HomeMy WebLinkAboutPARADISE VALLEY BLK 2 LT 8Paradise Volley
Block 2
Lot 8
#020-424-13
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
hftp://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP251109
Work Type: Septic Upgrade
Tax Code Number: 02042413000
Site Legal Address: PARADISE VALLEY BLK 2 LT 8 G:3538
Site Mailing Address: 5927 GREECE DR, Anchorage
Owner: SHUMAR REVOCABLE TRUST
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
L)eI)artIn 11t
5/12/2025
5/12/2026
29897
Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
3
Received By: C) Date:
Issued By: Date: h �' —C �~
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 020-424-13 e- /0
Property owner(s) SHUMAR REVOCABLE TRUST ;ARM SEPTIC SERVICES Day phone 907-688-9433
Mailing address
5927 GREECE DRIVE, ANCHORAGE, AK
Site address 5927 GREECE DRIVE, ANCHORAGE, AK
Legal description
PARADISE VALLEY; BLOCK 2, LOT 8
Number of Bedrooms 3
Engineering Firm GARNESS ENGINEERING GROUP, LTD.
Building Permit Number
Not Applicable [EW
APPLICATION IS FOR: APPLICATION IS AN:
(Z all that apply)
Absorption Field
M Initial ❑
Septic Tank
El Upgrade
Holding Tank
❑ Renewal ❑
Privy
❑
Well
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
DRAINFIELD TO SLOPE GREATER THAN 25%
Permit/Rush Fees: Waiver Fees:
Date of Payment: Date of Payment:
Permit No. 0�P2�/09 Waiver No.
Distance: 01
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251109, Curtis Townsend, 05/12/25
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251109, Curtis Townsend, 05/12/25
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251109, Curtis Townsend, 05/12/25
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251109, Curtis Townsend, 05/12/25
40
46"
it
40
74
Ai
Municipality of Anchorage
-. Development Services Department '. .
Building Safety Division
On -Site Water 8 Wastewater Program, 4700 South Bragaw St.
,
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.sk.us (907) 343-7904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: G o 2 �
PID Number: �0= Y2 y- l 3
Name:
BILL WILCO
Wastewater System: ■New ❑Upgrade
Address:
16701 RANSOM RIDGE a ANCHORAGE, AK
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 242-5443 3
■ 0eep Trench ClShollow Trench ClBed ClMound 0Other
LEGAL DESCRIPTION
Sse Raane:
2.0
Tota ppU f om pldina pour.
Gn/se. rL
SEE DWG. rL
Block: Lot: Subd.vision:
2 8 PARADISE VALLEY
Depth b pips bonom ft n eNpina Wade:
SEE DWG.
Cn.a wpth bsneoth pipe:
5.73
n rt
Township: Range: Section:
FIN added aea+ "Incl paw:
Cava lwqu:
_ — —
SEE DWG. re
25 pt
WELL: ■ New ❑ Upgrade
Croe.t eWU:
2.5
tAaaep a Fee:
1
Petanee wb..n Ones:
—
R
R
Cls.( bon (emote, Ae.CT
Tota Depth:
Cased To:
Total abowptko pea:
Rpe owte.bl:
PRIVATE
190 n.
190 rL
286.5 so. Ft
D 3034/ F-810
t>.wr
HEFTY DRILLING
Dote Daew.
9/13/2006
staba.aty L. :
93
WILCO CONTRACTING
Me MetoN09/1/2006
rt.
nad.
Ramp set M K"ht
_., Coane Nht Asp,. C~d:
TANK
15
UNKNOWN rL 2 n
SEPARATION
DISTANCES
■Septic 0Holding 0S.T.E.P. 0Other
From To
Septic"
Tank
Absorption
Field
Lift
fStation
Holding
Tank
Public/Private
sewer
ser ones
Nasaactpe .
ANCHORAGE TANK
cepeaty N dobe!:
1000
Well
100'+
100'+
—
—
25'+
a : STEEL
Nurnb.r a epnpo,Nrrite:
2
Surface water
100'+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
•1'
—
—
—
Sin N qa a ,:
Yonofo ..
500
NORWESCO
Foundation
5'+
10'+
—
—
—
anM.a
at
of level ol:
Hph Mer Gann at,
"TIMER"
"TIMER"
46"
Curtain Drain
NO KNOWN
P' V Yoe' • uoaa'
asctdca lnepecbone penem,b br:
/P -13T
M.O.A.
Remarks: •WR#060047
BENCH MARK
tawtwn and Descrlpbon:
THIS IS A SCAT AEROCELL TREATMENT UNIT.
TOP OF TELEPHONE PEDESTAL
aeaa.a E«a ; 100.00
R
r'/+
GLV Ltd.
Inspections performed by: r Dates: 1st _8/28/2006
ENGINEERS SEAL
2nd 8/29/2006
000Q000p�0
0!
3rd 9/1/2006
`-*A
Development Services Department Approval
p e? 4 •, , VD
p................ ..........
Reviewed and approved by: Date:
• ••• • ..........p
i •, f ey A. arness- a0
QO�� CE -79$3
Reviewed and approved by: � Date
4fv, 1101-q't.A�
4�0oprofe
/
esio(ON
040�oo�c
PCRMITNUMBER: AS -BUILT DRAWING PARCEL ID NUMBER:
SWO _
SW060279 020-424-13
STI
38.0
1 40.4
1 33.5
ST2
42.1
45.9
34.8
DBL1
48.1
50.4
37.6
DBL2
47.1
51.5
38.3
SP
37.7
46.5
23.0
MH1
49.1
54.0
39.7
MH2
40.9
48.4
27.5
MM3
40.2
47.3
25.6
C01
43.6
50.8
31.2
MTI
36.5
46.4
19.9
1 \
I \
I 1
I I
I
I
If
I
TOP OF
/CUTBANK
4' INSULATION
:.
