HomeMy WebLinkAboutSOUTH HILLS BLK 6 LT 12South Hills
Block 6
Lot 12
#017-072-06
'~'1~' AS BUILT DRAWING ~*~°~'~ ~:
OSP101072 - O17-072-06
GRADE --~ '-~ U~
FINAL JANDY VALVE AEROCELL
83'98-84'25= 650 QUANICS
TOP OF
INLET =
' ..~ ~ II N \/ ~o~,N~,~
J L ~ OUTL~ = 79.39 TO THE DRAINFIELD
1500 GALEN 10 GAUGE ~EEL ---~ WITH 4" INSU~TION
DE~ ~Rl~ ~ ~ v~
TH#1 co
GRADE = INVERT
98.84-98.89 DRAINPIPE =
3:'~ 99.9,:3
MT CO
FINAL GRADE = TH#I
102.55-102,57 ~
FABRIC
FILTER
INVERT Of DRAINPIPE 95.74
yDPLYWOOD
VISQUEEN ON
OWNHILL SIDE
2.5'+ OF M.O.A.
SAND
FILTER
OF SAND
= 95.24
ORIGINAL GRADE
5', = 93.74
BOTTOM OF
1' BELOW O,G. SYSTEM = 92.74
',2.5'+ OF
SAND
FILTER
5'-
1' BELOW O,G.
OF
SAND =
99.40
II
GRADE =
97.90
I I
BOTTOM Of
SYSTEM
96.90
RELATIVE ELEVATION Of Bo]roM
OF TESTHOLE = 87.90
~~ RELATIVE ELEVATION OF BOTTOM (GROUNDWATER @ 9,3.90)
Of TESTHOLE = 83.74
PROFILE AS-BUILT OF NEW SEPTIC SYSTEM 10/11/2010
(Rev. 01/05)
AS BUILT DRAWING
0SP101072 - 017-072-0~
\
\
NEW 1500 GALLON
S.T,E.P.
\
HOLDING TANK
LEFT IN PLACE
FOR POSSIBLE
FUTURE USE
GARAGE
*RECIRCULATING
RETURN
HOUSE
*ALL LINES ARE INSULATED
W TH 4" BLUEBOARD, 4' WDE
A B C
ST1 - 72.88 51.60
MH - 81.25 61.15
C01 70.22 61.85 75.10
SOUTH HILLS MT1 79.51 71.22 81.98
LOT 13, BLOCK 6 C02 88.03 81.40 92.52
C05 80.78 78.07 97.70
MT2 69.72 67.69 90.60
C04 60.62 58.12 85.12
FD 59.73 57.11 82.58
ACL1 64.74 64.75 91.45
// ACL2 67.24 67.32 93.18
JV 60.24 60,20 88.51
/
LINE T.O
TRICKLING FILTER
/
/
MOUNDED SLOPES IN THIS GENERAL AREA
ARE SLIGHTLY STEEPER THAN 5:1 SLOPES.
JEFF POET PHYSICALLY OBSERVED THE
FINAL GRADE OF THE ADDRESSED SLOPE
AND DEEMED IT WAS ADEQUATE,
DRAINFIELDS
65O
AEROCELL UNIT
\
\ //
\
\ /
\ /
MH
HILLSIDE WAY
\
\
GARNESS ENGINEERING GROUP, Ltd. ~'~~ ~..~ ~~.'".~..7]~,\
CONSULTANTS & GENERAL CONTRACTORS
I..~.*.[g so.: I.HON[ NUMBER: PAGE NUMBER: t ~ ~--'}":'--'~ I
L~S, MCCALLISTER I 907-855-5511 2 OF
LEGAL DESCEIPTION: I~mw" "Y: k vd~~~~" ..~/
SOUTH H~LLS S/D; ,LOCK ~, LOT ~ I *.J.O.
AS-BUILT DRAWING OF NEW SEPTIC SYSTEM I / /
(Rev. 01/05)
08/25720~0 05'27 8~86770 APLUS
~ AUG-~2~-E010 ~:~9~ FROM:ED'S ELEC~IC INC' ~7~ 4~9~ T0~686~9~
Inspection Report
Muni=ipality of Anchorage, Building Safety Division
4700 Elmore Road
INFO & HELP (907) 34,~-~211
INSPECTION: VOICE (90?) $43-8300 · FAX (907)249-?7?7 ' www,muni,org
PAGE
P.1
01
Name
Company
Acldre~
Subdivision
Work Description
ED'S ELECTRIC
ED $ ELECTRIC
7880 RABI~IT CREEK RD
SW2940
SOUTH HILLS
install se~ti~ lift ~at[on
I nsp. performed/prepaid
Permit Technician
Comments or Dire(:tlort$
1/~
MCI=lISA, MARIAMENE G,
CALL 30 MIN B4
Permit # ]0-8593
Inspection Bate 34-Aug-2010 AM
Phone 27~.4Sgl
LOT 12 BI( 6 TR n/a
Insl3eetlon Type ElectricahFinsl Electrical
Comments (for inspector use !3nly)
Municipality of Anchorage
P.O. Box 196650 ® 4700 Elmore Road
Anchorage, Alaska 99519-6650 ® (907) 343-7904 ® Fax (907) 343-7997
http:llwww.muni.or,qlOnsite
Development Services Department
On-Site Water and Wastewater Program
Department
ON-SITE SEWER/VVELL SUBMITTAL COMMENT SHEET
To: Garness En.qineerin.q Group
Legal description: South Hills Block 6 Lot 12
E]Permit I--~C.O.S.A. [~lnspection Report
The attached paperwork has been reviewed and is being returned for the following reasons:
1. Fill area is not topsoiled and seeded.
2. Manhole is not secured.
Name of reviewer: Jeff
Date: 9-7-10
Please supply the necessary information and re-submit your request.
LEA VE THIS FORM ATTACHED TO THE PAPERWORK
Permit Number:
Tax Code Number:
Work Type:
On-Site Wastewater Disposal System Permit
OSP101072
01707206000
Septic
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Upgrade
Permit Effective Dates: June 23, 2010 to June 23, 2011
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: SOUTH HILLS
Site Legal Address: SOUTH HILLS BLK 6 LT 12 G:2940
Owner/Address: MCCALLISTER SEAN D & LISA J
PO BOX 2983 VALDEZ AK 996862983
Site Mailing Address: 7860 RABBIT CREEK RD, APT A, Anchorage
Lot Size In Sq Ft: 32496
Total Bedrooms: 4
I}epar tment
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 Ddnking Water Regulations (18AAC80).
3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15_..~pdH5;-a-subsurface soil ab_~rp..tion system under construction during freezing weather must either,
A. Open a~CFose on the same day. ~
/,/,,-'BT'. C0~er~d, sealed, and heated to pr~ent freezing. --
( Special Provisions: Fill must be in place prior to Inspection Report approval. /)
Received By' ~
ip lity of Anchor
Munic a
P.O. Box 196650 · 4700 Elmore Road
Anchoraqe, Alaska 99519-6650 · {907) 343-7904 · Fax (907) 343-7997
http:llwww.munl.orRlOnslte
Development Services Department
On-Site Water and Wastewater Proqram
**** VARIANCE/WAIVER REVIEW ****
Waiver//: OSP101093 COSA#: Permi~:OSP101072
PID~: 017-072-06
Legal Description: South Hills, Block 6 Lot 12
Engineer:. Garness En.qineerln,q Group
Applicant: Lisa McCallister
Your request for a waiver of the required 50 feet horizontal separation from the absorption field
to the excessive slope has been approved. The approved separation distance is 21.0 feet.
This waiver approval applies to the proposed absorption field to excessive slope 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.
