
9
10
11
12
13
14
15
16
'17
18
19
20
COMMENTS
WT 5 1 L %
l,�aPet-U NCOUN Ef�ED�ATEFi \ L
----0
JO rf c)i/Yt Z) F HSG': I � r f
- IF YCS, AT WHAT
DEPTH?
MDTr14oP£j0--
'ry • .1.!i n�t •407/ r a xY
Robert A. 54� ,.ver
No. 14.57 E .'• .e
TYQ
ear moan �I
,
PERFORMED 13
"- '•, ",
72.008 0/70) T • _i
Reeding
pat,=
Gr OSS
Tirnr l_
Net
-time
Depth t0
II( Wuter
Nr.t
Drop
q�
tYo
i�
Y
—
Reeding
pat,=
Gr OSS
Tirnr l_
Net
-time
Depth t0
II( Wuter
Nr.t
Drop
q�
PERCOLATION RATE
TEST RUN BETWEEN
CURTirIED
PIA D t'T
DATE:
ij9Xjd .=s.-aIJ_J3d0,�d XU03d '7T c.5. cT. !,H61
/ ' _��•(minutes/inch)
..
Municipality of Anchorage
DEPARTMENI OF -iEALTH & HUMAN SEHVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOC a-• PERCOLATION TEST
PERFORMED FOR: 0-yckI,1"� 1
LEGA(_ DESCRIPTION: l^P?t3L•,IJYe�'�!_Sv`a T
Dry.
i(FIE' F)]
FEE'F)1
1 -I I
3�
4
5
6
7
8
9
10-
11 -
12
13
14
15
16 --
17
18--
19
?Q I I PERCOLATION RATE ` (minutes/inch) FERC HOLE DIAMETER
TEST RUN BETWEEN Fr AND r FT
COMMENTS -USG +z J" � _C� ?17!It� 01G�� rv1C lA�r✓ j!)9 LA Z
— -- �-c�"-�n�t�rt-_ �? _1�ino�__ i 5_• 6 r; c��o (�i ---- (, -
PERFORMED 8Y: C.OtnS. 1Y�-�TTr'E.!Lt�! ���5•-�r tr_ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008(R(v.4/85)
DATE PERFC
), Range, Section: 5>; �� �`r3 (14N Qlu)
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT/� t 0 L
DEPTH? P
S ��E
Depth to Water Aller
Minto ing? "T — Date;
Reading Date
Gross
Time
Net Time
Depth to
Water
Net
Drop
b
'/Um i),
1 ✓9'!'/v
Z-+
LFI 1
Municipality of Anchorage
• Development Services Department - � i°_
Building Safety Division.,
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519519
.6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. !� h��"% 72:-__A0 COSA# i0 !� 0 0
1. GENERAL INFORMATION Expiration Date: '3—
Complete
3—
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
HYLEN CREST #1, BLOCK 2, LOT 5
10230 SILVERTIP CIRCLE ' EAGLE RIVER, AK 99577
KEN MORHAIN Day phone 694-2259
10230 SILVERTIP CIRCLE • EAGLE RIVER, AK 99577
Day phone
PAUL BAKER w/DYNAMIC PROPERTIES Day phone 224-5474
3111 C STREET SUITE 100 • ANCHORAGE. AK 99503
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
Individual Well
❑
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
0
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 files and from my investigation and Inspection, the
on-site water supply and/or wastewater disposal system Is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179
Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date b 09
Engineer's Comments:
In conducting this evaluation, GEG, UD. attempted to provide a thorough,
conscientious engineering analysis of the system In accordance with ADEC and MOA
DSD Guidelines d 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 readilyldontitiable features. The operational life ofall wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate 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 test
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 _14— bedrooms.
Disapproved.
Conditional approval for bedrooms, with the fllowing stipulations:
Attachments:
COSA Checklisty
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By: O
(R.. IM)
... ...............
kkk (OF'�C
t Y ,
ON-SITE
WATER AND
•. WPROGRAM R;
Original Certificate Date: 3 —/a- t9
Municipality of Anchorage o
• Development Services Department _• _
Building Safety Division
On -Site Water & Wastewater Program "
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 9951M650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: HYLEN CREST #1, BLOCK 2, LOT 5 Parcel ID:Q SO - JV "7-Z- 90Q
A. WELL DATA COMMUNITY WATER
Well type If A, B, or C provide PWSID# _ Well Log (Y/N)�
Date completed
Total depth ft.
Date of test
Static water level
Well production
WATER SAMPLE
Coliform L
ug./L.
_ Sanitary seal (Y/N)_ Wires properly protected
Cased to ft. Casing height (abo ri
FROM WELL LOG AT IN TION
MI. Nitrate mg./L.