THI
ALTERNATE SITE \ O
\oe \
0
mmwltu
DOUBLE
CLEINOU;
NEW 1000 GALLON
SEPTIC TANK
DRAINFIELD
-NEW SCAT
AEROCELL UNIT
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS R GENERAL CONTRACTORS •••••• ••......
JAI C T.AM M]U. 11lI[ 101 • NICMpUC[ M1 p]Ol • M (901)"?) jn • FM (YO)111NtN • A . wapnrwny�wp,u.n O
PREPARED FOR: PHONE NUMBER: PACE NUMBER: ....
BILL WILCO 242-5443 2 OF 3 OO J r A. Orness.:
LEGAL DESCRIPTION: DRAWN BY: Q01. ' E-79530
PARADISE VALLEY SUBDIVISION; LOT 8, BLOCK 2 B.F.M. 6 ee�e ' •.{LI13 00
TYPE OF WORK: DATE: 4Q4OOOp��y�O�ao
AS -BUILT FOR NEW SEPTIC SYSTEM 11/13/2006
PERMIT NUMBER:
SW060279
_
AS -BUILT DRAWING
PARCEL IO NUMBER:
020-424-13
INSULATION
NAL GRADE . 96.90+ TOP OF MANHOLE
STI ST2
• 99.36 /—TRICKLING
TOP OF TANK
TOP OF TANK
FILTER
AT INLET .92.40
AT OUTLET . 92.40
FLOATS
NEW 1000 GALLON
INVERT OF BUNG
AT INLET . 91.96
SEPTIC TANK INVERT of BUNG
AT OUTLET . 91.64
INVERT OF BUNG / �j/
AT OUTLET . 91.48
300 GALLON
NORWESCO
UFT STATION
ORIGINAL GRADE 1T FINAL GRADE . 99.14-99.36
. 98.16 O
HIGHEST POINT
FILTER FABRIC
INVERT OF PIPE
. 93.89 (AVC.)
BOTTOM OF
TRENCH .
88.16 (AVG.)
RELATIVE ELEVATION OF BOTTOM
v OF TEST HOLE . 82.16 (NO H20)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3"1 C TIp011 11010. M[ 101 . AMtlg0.1LL A4 K!0) NSI( . )Alt (M)IS.MN)N PLIC w..
p�l.O.em
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
BILL WILCO 242-5443 3 OF 3
LEGAL DESCRIPTION: DRAWN BY:
PARADISE VALLEY; LOT 8. BLOCK 2 B.F.M.
TYPE OF WORK: DATE:
PROFILE DRAWING FOR NEW SEPTIC SYSTEM 11/13/2(
IR— 1,.,
` � JriMlir�-,
Warr Wrfi DrliTing aru(Punq`
;Snriiornrlr, %!I SQ 007) 44c-0%9,
Nov. 12 2006 07:26AM P1
Well Log
Drilling waned 9911.2Q4.601inplcied.0.9-13 12C!C6
City.9oruugh: I Subdivision: nLOC1: I.OT Property 01%lNr \nmcA Address:Wileo Contracting
chorage Paradise Valley 1 2 8 16701 Ransom Ridge Site:5927 Greece Drive
Anchnrnnn Atr ClocM i
Meridian l m,nship
Rung.:
. Section._.
BOREHOLE DATA=frorn top of casingpepth
Drilling method: (X) .Air rotary. ( ) Cable tool. Other
Malarial: Type. Color & wamcss
Fr +rim JQ
Nell Dec: ( ) I'ubGc supply, (X) Ikrnuaic. Other— _
-
stickup
0 2
Depth of hole: __19Q_ I). Casing stickup: __,9 ft
Casing type:$tG¢I_ _ _ Mckncas:,_.250 inches
sand $ gravel
2 15
Cbsingeliamctcr. 6_ inches- C'axingdcpth:_ 19_0fr
Lincr type: - -. Diameter. �_ _inchcv Depth: tl
silty clay w/ rocks
15 25
Static slater (from cop oreasinz): 93 fi onW i l :2006
Pumping Icvel &yield: _ rout utter... hours at __ gpm
Recovery rate: 15 g pm. Method oftcstinc: airlift
silty sand w/ rocks 25 98
Dcsclopmenrmcthod: airlift Duration: 1 hour I
fine gravel w/ silt
98 122
Wall intake opcnii,g rspc: (X) Open end. I ) Open hole. Other M_
Screened: Smrr.. - It. Stopped
silty clay
122 185
Screen type: - _.._ Son mesh size:
Pcrfuratal; Stan: - III. Stopped: __ R
gravel w/ H2O
185 190
Start: ti Stopped R
Notc:............................................................................................
Grout type: _ t0 ife_ Volume
Depth: from ground surface . to
Pump intake depth: _ A
Pump sill: ,-.. hp. Brand name: +
Was well disinfected upon completion'! (X)1'cti. 1 ) Ku
Method of disinfcction:Calclum.H hlorite...Chlofine....
Driller conuricnts%disciaintcn:............._..............._...............:...__.....
... ............_.......................................................... _.... .........
•
Wall driller name:. Ct in Hpftv
Company natrm:... Hefty_Drilling,..lnc.