Waiver is Granted: ~( Waiver is not Granted:
Date: Approved by:
/ / Name of Reviewer
Rec#: 011955 Amount: 2200.00 Date Paid:6/9110
**** VARIANCE/WAIVER REVIEW ****
Municipality of Anchorage
Development Services Department
Building Safety Division
On. Site Water & Wastewater Program
4700 Bragaw St.
P.O. Box 196650
Anchorage, AK 99519-6650
www.ci.anchorage,ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERHIT APPLICATION
v,,;,,.,- o~/o/o~$ FOR A SINGLE FAHILY DWELLING
oSP zOlOT~-
Parcel I.D.
Property owner(s) LISA MCCALLISTER
Day phone ~35-5511
Mailing address 7860 RABBIT CREEK ROAD *ANCHORAGE. AK
Site address
Zip Code 99516
Legal description (Sub'd, BIock& Lot ) SOUTH HILLS: BLOCK 6. LOT 12
Legal description (Township, Sec'don & Range)
Lot Size ~'~-: q q ¢ Sq. FL
Number of Bedrooms
4
THIS APPLICATION IS FOR ( C~3all that apply):
Absorption Field []
Septic Tank []
Holding Tank ~r~
PdW
Pdvate Well ~
Water Storage
THIS APPLICATION IS AN:
Initial .~ []
Upgrade []
Renewal []
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
Permit/Rush Fees:~
Date of Payment: GJ~/
Receipt Number.
(R~,,. ~ ~/o5)
Waiver Fees: -~
Date of Payment:
Receipt Number:.
GARNESS ENGINEERING GROUP, Ltd.
~:CONSULTANTS&GENERALCONTRACTORS''' ' ~ ~*
May 28, 2010
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Bmgaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Septic System Upgrade for South Ilills Subdivision; Lot 12, Block 6,
To whom it may concern:
The existing 4 bedroom house is served by a private well and holding tank. Attached is a site plan and a design
drawing showing the proposed septic system. We are proposing to install a Quanics Aerocell treatment system
on this property which includes the installation ora 1500 gallon S.T.E.P. tank and dual 5-wide trench type
dminfields. One test hole was excavated on the property. The drainfield will be designed around the 30 foot
radius ofthe test hole. Comments regarding the design are summarized as follows:
I. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: Sec attached design drawing for drainficld specifications.
3. SURFACE WATERS: There arc no surface water concerns.
4. TOPOGRAPIIY: As can be seen on the attached site plan, the average topography below the drainfield is
a 25 percent slope running approximately south to north. Slopes will have to be filled in to eliminate any
slopes that are greater than 25%. Attached is a slope drawing showing the area that needs to be filled.
We are unaware/~ any adverse impacts this installation would have on adjacent wells or septic systems. If
you have any~3/ons, please contact us at 337-6179. Thankyou foryourassistance.
P e-I~,~broSTgE:~A~ ;ached isa site plan drawing, adtsign drawing, two detail drawings, attd one soil log, 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.gamessengineering.com
HALF PARK
LO~ 13, BL~K 6
~ LOT 14. BL~K 6 LO~ 15, BL~K 6
BEDR~U HOU$~ ~ /
~ HILLSIDE WAY
S0~ HI~ J LOT 3, BL~K 7
SO~ Hi~ LOT 4. BL~K 7
LOT 5, BL~K 7 I
................... CONSULTANTS & OENE~L CONIRACIOR$ {:
LSA MfiCALLISTER J g07-83~-5511 J 1 0F 6
~[i[ P~N 5/28/2010
(Rev, 01~)
GEG Ltd. HAS A 7 PAGE SPECIFICATION
NOTE: THE CONTRACTOR LL-r~R ~HAT PERTAINS TO '~'115 DESIGN.
/ SHALL HAVE THE EAST LOT TO OBTAIN A COPY OF ~HF' I. ETrFR
/ LINE. AND ALL WELL RADII CO~A~ CEG. BY PROCEEDING FORWARD
~ LAND SURVEYOR PRIOR TO PROPERTY OWNER AGREE THAT 3HEY
~. ~ -- -- ~ ~. / CONSTRUCTION. HAV~ READ THESE SPECIFICATIONS AND
~,'/ ~ ,--PROPOSE~ ~SO0 C.~LO.
~.,/o ~ D(IS~ING 4000 GALLON / W/QUANICS CONTROt. S/FLOAT~
~ \~DONED IN pi. ACt' FOR / ~r.~ ..... /
~~/sr0~ /~.£~E 0r s~d cu~K
~.."".~:1/ ×
'~k- EL.~-"-'-~-~ '~ ~/ .~rr A~AC~ED I s0um wlu. s
I I [X~S*nNG 4 / c{ ~ -..~ ~1 \ /
I HOUSE / I t I~ ~PROPOSED ~ /
~ / / UNIT WITH INT[RNA~
GALLONS PER DAY (GPD): 600
PERCOI.A~ION RATE/S: ~0 blIN/IN
~,.~u~ D"~N"E~ SO.ri.= ~00 HILLSIDE WAY \ ~.
(RE,OVAL OF ALL ORGANICS)
REDUC/~ON FACTOR: N/A
OA.SESS ENO NE .INO O.OU , L d.
............. "CONSUt-?ANTs & GE N ~RAL coN?RAcT°Rs ''''~'~ ...... ¼ .......
,.EP~E~ to.: ..o.r .UU~ER: I P~E .UU~ER: [ ~'4,~ /"N:"~ ........ :'"'!,
USA UCCALUSTER I 907-B35-5~ I 2 Or ~ V2~
SOUTH HIL~ S/D; BLOCK 6, LOT 12 A.J.G. ~q~a-~ '~.~'
DESIGN OF PROPOSED SEPTIC UPGRADE 5/28/2010
2'+ COv~R OV[R DRNNRELD
~ BEOINNINO OF CLr~BANX ~ J FLAT AREA
/
ABANDONED
BO'R'OM OF ,-,100X SLOF£ ~
21'
50'
LISA MCCALLISTER I 907-855-5511 I 4 o~ 6V~~"','? >~/
I sOUTH H~L~ S/D= SLOCK S. LOT ~ I A.J.~. X~I.~'~/
~E OF WORK: ~TE:
3:1 SLOPES
MAX
TOPSOIL AND SEED
I
10'+
.]
- FiLTeR FAbRiC
IMPERMEABLE
2.5'+ OF
6' SEPARATION
GARNESS ENGINEERING GROUP, Lt(I.
CONSULTANTS & GENERAL CONTRACTORS
PREPARED FOR:
LISA MCCALLIST£R
LEGN. DESCRtP~ON:
SOUTH HILLS S/D; BLOCK 6, LOT 12
PiPE OF WORK:
PROFILE OF PROPOSED DRAINFIELDS
PAGE NUMBER:
5of6
0Y:
A.J.G.
DATE::
5/28/2010
GAI1NESS ENGINEERING GROUP, Ltd. ~/~:~,.
PERFORUED FOR' t~ UC~LLISTER DATE' 4~/~10 ~$.'u./ 'Z/'=/-- .'"'x~/
DEPTH ~
GH CL
. II I I I I I I IIBLUE-G~Y m GC OL
,. .. sw .. VI ,.
SH OH
i Ii d / /
SC
DEPTH TO '~ J ~ /// mil
7dlllllllllc~Y UL GROUNDWATER DATE '~..