B. SEPTIC/HOLDING TANK DATA
ft.
ti•
Other bacteria-colonies/100 ml.
Date of sample: Collected by:
QUANICS AEROCELL
Tank Type/Material SEPTIC/PLASTIC
Tank size 1300 gal. I Number of Compartments E
Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO
Date of pumping NEW Pumper
Date installed 2/20/2009
Cleanouts (Y/N) YES
High water alarm (Y/N) YES
C. ABSORPTION FIELD DATA [-BELOW EXISTING GRAD
' 10/5-8/1993
Date installed 2/20/2009 Soil rating r ft'/bdrm) 0.50 2.0 System type BED/TRENCH
Length 40/40 ft. Width 30/5 ft. Gravel below pipe 0.50/0.50 ft.
' 1200/
Total depth* 4/•4.53 ft. Eff. absorption area 200 ft' 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 >= 600+ g,p,d,
Any rejuvenation treatment (past 12 me.) (Y/N & type) NO If yes, give date -
IF
D. LIFT STATION
Date Installed 2/20/2009 Size In gallons 500 Manhole/Access (YIN) YES
"Pump on" level at TIMER in. "Pump oft" level atTIMER in. High water alarm level at 46 in.
Datum BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? YES
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Sewer /septic service
areas
COMMUNITY WATER
On adjacent
On adjacent
sewer manhole/cleanout
Holding tank
Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main 10'+ Water service line 10'+ Surface water 100'+
Wells on adjacent lots 200'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main 10'+
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain 50'+ Wells on adjacent lots 200'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and!, 4 J
e
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this
date. QO f Ga ess
Engineer's Printe Name JEFFREY A. GARNESS QOM CEr7 53 •' `FO
3 6 0
3/b�'
9
Date p.,.. _ _ _:,.eon o
COSA Fee S 9,5-0 Ot Waiver Fee S
Date of Payment "3— — 0 1 Date of Payment
Receipt Number D Receipt Number
(Rev. 11/05)
11:52 FROM:
e -x_7
r�y�9 i96�Ge7/.�1�sllay -
ASBUILT• -
6940830
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
FOLLOWING DESCRIBED PROPERTY,
vYIlf-1vEf7Sr/��o/w'?� I LOTS, dY.el Z
AND THAT NO ENCR& CHMENTS EXIST EXCEPT AS
INDICATED. IT IS THE RESPONSIBILITY OF THE
OWNER TO DETERMINE THE 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
OFFENCE LINES, OR FOR ESTABLISHING BOUND-
ARY LINES.
70:3383246
P.1
SEWARD & ASSOCIATES LAND SURVEYING 69
TOF At \•
DATE= A` '
/� �d 9f ice: ••TM �`./
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Seq`Y
DRAWN
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
AND tlesl4f D;r Aad
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
12 Day of Axe-re4 of 20 09. by and between Weslc{ 0; r 4 cl ,
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 WASTEWATERTREATMENT SYSTEMS. Municipality
grants pcmtission to Owner to utilize and operate an Advanced Wastewater
Treatment System (AW WTS), described as6u a n iC S Acrot e I I located
at R en Cte s 4" * I A A L. 5 , Anchorage, Alaska.
2. Definitions.
A. Alteration. Any change to the design or function of an AWVITS 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 AW WTS 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 Onsite 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 AWR'TS that were included in
the original design which would allow the AW WTS to continue to
perform as designed.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permit as del -coed by AMC 15.65.
F. Permit (Openting) An Advanced Wastewater Treatment System
Operating Permit An annual permit, issued by the Municipality, that
allows the Owner to operate an AW)h7S, 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
(S 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. jerm. The team of this Memorandum of Understanding shall be for the life of the
AWWTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AW WTS 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 Fouipment. Owner agrees
not to make any alterations, removal of parts or additions to the AW WTS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AW WTS 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 AW WTS.
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 AW WTS 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 AW WTS
Operating Permit is: Tt AJ ; C L Q'I V e ar
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
A W WT'S 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
AW WTS 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 AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AW WTS.
7. Nonwaive . 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.
B. 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: 1.1 /f N 0;' A oc
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. Severability. 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: MUNICIPALITY;
By: Vesle C9;s)�c�Ot By:
Title:
Date: 3//2-/017 Date:
STATE OF ALASKA )
)as.
THIRD JUDICIAL DISTRICT )
The Foregoing instrument was acknowledged before me this 2 day of ZLdeJ,,
20 ,by 1//1t1rJ. nl'cfad
NOTARY PUBLIC FOR ALASKA
MyCommissionexpires:
STATE OF ALASKA
NOTARY PUBLIC
Catherine Rohan Smith
WCamrkskm E,*NJa IM2010