Mailing address:... � 0 Akufa Dr.
mor........ .........
city- rage Statmgl�zip 99516 ry
Phone number: ( 90 ) _ 345 _ 59 fa)C3454700
Drilkn aiEnaNfC:La
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Section
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.orglonsite
(907) 343-7904
Attention: Property owner shallWovide' a w
DSD within 60 days of well completion.
Permit Number. SWO60279
Data of Issuc: A 1g00.G_
ParcelldemifitationNumbcr.��� 4 4-13
6 well located at approved permit location" ( X) Vex or
log to the
)No
■'RR
PHONE No. Jun. 20 2007 09:46AM P1
Lamp installation Inn
AVOWC&SWG orouMo
LCCAIT��.r� ,5� vli LTa
bATr: U 1, 0 -
Pitless Adapter 1f2=422--;arer'n Name: if ell S2 -lox
Pitiess Adapter dastaMr:
WCM me Fran Tu r+
well was disinfected upon completion.
method: calcium hypochlorite.
,r,
L�v12..r
�'VRiEY �NEC�Ld�trr�Li'r7ir� JEYVIGE .
`_ ticlioYR E, _Cas fza
(907) 34-5-0393
YAK[ (+R� '
_ ---
M�_ I'� SC�CIv -1�u
SMAL
r. P�w___9 6 I U
3
it
DRO' TTS- TV.
pr
ConSUM
'2
raMCR CA9LE T,yw �Q/„ a Sua
I� t+/ ijMn`
WtWtb,
►I
EIE'MCAL: Vdts Z 40
- -
r'ATM UM To. LI/ •.C'// /l�y�l
_
SI. 14/7( jol y.y
WELL usMc Mi,.
t1+o. Tp��pZ°
CASFn MaE Fran L To
_ �YJGh Pte„
MTMM STRMUW- T,o.-----------------
WCM me Fran Tu r+
well was disinfected upon completion.
method: calcium hypochlorite.
,r,
L�v12..r
�'VRiEY �NEC�Ld�trr�Li'r7ir� JEYVIGE .
`_ ticlioYR E, _Cas fza
(907) 34-5-0393
NAME: Andy/Greg PERMIT#: C6-0942
i
COMPANY: Hughes Electric INSPECT DATE: 6/7/2007
PHONE #: • 775-3333 PHONE #: 376-6097 PHONE 0: 775-3352
ADDRESS: $927 GREECE OR
LOT B6LOCK2'.'.-..:'SUB DIVISION: PARADISE VALLEY. GRID V: SW3538
COMMENTS or DIRECTIONS
TYPE .OF INSPECTIONW, : • .
Final Eloaricsl ' :
COMMENTS: (FOR INSPECTOR USE ONLY)
. t
I
i
I
��a� \'0��•tl
�PHONE NO.
Jun. 13 2007 03:43AM P1
From ApplledMicrosystems
Wed OG 3un 2_007 1205j02 Pk AKDT
Page 1 of 1
MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION
4700 SOUTH BRAGAW
-INSPECTION INFORMATION & HELP: 343-7962
INSPECTION: VOICE 343-6300
` INSPECTION: FAX (907)240-7777 www.muni.orgrBSD/Inspeclicns.cfm,
�r
„•
NAME: Andy/Greg PERMIT#: C6-0942
i
COMPANY: Hughes Electric INSPECT DATE: 6/7/2007
PHONE #: • 775-3333 PHONE #: 376-6097 PHONE 0: 775-3352
ADDRESS: $927 GREECE OR
LOT B6LOCK2'.'.-..:'SUB DIVISION: PARADISE VALLEY. GRID V: SW3538
COMMENTS or DIRECTIONS
TYPE .OF INSPECTIONW, : • .
Final Eloaricsl ' :
COMMENTS: (FOR INSPECTOR USE ONLY)
. t
I
i
I
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT
Initial
Permit Number: SW060279
Legal Description: PARADISE VALLEY BLOCK 2 LOT 8
Design Engineer: 0855 GARNESS ENGINEERING GROUF
Owner Name: WILCO CONTRACTING
Owner Address: 16701 RANSOM RIDGE
ANCHORAGE. AK 99508 -
Date Issued:
Expiration Date:
Parcel ID: 020324-13
Site Address: 5927 GREECE DRIVE
24, 2006
24.2007
Lot Size: 29897 SO. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit Is for the construction of: I
❑✓ Disposal Field ❑✓ Septic Tank Holding Tank
❑ g ❑Privy Q 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 ( 18AAC80 ).
3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by catling)
(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. I
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
Date:
Date: ov
I
Municipality of Anchorage
P.O. IkIN HUM - Anchom9c, Alnshn 916519-0(8.80 - Tdcphonc 0)7):543-9901 - rox (1X)7) 33:3-8,."(X)
4700 Bmpw Siwct - Anchurngc, Alaxkn !X6507
Mayor Mark Begich avv'.muni.org
I3ullt11n9 Safcty M ision
August 24, 2006
Jeffrey Garness, P.E.
Garness Engineering Group
3701 E. Tudor Road, Suite 101
Anchorage, AK 99507
Subject: Waiver Request for Paradise Valley, Block 2 Lot 8
Waiver Request WR#: 060047
Parcel ID # 020424-13
SW060279
Dear Jeffrey Garness, P.E.:
Your request for a waiver of the required 10 feet horizontal separation from the
absorption field to the property line has been approved. The approved separation
distance is 1.0 foot.