II IIIIIIII~SUALLY OEE~ED o~ .~
TO BE IMPERM~B~ DRY 14/28/2010 LOT 12, BL~K 6
DRY 5/5/2010
4' 5/10/2010
10
11 DATE READING CLOCK NET TI~E WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
12 5/5/2°~° ~ 2:30 - 6- _
2 3:00 30 5" 1
13 3 3:00 - 6- -
4 3:30 30 5" 1'
14 5 3:30 - 6- -
6 4:00 30 5" 1'
15
16
17
18
PERCOLATION RATE 30 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 1.0 FT. AND 2.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES ~ NO
SOILS LOGGED BY:. ROB CAMPBELL PERCOLATION TEST PERFORHED BY: ANDR~
COHHENTS:
PERFORMED BY GEG, Ltd. I, JEFFR~ A. GARNESS, CERTI~ T~T THIS WA~ PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
DEPTH TO
GROUNDWATER DATE
DRY 4/28/2010
DRY 5/5/2010
4' 5/10/2010
LEGAL OESCRIPTION:
SOUTH HILLS; BLOCK 6, LOT 12
OF WORK:
DESIGN OF QUANICS AEROCELL SYSTEM
PR[PAR£0 FOR;
LISA MCCALLISTER
Municipality of Anchorage .:.,~ ..~.
Development Services Department.-~:"'-
Building Safety Division
On-Site Water and Wastewater Program, 4700 S. Bragaw St.~
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www.cl.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: ,SW030432 PID Number:..017-072-06
Margaret Fisher Estate Wastewater System: [] New ~'1 Upgrade
7935 Hillside Way ABSORPTION F~I r3
LEGAL D ESC RIPTION s~, ~.~ '-~ To~., =.~ ~.. ~.~..,
G~avel Length:
Exisbn-'~..~.~. F,. Ft. Fi' I
SEPARATION DISTANCES n Septic [] Holding [] S.T.E.P. [] Other:
Septic Absorption Lift Holding ~ublic/Privah Manufactute~: Cepac~ly:
Tank Field Station Tank Sewer Line Anchorage Tank 4000
w., NA NA NA 80 35 ~t~-~: 3/16" steel .u.-~.o~co~...,.,~.:l
s~.~.w.to, NA NA NA 100+ ~ ,~o.~ '~'*:LIFTSTATION
LOt Lir~ NA NA NA 45 ~,.
cu..,, o,...NA NA NA NA PUmp Make & Mode~ E lecltical Ins~ecbon$ pe~otm~l by~
~"~'~'~ Holding tank installed. Old septic tank and BENCH MARK
drainfield were abandoned.
threshold of southeast door on
garage.
100.0
£ngineer', Stamp
Inspections performed by: Gind¥ W. Ellis Dates: .p~ 10/1~/03
2~ N^ ......... ._..
Development Services Department Approval
Reviewed and approved by: ~ ~ Date:
Permit No.. SW030432
Date: 10/29/03
Page 2 of 2
Municipality of Anchorage
DEPARTMENT OF' HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report.
Legal Description: LOT 12, BLOCK 6, SOUTH HILLS SUBDIVISION PID No.: 017-072-06
I
PUBUC RIGHT ~)F WAY //~
I //J ~' '" "- ~--EXISTiNG WELL
/ i '../75' RADIUS
J \ /--NEW 4.000 GALLON !
\ JSTEEL HOLDING TANK
I J \\ /WITH ALARM SYSTEM ~OLD DRNNF1ELD
~ ~ ~L~~__~~ 4" CO-7 / J- ...... / /ABANDONED IN PLACE
'o - ~ / / ~ / ,~...-~--"7 / / /--6" col z,/~,
= ~ I I I _L~"%I d--z.~.--+ .....
~ I // _ ~4/2~,~r ~:~-~'~° '
~ [ lJ,,J / ! / /, IBM / I / REMOVED \ '
.,'I/ ',
~- I~_TM L.~I~ / i / \ \
~ I \~/ HOUSr ~ \~ / rv'----, / ",~/
ADJACENT
>- I ~ L~ / / '<. I,ou~J " / EX,ST~NG TANK-.
/ o
~ -j. .... ASBUiLT
J SCALE: 1"=30' - H I L L S I D E W A Y -
_ . ,-- 6' CLEANOUT.
4' CLEANOUT --~__/_~__.Z" /- 4
' ' -~.~ '~F ~/
,
.4.9TH
~ ..'. :..~. ..... :..1..
HIGH LEVEL ALARM ~ltj .,o~. Cin./~y W. Ellis
I¥;,?/~. N~); 10577
SEp~¢ SECtiON
MUNICIPALITY OF ANCHORA GE
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
Upgrade
Date Issued: Oct 13, 2003
Expiration Date: Oct 12, 2004
Permit Number: SW030432
Legal Description:[,~l~TH HILLS BLK-~6 ~::~2TM
Design Engineer: 0844 Watkins Engineering, Inc
Owner Name: Margaret Fischer
Owner Address: 7935 HILLSIDE Way
ANCHORAGE, AK 99516-3832
Parcel ID: 017-072-06
Site Address: 007935 HILLSIDE DR
Lot Size: 32496 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
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.
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www,muni.org/onsite
(907) 343-7904
ON-SITE SEWER/VVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I,D. 017-072-06
.Permit Number
Property owner(s) Margaret Fischer (deceased) cio Jerry Fitzsimmons
Mailing address (1) 7935 Hillside Wa),
Mailing address (2) Anchorage, AK
Legal description (Lot, Block & Sub'd.) South Hills S/D, Block 6, Lot 12
Legal description (Section, Township & Range) ~ C~ ~ _~' ~'~-'i I~ c..~{
Lot Size 32,496 Acres/Sq. Ft. Number of Bedrooms
Day phone 345-6222
Zip Code 99516
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. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of pre'perry owner or authorized
Permit Fees: .~ L.,{ (.) ~ Waiver Fees:
Date of Payment: ! (~) [ '~ O ~ Date of Payment:
Receipt Number: q ?l[~'~Jl ~ % Receipt Number:
(Rev. 17J00)
Watkins Engineering, Inc.
P.O Box 110443, Anchorage, AK 99511
(907)349-1851 cwellis@gd.net
October 2, 2003
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
RE: South Hills SID, Block 6, Lot 12
Holding Tank Installation
To Whom It May Concern:
Attached please find the application and supporting documentation for installing a 4000
gallon holding tank for the referenced 4 bedroom house. The existing drainfleld,
consisting of 3 - 48 inch wide trenches with total length of 84 ft is surcharged, and
septic fluids are surfacing. It is proposed that this drainfleld and the 1250 gallon steel
septic tank installed in 1981 be abandoned in place, because they are not in compliance
with regulations. Two test holes were dug on the property in an attempt to find a
suitable site for a replacement drainfield, but the soils were inadequate.
The existing drainfield is installed on a small bench cut into a steep slope. Immediately
uphill from the field is a slope of 50%, and there is a 40% slope located 24 ft from the
furthest north standpipe. Thus, the drainfleld is encroaching on the cutbank; regulations
require a 50 ft setback from a slope over 25%. When the drainfleld was installed, there
was some discussion that the field had been installed outside of the area of the test
hole. A copy of a letter from MOA to the owner, Margaret Fisher, is attached. It states
that, "vast soil work by a number of firms involved with this property indicated no other
site was feasible regarding water table and percolation." For these reasons, it is
proposed to abandon the existing drainfleld.
Two test holes were dug on September 19, 2003, in an attempt to find a site for a
replacement drainfleld. The soil log for TH#2, the better of the two holes, is attached.
There was a layer of silty sand occurring from 2.5 ft to 5.75 ft below ground level, which
could have been acceptable for a drainfleld. However, the steep slope (50%) downhill
of the test holes precluded even a mound system. To achieve 6 ft above impermeable
layers and maintain cutbank setback requirements, an unreasonable amount of fill
material would be required.
Holding Tank Permit Application for South Hills, BIk 6, Lot 12
Watkins Engineering, Inc.; October 2, 2003; page 2
The proposed 4000 gallon holding tank will be installed greater than 100 ft from any
surface water. Rabbit Creek runs along the north edge of the property. A separation
distance of 75 ft to any private well will also be maintained. I am not aware of any
adverse effect that this holding tank installation would have on any adjacent properties'
water and wastewater treatment needs.
Thank you for consideration of this permit application. If you have any questions or
need further information, please cell me at 349-1851 or 360-3389 (cell).