This waiver approval applies to the existing absorption field to property line 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,
.�' Gl%1�,�,
Deb Wockenfuss
Civil Engineer
On -Site Water & Wastewater Program
Coil? In Security, Prosperity
Municipality of Anchorage
Development Services Department
• +r Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519.6650
www.ci.anchoragc.ak.us
(907)343-7904
Waiver Review Worksheet
WR#:060047 PID#: 02042413 HA/Permit# SW060279
Date Received: August 24, 2006
Legal Description: Paradise Valley, Block 2 Lot 8
Engineer.
Jeffrey Garness, P.E.
Garness Engineering Group
3701 E. Tudor Road, Suite 101
Anchorage, AK 99507
Applicant: Wilco Contracting
Waiver Requested: Lot Line
Criteria: Geology
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
Total:
Waiver is Granted: X Waiver Is not Granted:
List Conditions or Reasons for above:
Points:
Date: 8124106 By: Deb Wockenfuss
Name of Reviewer
..........................................................................
Rec#: 95066 Amount: $17¢ Date Paid: 8124/2006
Municipality of Anchorage
Development Services Department
J�
j Building Safety Division
Onsite Water & Wastewater Program
4700 Bragaw St.
P.O. Box 196650
Anchorage, AK 99519-6650
www.cf.anchorage.sk.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I D- I)Oh6 - ` aq— /3
Property owner(s) WILCO CONTRACTING Day phone 242-9863
Mailing address 16701 RANSOM RIDGE a ANCHORAGE. AK
Site address Jfgo7 -� 6 ,P�n_E-,ei 1/E Zip Code 99508
Legal description (Sub'd, Block & Lot) PARADISE VALLEY SUBDIVISION: LOT 8. BLOCK 2.
Legal description (Township, Section & Range) N/A
Lot Size&'q - gq� Sq. Ft. Number of Bedrooms 3
THIS APPLICATION IS FOR ( gall that apply):
Absorption Field
g
Septic Tank
g
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
THIS APPLICATION IS AN:
Initial
g
Upgrade
❑
Renewal
❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd. I
Permit/Rush Fees: 0
Date of Payment: - S
Receipt Number.
(Rev. 11/05)
q5z fo &
Waiver Fees: lIS-
�
Date of Payment: y/1 7 -
Receipt Number.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
July 16, 2006
Municipality of Anchorage
Development Service Department
On -Site Water& Wastewater Program
4700 South Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Proposed Well and Septic System for Paradise Valley Subdivision, Lot 8, Block 2,
To whom it may concern:
The proposed 3 bedroom house will be served by a private well and septic system. We are proposing to install
a new 1000 gallon septic tank, a 500 gallon lift station, a SCAT aerocell treatment unit and a deep trench type
drainfield. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot
radii of these test holes. A waiver was issued to 100 feet from the class "C" well on Lot 7, Block 2, to the
proposed septic system by ADEC on 10/21/03. 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.
i
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic systema
4. TOPOGRAPIIY: As can be seen on the attached topography site plan the area around the proposed
drainfield is a 17+/- percent slope running aproximatelly southeast to northwest. Attached is a detail drawing
showing the slope in relation to a 3 foot cutbank along the edge of the proposed driveway. According to our
drawing a waiver is not needed to this cutbank. I
I
5. LOT LINE WAIVER: We request a 1 foot lot line waiver from the southeast lot line to the proposed
septic system We are unaware of any adverse impact with the granting of this waiver.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If
you have any questions, please contact us at 337-6179. Thank you for your assistance.
M.S.
NOTE: Attached is a site plan drawing, a design drawing, two soil logs, which are all part of the design
package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 "Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamessengincering.com
A \�
10
�/St
L
$*9F' b• / / / lS,�ry' \ \ \ PROPOSED
DOM
HOUSE
c". I
AR
\� \RHf2
1 �l
ROPOSED SEPTIC
�1, +• \ \ SYSTEM (SEE DESIGN
\Iy PACE 2 OF S) O
0 �
CTS
/ � I
\ \AREAS /��• '\'Q,n \4.�!"0�. / /
<
\ \ CSEPTIC
\ AREA
1 11
GARNESS ENGINEERING GROUP, Ltd. v,
CONSULTANTS b GENERAL CONTRACTORS
�........ .. . ... . ...........
JTDI C 1lO°I llOb, 1111[ 101 M1b100AGF. w 1H01 . /.101[ U)-117♦ . fwr b -]tM . �]R[: �. .pan
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ..... I .... ...
BILL WILCO 242-5443 1 OF 5 QQ If rey rness:
LEGAL DESCRIPTION: DRAWN BY: OO° CE -79T3 :0
3 F
PARADISE VALLEY SUBDIVISION; LOT 8. BLOCK 2. C.J.G./db' oAo
TYPE OF WORK: DATE: 4�o4pO4p0oOao
SITE PLAN FOR PROPOSED SEPTIC SYSTEM UPGRADE 8/16/2006
OF BEDROOMS: 3
PER DAY (CPD): 450
.TON RATE/S: 6.6 TO 21.8 MIN./INCH
D APPLICATION RATE: 2.0 (SCAT UNIT
DRAINFIELD SO.FT.: 225
MAXIMUM DEPTH: 10 FEET
WIDTH: 2.5 FEET
LENGTH: 25 FEET
EFFECTIVE: 5 FEET
INSTAW DOUBLE
CLEANO fFS-
\ CLEANOUTS \
P(207SED 500 GALLON
P MIER PLASTIC UFT
ST ON WITH SCAT
PUMP AND CONTROLS
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
J NOTES I
1. THE CONTRACTOR SHALL HAVE ALL 100 FOOT WELL
RADII FLAGGED AND THE SOUTHEAST LOT UNE BY A
REGISTERED LAND SURVEYOR PRIOR TO CONTRUCTION.
2. THE CONTRACTOR SHALL NOT MAKE'A CUTBANK
HIGHER THAN 3 FEET ON THE UPHILL SIDE OF THE
PROPOSED DRIVEWAY. THIS CUTBANK MUST BE 20+
FEET FROM THE ALTERNATE SITE AND 35+ FEET FROM
;.'• �'•• THE PRIMARY SITE.
TOP OF
''•" :'v' J BfpPoSEO y CUTRANK
. � t ,• �� MOS f00y
110,
PROPOSED 1000
TM12 —
• ` ` CO o // TH1CO
00 /
/ GALLON SEPTIC TANK
/ ALTERNATE SITE
i
i
/ � I
1' LOT UNE
WAIVER REQUEST
\ NEW DRAINFlEL)
PROPOSED SCAT
AEROCELL UNIT
p000.OQ�
�O
G_ OF
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 6 GENERAL CONTRACTORS
]NI E TDM ALA 11= 101 • AMOIM,wac m MY ("r'sm-nQ . gS11E w..ow,�rWyNy.w,
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
BILL WILCO 242-5443 2 OF 5
LEGAL DESCRIPTION: DRAWN BY:
PARADISE VALLEY SUBDIVISION; LOT 8, BLOCK 2, 1 C.J.G.
OF WORK: DATE:
DESIGN FOR PROPOSED WELL AND SEPTIC SYSTEM 1 8/16/2006
•, a re Car ess:
.4.
E, , i�
�00004pp
:O
P<• P°? 040 m � i �
t
0 : E %COQ g
it
s0 o 1
LL-: N
Li
9b 20 to
o
co
�� ' �Sa j t •' a4o K a o a ; I O �
t
Q
ee0. .g
(� dam^
e N.
2-9
N.
z5ppyypyy' j �` yi cow
ci
=W�
Y
W Z u
Q
N
moo„
>" H 1--• Z o v
LLJ Q VQ dy N16 2�Wy
QWYa N + XaN
W U U
a
U N N
�0�� _�
� < CL
W C7 C7 Z
UZ Z
z P 3
>Ugco Q_w
V) =)> w
Q U > w
W Z Z d Z
og - o
U d d
�0000ppp�
LL-
CN
OO U S Ion
Ep
X04 •S.� Rao � a � a +$ �
4
i
zal
Q!y'
w"p I
M
�uf T
W
N
}
Lair
ww
N�JN Z
N
�mZ2Q
$
~ W '-J Q N
WUVN
�crM O
OQ a' .�.� b
0
UZ ZC NVW =r £<
zf-f„O W kW� s< J =g
to z
Ld
V) L)
3 W WZ
Q U u
W �o rcii n�
W ZO ti� 'IFSGY I ' Jr
g mo
wsy i
n CL ��
Y
GARNESS ENGINEERING GROUP, Ltd. pp�:
CONSULTANTS d GENERAL CONTRACTORS R
NIC 1lIDp1 IIOIO, YII[ 101 . IIi11011k(. Mf .YSC) � FI01( ()O7N])y l)♦ . IAY ()O1)))/�i}M • .gy1C w�.pm,ripM�Yyaw � •I • • • • • •'
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
BILL WILCO 242-5443 5 OF 5 Q P fire arness.:
LEGAL DESCR�PnON: DRAWN BY: Q CE -7 53 .`G
PARADISE VALLEY SUBDIVISION; LOT 8, BLOCK 2, C.J.G. Q �ee'Qi/16�'•''�co
TYPE OF WORK: DATE. �0o4pO�0p0000
DETAIL OF SLOPE INFORMATION 8/16/2006
1
1
6y 1
O /
� 9
r m:
55 • f Q _. 8 . b ...S
AREA <�.•, I
,1. i
.R `:ry ti• I
rR �o I
4 l/ q, nCAN1 .
qTA
V ^`
AR
4- `m
IL
EP J ( f
AR
U
2
)18 4
e� 11 I4
2,00'
JAwN,1b� •`�N0ISS3 Oyd
\ � • "'fir a UIV I '• .
101 A CNtl d0 A p.... • NF fp0)IS] 6qp Fn ro0 1JJM 1Ge ��1 II J p jam.
'REP tE R PRO NU E ' �t.;LI N NtlL \,
W� C� ON RA aTIN 1 42 4 1 OF 5
EGAL ES¢¢Riff N: 11 II r
PAADIS vi S//, ; O� $! 13�OCK/
SWPN� N 6RIPR, PdSE IWhL ANDS TI� SY EM
TIME
I
l'F
t
(INCHES)
o � . f ' gsOp
ALASKA
T r
WATER & WASTE,
, LR
CONSULTANTS, INC.