Yours truly,
SOUTH HILLS SOUTH HILLS SOUTH HILLS
BLOCK 6, LOT 4 BLOCK 6, LOT ,3 BLOCK 6, LOT 2
~ SOUTH HILLS
~ ~[S // BLOCK 6, LOT 1§
w DING
~. I Il t I
'" ', ~ I~F-"'~ ',,,'.' ', , , , .
EXISTING HOUSE ~ ~ ~ -I'"
EXISTING HOLDING TANK ~ ~
t I
\ ,
x - HJ/LL S I D E WAY-
10o' R~Ius
SOUTH HILLS SOUTH HILLS SOUTH HILLS
BLOCK 7. LOT 4 BLOCK 7. LOT 3 BLOCK 7, LOT 2
LOT 12, BLOCK 6 ,~',',,~..' '. ,
SOUTH HILLS SUBDIVISION .49TH
CindyW. Ellis, P.E., M.S. SCALE: 1"=100' r~'?/~,.. N~ 10577...~,~
ANCHORAGE, ALASKA 99.511-0443 ·
PHONE: (907) 349-1851; FAX: (907) 349-1934 CHECKED: CWE ,k~%~x,,,~.
PUBLIC RI t ;~
-,~ ~LPROPERIY LINE
""'" /! ~. /--EX!STING WELL
, /I '-../ Ts' .~,us ~t
', rNEW 4,000 GALLON
~' I x,. /STEEL HOLDING lANK
I ~ /WITH ALARM SYSTEU ~EXISTING DRAINFIELD
~ I ~ ~ . m PLACE
i ~ I ~ I ~""~J~ ~. - ~'i~''
. ~. _ ~,- ~- ~'~'_-'.3'--
I I ~._ b~'~;,sT,NG Bco , \ ~ .........
.' ~ / i /
o~~: -s~ i .... ~ ~, ,"
' ~ I EXISTING FCO-~ } o, tt tt
i::) '~ / ~ / /
__ I \ ~-~ -~b-6~- ,,
-.. .......
-HILLSIDE WAY-
Septic Oes;gn Prepared For
MAEGAEFT FISHFE
LOT 12. ~LOCK ~ ~F' --~:~-~
Prepared By: DATE: 10/2/03 [~ ...........~,.~;~..~.~.'..~.4y~." .' ..... ~r.
Cindy W. Ellis, P.E., M.S. SCalE: ~"=30' *~2'. ~o. 10577 .~
ANCHORAGE, A~SKA 99511-0443
PHONE: (907) 349-1851; FAX: (907) 349-1934 CHECKED: CWE
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.munl.org/onstte
(907) 343-7904
Soils Log - Percolation Test
Jerry
Performed
Fitzsimmons
'~CI" J~l'~'~r'~ ~.~ ~1~ Date Performed: Sept. 191 2003
For:
Legal Description: South Hills BIk 6, Lot 12
2-
3-
4-
5-
6-
7-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
Township, Range, Section: -
Slope Site Plan
WAS GROUND WATER
ENCOUNTERED? NO
$
L
IF YES, AT WHAT DEPTH? ~
O
Depth to Water After p.
Monitoring? E
Reading Date Gross Time Net Time Depth to Water Net Drop
PERCOLATION RATE ~ (mir~les~nch) PERC HOLE DIAMETER "----.
TEST RUN BETWEEN ~ FT AND ~ FT
COMMENTS No percolation test was run, and no I~roundwater monitoring lube was set,
PERFORMED BY: Watldns Engineering, Inc. I Cindy W. Ellis, P.E. CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 9-19-03
I)EPARTM(N'r 01'. HEALTH AN[) ENVIHONMENTAI. I'llOI'ECTIOI~J
April 27, 1982
Margaret Fischer
3001 West 43 Place J3
Anchorage, Alaska 99503
Subject:' Lot 12 Block 6 South Hills Subdivision
The inspection report on the subject property has come to this
department's attention as a result of legal action involving
parties involved in the sewer systems/soils test, etc.
Specific descrepancies are as follows:
(1)
The drawing by S & S Engineers, Thomas Smith, is not correct
in its portrayal of lot configuration. The shape of the lot
and lot lines are not correct as platted.
(2)
The sewer system was not installed where the soils test hole
was placed. The lot had extensive soils test by soil firms
at various locations and the only suitable site, which the
permit was based upon, is not where S & S Engineers shows
the installation.
This matter needs resolving between you and S & S Engineers. The
inspection report is not acceptable to this department in the
light of recent information as to location and lot configuration.
The sewer system must be in the location of the permit test hole.
The vast soil work by a number of firms involved with this property
indicated no other site was feasible regarding water table and
percolation.
If there are any further questions, please call this office at
264-4720.
Sincerely,
Les N. Buchholz, R.S.
Program Manager
cc: S & S Engineers, Thomas Smith
7125 Old Seward Highway 99502
11/24/2003
ENSTAR Natural Gas Company
A DMSION OF SEMCO ENERGY
Engineering Department
401 E. International Airport Road
P. O. Box 190288
Anchorage, Alaska 99519-0288
(907) 264-3743
FAX (907) 562-0053
MCN Construction, Inc.
P.O. Box 221911
Anchorage, Alaska 99522
Re: Letter of Non-objection
Grid: A2940
To whom it may concern'i ........
ENSTAR Natural Gas Company has no objection to a well encroachment into the ten
feet utility easement located on Lot 12, Block 6, South Hills Subdivision.
Acceptance and use of this letter of non-objection by yourself, your heirs, your
assigns, or your successors, will constitute agreement to the following stipulations:
ENSTAR will be held harmless, now and forever for any damages or injury to
any person or property as a result of this encroachment.
Any ENSTAR facility damaged or destroyed, as a result of this encroachment
will be repaired at no cost to ENSTAR.
Any costs incurred by ENSTAR for special construction necessitated by this
encroachment will be borne by the property owner.
All applicable safety code regulations will be observed and maintained.
This letter of non-objection will in no way preclude ENSTAR from full use and
enjoyment of its rights within any portion of its right-of-way.
Since;ely,
ENSTAR N
cc: File ' -
November 6, 2003
ACS
Alaska Communications Systems
Watkins Engineering, Inc.
P.O. Box 110443
Anchorage, Alaska 99511
ACS has no objection to the encroachment of the existing well and
covered walkway into a platted easement located on Lot 12, Block 6,
South Hills Subdivision, as depicted on the as-built drawing submitted.
Acceptance and use of this letter of non-objection by yourself, your
heirs, your assigns, or your successors, will constitute agreement to
the following stipulations:
3 o
ACS will be held harmless, now and forever, for any damages
or injury to any person or property as a result of this
encroachment.
Any ACS facility damaged or destroyed as a result of this
encroachment will be repaired at no cost to ACS.
Any costs incurred by ACS for special construction
necessitated by this encroachment will be borne by the
property owner.
Ail applicable safety code regulations will be observed and
maintained.
its right-of-way.
Si~rely,
Outside Plant Engineering
ACCE PTAN_~E:
This letter of non-objection will in no way preclude ACS from
full use and enjoyment of its rights within any portion of
DATE:
cS\ i e \L:\Engineer~Correspo\NonobJec~SHill_L12
600 Telephone Avenue Anchorage, Alaska 99503-6091 tel 907.564.1000 www. acsalaska.com
November 7, 2003
Margaret Fisher
P.O. Box 110443
Anchorage, Alaska 99511
Dear/vlrs.Fisher,
Subject to your agreement to indemnify the company as set forth beloxv, GCI Cable Inc.
of Alaska has no objection to the well and a covered walkway encroaching into the 10'
utility easement on the west property line of Lot 12, Block 6, South Hills Subdivision.
Known as 7935 Hillside Way, in city grid 2940.
This letter of non-objection in no ~vay precludes GCI Cable from full use and enjoyment
ofany fights it ma3' have ~vithin any portion of the utility easement and or the right-of-
way, including unlimited access for servicing its facilities. Also any additional and
extraordinary costs incurred during any future required construction, repair or
reconstruction of GCI's facilities to accommodate any or all of the encroachments shall
be paid by the property owner.
By signing below, you agree to indemnify and hold GCI Cable harmless, now and
forever, for any damage, costs,, expense (including reasonable attorney's fees), liabilities
and injury to any person or property occurring as a result ofthe encroachment.
Please indicate your acceptance by signing and returning this letter to myself at the
address below.
Sincerely,
Leann Higgins
OSP Design Date
5151 Fairbanks Street · Anchorage, Alaska 99503 · 907/868-5600
£'EC-~]E;-2003 "LIE 0,::4, I:'l,I(cA" LaJ)" ,E, tltc0"' ....
~ 6.,:.'
P. O01
ENCROACIIA NT PERMIT
1203-25C
0-2940
EN03069
01%072-06
Tiffs permit is between Chug.~c.l~ Elceuic A~sociatinn, Inc., ,n ~l~ka non-profit electric
coopczative, (herein "Chugaeh"), whose ~ddi~ss is P. O. Box 196300, Anchoz~ge, gl~.'~ 99519-
6300 and Margaret E. Fisher Trust, M~rgaret E. Fisher, Induce, (herein "Permittee"), whose address
is 7935 Hillside Way, Anchorage, Alaska 99516.
1. E~sement. Chug'ach is lhe Igantee or user of an easeme~ar for the construction
rn~i~teumace of electrical facili~es, as follows:
Dedicated by the plat of the subdivision lmown ~s $ou~ Hills Subdh, Lsion, aeeorai,,g to
Plat N~maber P-636, recorded on the 15~ day of November 1961, on file in ~he of Sce of the
DLstrict Recorder, Anchorage Reco~fl~ District, Seward Mefidiau, Alast-~.
(herein "E~ement~) which pertalrm to the ibllowing &scribed re~l property:
The West 10 feet of Lot 12, Block 6, South Hills Subdivision, according to PlalNumber P-
636, rccoxded on the 15~ day of November '1961, on file in the office of the District
Recorder, Anchorage Rccording Dbtric~ Seward Meridian, Alaska.
?ecmittee admowledges 1he validity of the Eastxaent_ Permittee win-mots and rel:e'esents
that Permittee is fl,e owner of the f~. _eimple interest in the lmxd subj ~ct to thc Easeaneat m~d the
following describezt real property to which the Easement is adjacent:
Lot 12, Block 6~ South Hills Subdivision, according to Plat Numbex P-63 6, recorded on
0ac 15t~ day of November 196 l, on file in the office of the District Recorder, Anchorage
Recording District, Sewatx] Meaicliar~ Alaska,
(herein "I'arcel").
Eucroa¢~-,,~ent Permit- Page ] of 4
r~cc-~,~ ~n~ TUE Oc: ,~illl.,:o ZI ~07 762 4852 F'. 002
:.~ v--~,'~c, ~ 45 F'I,! ~l)~g~''''
2. ~neroacl~nen.~. Permitt¢~ proposes to continue the cxJstenc= o£ thc ~bllcr~'Jng
improvement(s) o~ o:',x~tl~q th~ real propez~ subject to said Easement:
well located 3.5' within said ~cment ~cl a covered wa]]cw~y across said
~¢me~lt,
(herein "Encroachmem~).
3. .Permit. Chugaeh hezeby authorizes Pemfittee to continue the existence of the
~ncroachrnent in its proposed loc~fion sub~ect to ~he covenants set forth in thi.~ permit.
4. Indcnm{fic~tion. Pcrmittcc shall indem, iry and hold Chugach har~nless from any
claims for personal injury, propelsT dernage or other loss arising in any way/rom the ex~tln~ation or'
the E~aeroael,~ent.
S. ]qo lTxpans~on or Intreat. Permlttee shall not in any way expand or increase the
extent to width the Encroachment occupies any of the xeal property enc~nbered bythe Easement
without the prior written consent of Chugac~ Chugadahas no obligation to provide ~ch conscn:.
6. lqo h~terest in Real Estate AcatrixeO. Pemzittee hereby ~e~oxvled~s t~t the
Encroae~m~ ~d ~y ~fi~ ~eto, even ~ ~ohtion of thi~
~e ~xe ~ve ~e to any ~t~e~ or c~ate ~ ~e real pmp~ subj cci to ~ E~em~t or ~y o'~
r~ ~. Wi~ota ~ ~y ~y liming the lo,gong, P~ee ac~owl~ges that the
~oachm~ ~ not M~e to ~y ~ of Ch~aeh
~ssion ofC~ch forp~oscs of~e ~on ~wdo~e ofadv~e po~essi~ ~s ~t
~tes no ~t~est ~ thc real ~' ~bj~t ~ the
7. Modification of Utility Facilities. If the electric utility facilities located within the
Ease:nent are upgraded, added to, replaced or xeconsuv, cted, P~-~ec ~ball pay that potion of
Chugach's total costs for such modification wtfich is reasonably attn3matable, to accommodating or
preserving the Encro~:chment. Hsuchpayment is not m~le w/thint~ (30) da~ o£wfitten demmad
for same, Chugach may terminate ~h;~ pc,mit in accordance with paragraph 9, below.
$. Covenants Running ~x~h the Laml. The 0bligations ofthe Penaittee arisqng from tkis
permit ~hall be covenams x~mn;ng Wit)a the lend wltich slmll burden the Pmcel aud the Pcnnittee'$
interest in the land stibject to the Easement and shall benefit the Easement,
lqnc~oachment Permit - Page 2 of 4
..E, EC-C2-2003 TIlE 0~:45 F'~.t "" "'' "','
. ~E4~,~:,./I?.,, ~1 907 762 4852 F'. 003
shallS~ ~l~ectiv~ unle~ ia~ a~t.sl~ by all ~ftl~l~art~ff
Municipality of Anchorage
Mayor Mark Begich
P.O. Box 196650 * Anchorage, Alaska 99519-6650 * Telephone (907) 786-5538 · Fax (907) 786-5535
3000 Arctic Boulevard* Anchorage, Alaska 99503
http://www.muni.org
Anchorage Water and Wastewater Utility
Engineering Division
November 7, 2003
Margaret E. Fisher
7935 Hillside Way
Anchorage, AK 99516-3832
Re'
South Hills Block 6, Lot 12 (Grid SW2940)
7935 Hillside Way - Parcel ID 017-072-06
Encroachment of covered walkway and well into 10' utility easement
Dear Ms. Fisher:
The Anchorage Water & Wastewater Utility (AWWU) received a written request from Cindy W. Ellis on your
behalf on October 30, 2003, for a letter addressing AWWU's position regarding the proposed well and covered
walkway that encroaches into the 10' wide utility easement located along the west property line of the
referenced lot. Submitted with the request was a plot plan indicating the location of the utility easement, with
existing encroachments. . . ' :
AWVVU water is not available to"·the referenced lot. Wastewat~r facilities are to be in accordance with the
Hillside Wastewater Management Plan. AVVWU has no constructi6n planned through the utility easement at
this time, nor in the foreseeable future.. Therefore!we would have no objection to continuance of the
encroachments until use of the easement bec°mes necessary.
AVVWU would recommend that any future replacement of wells or sept ~ systems incorporate consideration for
placement of public water and sanitary sewer facilities to minimize impact on private property and allow for
water/sewer separation requirements. This may be beneficial should the property desire or need public
facilities in the distant future.: '
AWWU issues this letter for th'e proposed encroachment with stipulations, and by using it the property owners
are agreeing to the following:
1. AVWVU will be held harmless, n·~w and forever, for any'~lamages or injury t° any person as a result of the
encroachment; :-"
2. Ail applicable codes and regulations will be observed and maintained within the easement;
3. The letter will in no way preclude AWWU from full use and enjoyment of its rights within any portion of the
easement; and,
4. Additional and extraordinary costs incurred during any future required construction, repair or
reconstruction of AWWU facilities to accommodate the encroachment shall be paid by the property
owner.