�: 9 Y�oOO
660
•
B • AK. SW • W AC 90 • W.�o•m
...... .. .. . ......:
3
5:06
SOIL LUU — PERCOLATION TEST
6•
LECAL
DESCRIPTION: PARADISE VALLEY SUBDMSON: LOT 8, BLOCK 2
OO 9 e fr A. rness. 0
PERFORMED
30
FOR: PON VANDLER C/o BOB CAMPBELL w/ DYNAMIC PROP DATE: 3/10/03
0 8 '• I7953 eQ
ppp'� ''
__
5:36
a •......••' A�8o4
("TM
===-
—ORGANICS TEST HOLE-T114��40000���40
6
t
30
4 5 8"
I
2
SOIL CLASSIFICATIONS
_
-:vI GWORG
3
s`. GP ML /
\
GM CL
4
GC OL
• •°• o SW MH 1
j
5
•• •�• SP CH I
1
I
SM i OH IrsEPnc \
1
6
SC L�AR� \
/
7
DEPTH TO
GROUNDWATER DATE
i
8
SM TO ML DRY 3/10/2003 Cpm—
11/2�,�
W/SOME DRY 3/17/2003
9
GRAVEL o
/
—
SITE PLAN
/
10
\ 1".100'
11
DATE READING CLOCK NET TIME
WATER LEVEL NET DROP
12
3/11/2003 1 4:33 —
6• _
13
14
15
16
B.O.11.
17
18
19
PERCOLATION RATE 21.8 (MIN./INCH) PERC. HOLE DIA. I6 (INCHES)
TEST RUN BETWEEN 5.0 FT. AND 5.5
FT.
20
A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED
BY: JODY MAUS PERCOLATION TEST PERFORMED BY:
MATT FlSHER
COMMENTS:
BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS AS ERFORMED IN ACCORDANCE
PERFORMED
WITH ALL
STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1
TIME
(MINUTES)
READING
(INCHES)
2
5:03
30
4 5 8"
1 3 8"
3
5:06
—
6•
_
4
5:36
30
4 5 8"
1 3 8"
5
5:36
—
6•
_
6
6:06
30
4 5 8"
1 3 8"
ALASKA NVA ER & WASTE NVATKR
LEGAL DESCRIPTION: PARADISE VALLEY SUBDMSON: LOT S. BLOCK 2
PERFORMED FOR: RON WINDLER c/o BOB CAMPBELL DATE: 3/10/03
DEPT
(feet ORGANICS ITEST HOLE 2
TO ML
/SOME
RAVEL
r 1-if2w,
IBM
DATE
DRY
3/10/2003
tma..
3/17/2003
�
-
ulllllll
1
I
E1119I
I
�
'C;
viii.
4 1/2*
3
5:02
—
MUIR
•
�1�
THIII
30
IIIIIIIII
4 1/2*
5
j l SITE PLAN
—
10-100,
_
�IIi11111
6:03
30
17'.��
•
DEPTH TO
GROUNDWATER
DATE
DRY
3/10/2003
DRY
3/17/2003
�
-
I
I
1
I
DATE READING
PERCOLATION
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3/11/2003 1
�
-
I
I
1
I
1
I
�
'C;
1_11/2"
4 1/2*
3
5:02
—
6-
4
THIII
30
1 1/2" 1
4 1/2*
5
j l SITE PLAN
—
10-100,
DATE READING
PERCOLATION
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3/11/2003 1
4:31
-
6.
—
2
5:01
30
1_11/2"
4 1/2*
3
5:02
—
6-
4
5:32
30
1 1/2" 1
4 1/2*
5
5:33
—
6.
_
6
6:03
30
1 1/2-
4 1/2 -
2"
PERCOLATION RATE 6.6 (MIN./INCH) PERC. HOLE DIA. 16 (INCHES)
TEST RUN BETWEEN 5.0 FT. AND 5.5 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: MATT FISHER
COMMENTS: I
PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W/9ERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: .?/(6903
FROM : DVNAWC DLIO FW W. : 907 249 7038
PJG•1e-2326 MOO= FROMS:LL t: F1S 34619:6
reraarua au: it I+U^��9LYY`e0� DUC Of"
DEPT. OF ENTMONMENTAL CONSERVATION
D1VMO.N OF FN'VIAONWM4TAL HEALTH
DRDJMG wAT)M "D WASTSWATER PROGRAM
Dabber 21, 2003
MioheelAnderwaWl.
D du AI
240773
Ate WW Alub 00324.0773
i
Auo, 1z 20OG 05:14PM Pe
'D:2�P.703^o P.7�.0
1
, ®OOti00t ,
PPAAIR K W WXOlidlf✓, OOVOWOR
553 60RWVA
ANCHOItAM A= eD50:
i 7o"9:w Ma--IS
ktVd/wwacaoaJatv/dsd
i
Ric
Lot 1.8lock ZParadwa YalLy 6hdhdividm-lapasatbn D tamcc O:alver Bataan in
AboatPdaa System �ADBC Ptojw.03 S6 daRerotedOa lee Wurrewr 6011,
Mu*.AAdewon:
Tile Deputsaet hu &ala ssviaWad the sajteserN p4n; I" ni7ft%+4 jeoualsotado o ;
wbmfnad fvr a sgsrs ion disomae %elver between on auU&S elm C coulee wel: co Iot 7,
ltl"k4,PgedlpValley SubdWaI nadsprepeeedAdvaataltksa'santsystem sadsa
abaorpdm rAtma oa Lo: t of this tams bloat and a"4da,
On Saptacder 1, lffll, the dovrtopmtat bwL*d a later &ptovh,3 t tedaad tepuuion dwtseae
for thla hvelopttane. Hewwer, whoa that dedpt wes mbaegaeatyr oebrJnr,1 to the
Waiatpallt,y of AaehOMM the "and tlhstoom field wet tegttrad be waived.
Any Arms modCicadoaa m the AAAD witulue K lymm boat ae 10t0 haat bo sppmvid by
tm
Mix daparmt pdw to toaldrtf the moftaadom.