Should you have any questions, please call me at 343-8009 or the AWWU Plann, ing Section at 564-2739.
Sandy Not~stine
Engineering Technician
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SiTE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
PNONE
NAME
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION
Liq. c~ tV in gallons
Well
Dwelling
No. of Hnes ~L ~ Len~dLof each line __'
Top of tile to finish ~rade_ ~ ~'-~ ~
Length Width
t Material
Foundation Nearest lot line
~J~ '~J- j ~ inches
th tile
inch0s
Depth
NO.O~FDROOMS
PERMIT NO.
NO. of compartments
PERMIT NO.
Liquid capacity in gallons
PERMIT NO.
Distance between lines
Tota~ effective absorption area
PERMIT NO.
Type of crib
Crib diameter
Crib depth
Total effective absorption area
Well Building foundation Nearest lot line
DISTANCE TO:
Class Depth Driller D~stance to lot line PERMIT NO,
DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s)
OTHER
PIPE MATERIALS
SOIL TEST RATING
INSTALLE~
REMARKS
§610 Si!verado - Suite A7
ANCHORAGE, ALASKA 99502
(907) 274-9397
DATE LEGAL
3/78)
FiF'F'L I E:t::)N T
L 7 -:Ft'[' ]' '3H
~-~1 L~ ~'.-,,~ Z: % ~.-. ~-.-~ L.. ]E "T %." ~:Z~ F:'
E:,EF:~FiR"I"HEENT F~q FIERLTH FINE:, EN',/IFt0hIMENT'F!L.
' ":'= ...., FREE. f. FIN-:Hf"~F?¢~CiE:',
MFff?.GRRET . .[ -, _3
HIL. L
.7,013:I. F!EST' 4]i: F'L 1$:~: q e*s-°?'~
. Pi ILL-, ':;t tB
LO'T' "I_2 E, LK 6 'E, OLITH ' ':' -.
LOT :," ........ .[ ,~ .:: 3:2,49::L c. ':d.IFtE'E FEET
"rh.'PE C F ':E;E Z I_ F!E:SORP'T':[ Ob :TYSTE',' I tS: 'TREf;{CH
- ' '~&~ ';, ~' c ,"SC~ .... "
HFI;:<~M[]M '.4[JP'E:ER OF DEC, ROOMS = ~,~ SO]L. F,RF1N.: F"I',.."E:F'.) ....1.~..,
THE F~:EQLIZ RED :,I,~.E OF THE .:,L ,. L RE,_,UF.F T.[UN. :~-, t EH ......
THE LENEiTH D~MENE;ION ~:~; THE LENGTH *::~N FEET) OF THE TRENCH OR DFe. FI~NF!ELD.
THE DEF'TH OF FI TRENCH [)R PIT ZS THE [>ZSTF~NCE E:ETWEEN 'T'HE SlJF:FRCE OF THE
GROL.1ND FIN[:, THE E:OTTOH OF THE EXCFWRT~ON (]:l'..I FEET).
'T'HERE ZZ NO SET WIDTH FOR TRENCHES.
T'HE .= .r-~,=_ DEF'TH THE MINIMUM DEF'TH OF aR'FF/EL E:ETb[EEN THE O I~'F'RLL F'~F'E
F~N[::, THE E:,:,TTC:r~ OF THE EXC:FP,,,'FFF~ESJ ,tIN FEET::*.
F'EF::M I 'T' f:IF'F'L I C:FINT Hf::IS THE: F:ESPON51E;I L I T"r' TO I NF'ORH r.'lI ::, [:,EPRRTMENT E:,UR ]: NG
- , ............. :" 'l ,z.- THI-, rt,.r-..
.LiL:,F~ ti..-'1 [_N :[N.:,FE._.fI.Iq..., OF' F!~.~9 WELLZ FiD..'rRCEN'T' "['O" ,: '-"""-'"P'PT" FIND "ODE'
NU!"IE:ER 3P RESIDEf',ICES THRT THE WELL_ WILL SERVE.
MIIqIHL!H [>ISTFtI",tC.E BETWEEN F:I WELL RND Rl'.,Ih.' ON--S]i]'E SEWRC-iE [>ISF'OSFIL E;'YSTEH I':2;
1.00 FEET' FOR: FI F'RI',/FfTE !4ELL OF,: :1.50 1"O ~::OO FEET FR[)H R PUBLIC HELL DEF'EN[:,ING
UPON THE T"r'F'E OF [::'UE:LIC I,!EL.L.
h'l]:l",l:[f"lL!M [:,ISTFtNCE FROM R PRI',,,'FFf'E WELL. TO R PRI',/Ff]"E SEWER L. INE I:.E; ;?5 FEE:T FIND
TO R C:OI',!HUN:ET'Y :.T:,EI4ER LINE :IS 75 FEET.
WELL LOGS FIF:E: REE:!UIF;:ED F:IN[> i',IU:i.E;T BE RE'T'UF~'.NE[.':, TO THE DEPflRTMEF,IT WI'T't.!IN :7~:!;:~ [>f:P¢S
OF' THE WELL. COMPLETION.
O'THEER REQUIREMENTS MFt'¢ FIPPL.'?'. SF'ECIFICFITIONS fil'.,l[.':, CONSTF~:UCTZON [:,IRGF?FIMS FIRE
F¢,,,'FIILF:IE~L.E TO :[NE;[JI?.E PROF-'E[:?. INZTF!LLFiTION.
]:
±:
F'OF;;:TH E?¢ THE: MUN I C ): [:'RI.._ :1: 'TY OF' RNC:HOfi?RGE.
2: I WILL INS'TFtLL THE S"?E;TEM IN FtCCORDRNCE IqZ'I"FI THE
2:: I: L$.E:,E[;:STFIN[:, THE Oi",I-':.:.;ITE SE!4E~;'¢'Z, TEH HFP'r' [;;:EE.h]IF:E ENLf:fi'TGEHEF,'T'
': ": ..... :" ': IE; EOEL. E[) TO lh!E:LUE:'E i"lCJ~/. THFIN 4 E:EE:'ROOMS.
· EF. [ lC TH[:I'I"
_ . H ....... L
;[ F!M FF~H!LIRR b. IITH THE F?.E[;!UIFEEM[;'2,!TE; F:")R'
Il::' THE:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
~[~ SOILS LOG
PERCOLATION
TEST
PERFORMED FOR:
DATE PERFORMED:
SLOPE SITE PLAN
LEGAL DESCRIPTION:
1
6
10
12
~4
17
2O
WAS GROUND WATER
ENCOUNTERED? R/
Gross Net Depth to Net
Reading Date
Time Time Water Drop
COMMENTS 'T~I i ~') '~ ',? ,¥ ~
-
~ / 'DATE: ~:t~' "-~/'~' ~
PERCOLATION RATE jf~ { (minutes/inch)
TEST RUN BETWEEN J FT AND ~' FT
SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF
DRILLED AT THE RATE OF_ ~'99.00 PER FOOT.
PROPERTY OWNER .'. ~. /".L.L.Le.?. Con-o.~.. ,7104 ('.,. 1~."U'L.L ,~n.ch.o;~.($~.e. 9950~ ~279-0~07
LOCATION OF WELL SITE. ::7-L. I,t,.. _Z - ,, T&
WELL LOG:
3/4 ,l~ ~.~e..Su.0ae?z~.Lb. Le. ~ :~./~. .d~a~.kd. be. Z,~.o~':,~Led 20 re: ~ of.f.
COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING.
;57..0. O(,
WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF
DATE
THANK YOU VERY MUCH,
BERNIE CLAUS OF RAMPART DRILLING WORKS
%,,( ,'~/~
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www. muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 017-072-06
1. GENERAL INFORMATION
Complete legal description
Expiration Date: ! I- 30 - / /
SOUTH HILLS, BLOCK 6, LOT 12
Location (site address) 7860 RABBIT CREEK ROAD, ANCHORAGE, AK 99516
Current Property owner(s) SEAN & LISA MCCALLISTER Day phone
Mailing address
Lending agen~ ~'' ':
Mailing address
Real Estate Agent
PO BOX 2983 VALDEZ, AK 99686
Day phone
Day phone
Mailing Address
Unless otherwise requested, COSA will be held by DSD for pickup.
TYPE OF .WATER SUPPLY:
IndividUal "~
Well ':": []
Individual Water'Storage []
Community Class.~ · Well []
Public Wafer System []
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
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 sample results. (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.
subject to these various and dynamic characteristics and are outside the control of the
evaluator of the well and septic system. Therefore,
ArcTerra can not give any estimate of how long a
system will function satisfactory for current or future
occupants or can ArcTerra guarantee that no unseen
encroachments, deficiencies or discrepancies exist.
Name of Firm ARCTERRA CONSULTING, INC. Phone 868-3792
Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577
Engineer's Printed Name KENNETH M. DUF~US Date 08/25/2011
Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The
assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow
and absorption rates may change due to subsurface conditions that may not be observed from the surface,
changes inland use, lOcal soil characteristics, groundwater levels that may fluctuate during the year and the
water usage of the family being served by the system. The operational life of all well and septic systems are
bedrooms.
DSD SIGNATURE
~ Approved for
DisaPproved.
Conditional approval for
bedrooms, with the following stipulations:
..
: O.-S T
= WASTEWATER
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
X
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Repod
Other
Original Certificate Date:
Municipality of Anchorage
Deve pment ServiCes .Department
Building SafetY Division
On-Site Water & waStewater Progrsm
4700 Bragaw Street
P.O. Box 1.96650
Anchorage, AK 99519-6650
www. muni.org/onsite
(907) 343-7904
i CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
A=
Legal Description: SOUTH I-]~LS, BLOCK 6, LOT 12
Parcel ID: 017-072-06
Total depth 260
ft. Cased to
FROM W~ELL LOG
(Y/N) ~
260 ff.
Date of test 11[Io/81_
Static water level 40
Well production 2.0
WATER SAMPLE RESULTS:
Coliform N]~G colonies/100 mL Nitrate ND
Arsenic: ND .mg/I Date of sample: 8/18/2011
B. SEPTIGIHOLD~NG TANK DATA
Tank TYpe/Material ST]~/~teel
mg/L
Date installed 8/5/2010
Wares Properly .protected (y/N)y_
Casing' height (above ground) 12+ in.
AT INSPECTION
8/18/2011
37 ff.
2.7 g.p.m.
Collected by:. ArcTerra
Tank size I500. gal,
NUmber of Compartments_2 Cleanouts (Y/N) _Y Foundation cleanout (y/N) Y Depression over tank (Y/N) N
High water alarm (Y/N) ¥ Date of pumping See Attached ~vIaip_tenance Pumper And~'s
ABSORPTION FIELD DATA ..
Date installed. 8/~/2,010 Soil ~ating (g.p.d./~ or ff2/bdrm) 3 System type SHALLOW TR]~NCH
Length 40 ft .... Width _Sff. Gravel below pipe 03 ft. Total depth 3.__~5 ft. (Measured 8/18/11)
Eft. absorption ar~*~'~' Monitoring tube Y Depression over field N
Date of adequacy test 8/18/'2011 Results (Pass/Fail) ~Pass For .zl bedrooms
Fluid depth in absorption fileld before test 0 in. Water added 600 gal. New depth 0 in.
Elapsed Time: 0__ min. Final fluid depth 0 in. Absorption rate >= 600+ g.p.d,
AnyrejuvenationA'reatment(past~12mo:) (Y/N&typ-e)N ff yes; give date ---
D. LIFT STATION
Date i~stalled 8/5/2e10
"Pump on" level at TII~ER
Datum.TANK BOTTOM
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tartk/li~t.station on,lot 109,+
AbsorPti~on ~ on lot 100'+
Size in gallons 1 50:0
in. "Pump off' level at TIMER
Cycles tested Z
in.
Manhole/Access (Y/N)Y
High water alarm level at
Meets alarm & circuit requirements? y
44
On. adjacent:lots 180'+
on ,ad~Ce~ lets 3:~+
in.
Animalcontainment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5% Property line 5'+ Absorption field 5'+
Water main 10'+ Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+
Water Service line 10'+ Surface water 100'+
Curtain drain ~Y+ (Ne~e Known)
COMMENTS
Water main 10'+
Driveway, parking/vehicle storage
Wells on adjacent lots 100'+
Quanics System serviced by Andy Thickstun - AroUnd The CloCk PumPing*
10'+
G.' ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipel records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name KEN'NE/T-~ M. DUFFUS
Date 8/25/201-1
COSA Fee $490.00
Date of Payment
Receipt'Number (~ ~"~ ~ 0._
(Rev. 11/05)
Waiver Fee $
Date of Payment
Receipt Number
r~ ~ LOT 13
O
LU
o ~ "-~ll C.O'S~ ~.~
HILLSIDE WAY
UNOER NO CIRCUMSTANCES SHOULD AN AS-BUILT BE USED FOR CONSTRUC~ON OR FOR ESTABUSHING BOUNDARY OR FENCE MNES.
THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL UABIUTY ONLY FOR THE COST OF THE SURVEY.
LISTED DISTANCES PREVAIL OVER SCAUNG. REPRODUCTION MAY CAUSE ERRORS IN SCALE.
BLOT SUR~,~Ey SURVEY TYPE
rou.~A~o. ~S-BU~L3` SYMBOLS
[] PLOT PLAN . . . AS-BUILT... LO3' SURVEY . . . TOPOGRAPHy O FOUND RE-BAR C C O WOOD FENCE ~ CONCRETE
[] AS-BUILT... NO CORNERS SE:T [] RECERTIRCAllON AS-BUiLT... NO CORNERS SL~-T ([~) ASSUMED ELEV. × X X METAL FENCE ~ WOOD DECK
PLOT PLANS & LOT SURVEYS NOTE:
IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO ONLY THOSE IMPROVE:MENTS ABOVE GROUND AND '~qSIBLE WILL BE
CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE SHOWN. FENCES, WE:LLS, SEPTIC CLEANOUTS, SIDEWALKS, DRIVEWAYS,
TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW
THE EXISTENCE OF' ANY EASEMENTS, COVENANTS OR RESTRICTIONS MAY PREVENT SOME IMPROVEMENTS FROM BRINe SEEN AND LOCATED.
...WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION- PLAT. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED.
SURVEY CERTIFICATION ~.~~..- Prepered by
_,;;lg ...... Rober( E. Johns, Jr. & Assoc
""'"' ~" ~' ~ ~'~ / ~°~h 1" = 60'
FOUNDATION AS-BUILT ~ ' Rec. PIct File NO.-
~ .... ...... ~...,,.~ Scole: Rec. Lot S.F.
~ ~ aa ~-e~t a~,.), of m. ~ I Dote Surveyed: Drovcn by:. Checked
~' "'"'~' aa' ""'"'" - ..... ~ 08/26/11 REJ ~rWL
,,~_ s~,uc~,, AS-B,,,T ~'~~ ** ~-/'1 ~ .,,,:****..,,{y 08/29/11 ~r'":SW2940 W.O. 11-291
ArcTerra ~ngin~ering
20441: ~migan::!Blvd.