Ybur tegaaets for weivats between the hdass C p%Mk wet s1•iten and the =40t wusrww lr
eytr M tdonp with a a iav of to sell lops, coil Otpotb. eseeent stir eeelple taselq aa!! the
pian drawinp hat teles pine. Bsud oa the jeormadoe t Wusd, tt jppean cbe wsive5
ragneeu are protadw of ptiblio hetdth, dtewtefa, In aeeotdasa ritlt rho gods Ddaidnt �p;'aur
kWA94iaae (I I AAC 111010), the foaeMM wtivep e» plated,
• 71a tepeo6ae distance between the eiafe C pw,bla e+ettr sell board ea Loc 7,
Blatt 2. Phuadia Valley 9ab4dston and the two�snpat>mmt tint and the
os �pm�and et SC C tywetwed m 150 AM to 00 � oa la !, thu tomo block and
• The tap"W ad ristsnee beiwham the class c pubo war wall Joeslad cc Lot',
It tack tearedies Valley Subdtv(sJea and da deep Dema type eat abscrptlea tyttam
on la 1. this same block sell eobdivltice hes bean welved from 130 feat to 114 Lea
7'ha dtatanen Potad in dr welvazs ate hmrhyottt aabmleW. E Appease than these dSt:aDat` ue
from the rwecaet edea of e= wavAmsta dlevoW eyttem evmpgowcw du sonic `dew o; she
rledni G.ae C puL11e wear eyet.•s sella IF any Weebveter diepete: rytenn falls sr
' ; I
FROM : DYNFM:C DUO FAu NO. : 907? 249 7038 Au3. is 2000 05:i14PM P9
nX-1�-a^^."d5 O�.B]? F -a Bei E`PIE 3133??16 '.Oi_407=3 F.8'13
i
i
V V• � I
� I
tonumiaetioe ecce be traced back to the syttes, dA welvars wt11 be tnva]jd end a paw reviav, of
tbb developMent wal he rqu W.
M" approval is ooatwjwt upon your mulpt OfW4 other 1140, ftd" of local a.-�oflu4ont
mbtch ua required for ytrm ptgject You w required to obteia dl odor cwutw �rltht:r�La u net
before pwwdtet wrth your ptojrt. You as Wletd that It dds /evelopmea4 wIIt re�dr0
pkeini Atl in wettaods of woAdag fit t atreaoe t!ver or ]alta, peaaite hom the U.B. Awry Oorps
of ftyirwa and The Alatka Depammet of pt .. and Gama be sequined. A Coastrl Ojuw
Qoessti nctim will help You idta" owpaccdu and approvals that fuy be nequimi foryots
ro
Aay Fin who disop t with chit deeia{oe may towit an adjudi"tery hearing is we4wad
witb 11 MC 33.105- It AAC 17.340 or as Wmumal tevlaw by the btvbiwl Director h't t
tecotdooee rS� t I AAC 13.113. tnfinad nrlew regreetr trrtt fs• tldivacsd to Oce Divides
Mower, 33.1 Cordova St, Anehete0e, /lofts !9301, whbdn 13 drys of du pt=4 dedtion.
Adjudicstury hou{ty regaaeq salt be dg v and to 4w Comadsaiowr ofdta %jv�t of
pnviroasoental Caaeatvatioa, 410 Mooffiby A me, Idle 101, Juuaea, Al■ah 0101. wHbin
30 dere of the pettmdt deddoc. It a baumy is neat rKnumd whh1c10 days, the sipl:t to *y Ft is
r+aivad.
a71lUanL RiC6, yx
FAvlrolmnta]Itntl t
C4; Jamk Stare!, DW/WW, w/o etc.
J.ols Ulidaf umb, ws4 ewer
Davtd7ehoetm4DW1WW
Municipality of Anchorage
• Development Services Department ;i ►':
Building Safety Division �
— On -Site Water 8 Wastewater Program
4P.O B ox 19 650
P.O. Box 196650
Anchorage, AK 99519.6650
a www.muni.org/onsite ^
(907) 343-7904` -
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 0 _ V 2 Lf -/ 3 COSA# a 0 b O
r-
1. GENERAL INFORMATION Expiration Date: '7
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
PARADISE VALLEY SUBDIVISION, LOT 8 BLOCK 2
5927 GREECE DR. + ANCHORAGE AK 99516
BILL WILKINSON Day phone 242-5443
16701 RANSOM RIDGE * ANCHORAGE AK 99516
Unless otherwise requested, COSA will be hold by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
Day phone
Day phone
3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well
Individual On-site
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
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 application,
investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this app
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the
Information obtained from the Municipality of Anchorage riles and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd.
Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, LtD. attempted to provide a thorough,
conscientious engineering analysis of the system In accordance with ADEC and MOA
DSD Guidelines 6 Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the lost, and separation
distances measured to readily identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
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 solo 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 _J�L bedrooms.
Phone 337-6179
Date6/zz/o'*
Disapproved.
Conditional approval for bedrooms, with the fllowing stipulations:
Attachments: /
COSA Checklist l/
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineers Reort
Other
is ••• � :-
ON-SITE ��v=
WATER AND m=
WASTEWATER
PROGRAM
By;�A Original Certificate Date: cy — 2 S
(R.. 1705)
. .......... _
. ........... .
Municipality of Anchorage
' Development Services Department
Building Safety Division
On -Site Water b Wastewater Program
4700 Bragaw Sheet
P.O. Box 108650
Anchorage, AK 9951&x850
www.muni.orglonsite
l (907)343.7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: PARADISE VALLEY SUBDIVISION• LOT 8 BLOCK 2 Parcel ID: O 2 O - y 2 y --1 3
A. WELL DATA
Well type PRNATE if A. B, or C provide PWSID# N/A
Date completed 9/13/2006 Sanitary seal (Y/N) YES
Total depth 190 ft. Cased to 190 ft.
FROM WELL LOG
Data of test 9/13/2006
Static water level 93 ft.
Well production 15 9.13.m.
WATER SAMPLE RESULTS:
Well Log (Y/N) YES
Wires properly protected (Y/N) YES
Casing height (above ground) 18+ in.
AT INSPECTION
Coliform SZ_ colonies/100 ml. Nttratea9,7mg./L. Other bacteria colonies/100 ml.
Arsenic: -N& ug./L. Date of sample: 6/11/2007 Collected by: GEG. Ltd.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL Date installed - 9/1/2006
Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) YES
Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) YES
Date of pumping NEW Pumper -
C. ABSORPTION FIELD DATA ® •*QUANICS AEROCELL
Data Installed 9/1/2006 Soil rating (g.p.d./ft°ortllb�d••2.0 System type DEEP TRENCH
Length 25 ft. Width 2.5 ft. Gravel below pipe 5.73 ft.
Total depth *10.96-11.40 ft. Eff. absorption ama286.5 fe Monitoring tube YES Depression over field -No.,
Date of adequacy test NEW Results (Pass/Fall) PASS For 3 bedrooms
Fluid depth In absorption field before test = in. Water added =gal. New depth =in.
Elapsed Time: = min. Final fluid depth = in. Absorption rate >= - g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N ii: type) - If yes, give date -
D. UFT STATION
Date installed 9/1/2006
Size in gallons 500
Manhole/Access (YIN)
YES
'Pump on" level at TIMER in.
"Pump otr level at TIMER 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 tanWlifl station on lot
100'+ On adjacent lots 100'+
Absorption field on fol
100'+ On adjacent lots 100'+
Public sewer main
N/A Public sewer manhole/deanout N/A
Sewer /septic service line 25'+ Holding tank N/A
Animal containment areas
50'+ Manurelanimal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Absorption 5'+ Property line field 5'+
Water main
N/A Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line "1'+ Building foundation 10'+ Water main N/A
Water service line
10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION 'AKS--A,—
I certify that 1 have determined through tleld inspections and •': `t"� .;*
...........
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this ........ ...............
date.r y A. r ess;
Engineer's Printed Name JEFFREY A. GARNESS O� CE -7953
'Qar�'
Date d iL2 p �d Proreos_��
COSA Fee 1,57 4-/ 75 ROS µ
Date of Payment 1;1, 0
Receipt Number C710 %
(Rw. 11/05)
Waiver Fee $
Data of Payment
Receipt Number
4=15-2007(FRI) 13:40 LANG AND ASSOCIATES (rHA)H(bee4bc5 t'.l1UI/UUi
pf-
� % I
PLOT PLAN _ AS BUILT X SCALE 1'=50' GRlD 3438 Project No. 06-176
Lang & Associates, ins. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
(907) 522-6476 Phone
Registered Land Surveyors (907) 522-4625 Fax !F A�
kglanglsOaic:ka.rest / Jclangla6alaska.ne4 `` „ '9S1On,
P
1 hereby certify that 1 have surveyed the following described propartr./j-
LO7 8. BLOCK 2, PARADISE VALLEY SUBDIVISION G (rj 49
Anchorage Recording District, Alaska, and that the tmprovemarts situated !hereon aro
within the property tines and do not encroach onto the ro • . ""
...........
no Im rovements on the property lying dj P' r �Y adjacent urveyo, the.
p grope .adjacent thereto enerxah on the sone ed 0
promises and that there cre no roadways, transmis:Ion lines or other visible
easements on sold property except as Indicated hereon. . KENNRN G. WJ
Doted this theI5 Day of 7uoa ,� , at Anchorage, Alaska
It Is the re3ponsiS0lty of the owner to determine the existence of any easements, OOftki=aHAL'
covenants, ar restrictions which do not appear on the recorded subdivision plat.
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETIVEEN j14UNICIPALITY OF ANCHORAGE
AN
THIS MEMORANDUM OF UNDERSTANDBIG made and entered into as�of�this
; Day of L&A,?e of 202Z, by and betweekhtk 1 _rteto1n'$mq_
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 WASTEWATER TREATMENT SYSTEMS. Municipality
grants permission to Owner to utilize and operate an Advanced Wastewater
Treatment System (AWWTS), described as /-fP�f'n oy / located
at
2. Definitions.
Anchorage, Alaska.
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 ZPrO
(sd.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
AWWTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AWWTS system is in use or operational or until time 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 P u in rent. 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 Reniirs.
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: (I) 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 time
terms and conditions contained in the Owner's AWWTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon time renewal of the
permit. The schedule of maintenance and repair contained in the Owner's AWWTS
Operating Permit is: _ I At &A ,(.lA
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 AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AWWTS.
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:
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 I,aw. 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
MUNICIPALITY:
gy;
By:
Date O Title:
Date:
STA E OF ALASKA )
THIRD JUDICIAL DISTRICT ) ss.
The foregoing instrumen44 was acknowledged before me this'o2_Sday of
20 D , by�GUYIcl.J
Commission expires: y S�
� • OTAR)r
raw