E~gle River~ 99S77
Reft Maintenan~, for South ~ills;".Bl~k 6, Lot.12
~ whom il may con,m:
G~ness Engin~ng Group has ~rfom~ maintenance on: the Quaaies Ae~ell in spring of2011. The
system, h~ cu~enfly ~ssed its I year w~ty. The ~w ~uyer will ~
mmnmnane~: con,act wi:~ Around the Cl~k pumping Please con,et Andy .es~ns.~ble m s~gn the
PumPing at 345~9t2'6. · wi~ Around the Clock
1179. Thanl~.~OU for Your assistance.
~701 E. Tudor Road.. Suite .101 * Anctlomge. AK 9950:7 1,59
Ph: (907) 337;6179 * [;ax: (907) 338-3246 · Web;itc: Www.garness;n*gineering.com
SGS Ref.# 1113920001
Client Name ArcTerra Engineering and Surveying Printed Date/Time 08/24/2011 13:52
Project Name/# South Hills B6 L12 Collected Date/Time 08/18/2011 16:45
Client Sample ID South Hills B6 L12 Received Date/Time 08/18/2011 17:04
Matrix Drinking Water Technical Director Stel~hen C. Ede
Sample Remarks:
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date Init
Metals by ICP/MS
Arsenic ND 5.00 ug/L EP200.8 C (<10) 08/21/11 08/22/11 NRB
Waters Department
Total Nitrate/Nitrite-N ND 0.100 mg/L SM20 4500NO3-F B (<10) 08/19/11 AYC
Microbiology Laboratory
E. Coli Negative 1 100mL SM20 9223B A 08/18/11 DLC
Total Coliform Negative 1 100mL SM20 9223B A 08/18/11 DLC
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN ]~4UNICIPALITY OF ANCHORAGE
AND
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
J~--~Dayof /z~cJ~?/$ / of 20 l /, by and between ~O~t~r'7- ~./~/~,~/-/- ,
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 t~,?~ ,¥ ~; :; ' ~-~k'~o~ ~'~ted
at ,.~0 ty "-/-/< /L/,' //fl ]'~- (~ ~ ~ / ~ ., Anchorage, Alaska.
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.
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 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: X///~ ,/~ ~'/__. "'~/
/
/
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
Owner:
Anchorage: Purchasin~ 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:
Date: ~/~d///
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
MUNICIPALITY:
By:
Title:
Date:
The .foregoing instrument was acknowledged before me this~(~ day of
20 It, by , the
~TARYPU~ICFORALAS~. . . . ~ ~_~.~O_}
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www. muni.org/onsite
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 017-072-06
1.
GENERAL INFORMATION
Complete legal description South Hills, Block 6, Lot 12
Location (site address or directions) 7935 Hillside Way, Anchorage, AK 99516
Current Property owner(s) Estate of Margaret Fisher c/o Jemj Fitzslmmons
Mailing address 7935 Hillside Way, Anchorage, AK 995.16
Lending agency
Mailing address
Real Estate Agent
Mailing Address
Unless otherwise requested, HAA will be held by DSD for pickup.
NUMBER OF BEDROOMS: 4
Expiration Date:
Day phone 345-6222
Day phone
Day phone
TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class ~ Well
Public Water System
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
Community On-site
Public Sewer
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given In paragraph 4 by an independent professional civil
engineer registered In the State of Alaska. Certificates of Health Authority 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 HAAs upon request to homeowners. Certificates of Health Authority 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 sample results. (Certificates may be reissued for a pedod 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 Health Authority Approval Guidelines for this application, shows that the
on-site water supply and/or wastawater disposal system is(are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein. I further vedfy that based on the information obtained from the
Municipality of Anchorage tiles 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 Watkins Engineering, Inc.
Address P.O. Box 110443, Anchorage, AK 99511-0443
Engineer's Printed Name Cindy W. Ellis
DSD SIGNATURE "
l// Approved for
Disapproved.
Conditional approval for
bedrooms.
Phone 349-1851
Date /0 -]~0-~5
bedrooms, with the [ollowing sti.~ulat~ .~
Additional Comments
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
(Rev. 01~02)
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date: IAI~ [OS
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw'st.
P.O. Box 196650. Ancho~'age, AK 99519-6650
www. muni.orgfonsite
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: South Hills Block 6, Lot 12
A. WELL DATA
Well type ~
Date c~mplele~d/(,,,0~,,/~ [
Total depth 260 ft.
IfA, B, or C provide PWSID #
Sanitary sea!
Casedto 260, ft,
FROM WELL LOG
Date of test 11/10/81
Static water level 40
Well production 2.0
WATER SAMPLE RESULTS:
Coliform 0 . . . colonies/100 mi,
Arsenic:' NA mg./L
B, SEPTIC/HOLDING TANK DATA
Tank TypelMatedal steel - 3/16"
g.'p,m, ;'
Nitrate u,.~.~., mg./1.
Date of sample:
Par(~el ID: 017-072-06
~ Well Log (Y/N) Y
Wires properly protected (Y/N) ¥
Casing height [above ground) 23 in.
AT INSPECTION
'10/18/03
39 ft.
4.0 w/fluid level @ 204' g.p,m, '~ · ~)
Other bacteria 0 colonies/100 ml.
Collected by: Watkins En~r
Date installed 10/18/03
Tank size 4000 . gal. Number of Compartments ,1 Cleanouts (Y/N) Y
Foundation cleanout (Y/N) Y-DCO Depression over tank (Y/N) N High water alarm (Y/N) Y
Date of ~urnping NA Pump?
/
C. ABSORPTION FIELD DATA
~led NA. _ Soil rating (g,p.d.lft= or ~/bd,rm) System type
Length' ~ , ~ Width I i,~ i I ft. Gravel below pipe ft.
Total d~pth ft. Eft. absorp-~-"fl~:m-arAa I I ft2 ~Monitoring tube Depression over field
Date of adequacy test Results~(Pa~ail) ~ . ' For bedrooms
~ ~VV~ ' , Newdepth In,
Elapsed Time: min, Final fluid de ~th ! in, Absorption rate >- g.p,d,
Any rejuvenation treatment (past 12 mo,) (Y/N & type); = ~ If yes, give date -"---,,~_
Eo
LIFT STATION
"Pump on" level at in.
Datum
SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot NA
Absorption field on lot NA
Public sewer main NA
Sewer/septic service line 25+
Size In gallons Manhole/Access (Y/N)
"Pump off" level at ~ater alarm level at In.
Cycles tested Meets alarm & circuit requirements~~
On adjacent lots 100+
On adjacent lots lOO+
Public sewer manhole/cleanout NA
Holding tank 80
Building foundation 30
Water main NA
Wells on adjacent lots 100+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Property line 45
Water service line 25+
Absorption field NA
Surface water 100+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
p~ ~ ~~~~~iaJ~foundation Water main
Surface water
Water Servlce line ~g/vehicle storage
Wells on adjacent lots
Curtain drain
COMMENTS
New holding tank installed 10/18/03. Well is in easement. Encroachment permits requested.
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date.
Engineer's Printed Name Cindy W. Ellis
Date /~)- ~-O.~
HAA Fee $ _'r'-""~
Date of Payment
Receipt Number ~"l ~-I
(Rev. 12/01)
Waiver Fee $
Date of Payment
Receipt Number
12
AREA ACOUIRED FOR
RIGHT OF WAY,'Ig?5
HILLSIDE DRIVE
Date Da/to Date
Inspector / Inspector Inspector
Comments Conditional Approval
Date Sewer Installed ~ ~ Permit No. Septic Tank Size
~3 ~- ~ Holding Tank Size
Soils Rating Well To Absorption Area Well Log Received
Well to Tank
APPLICANT FILLS OUT LOWER HALF ONLY
Buyer
Address
Lending Institution Phone
Reslty Co. & Agent Phone
Address
Street Location ~.~ ~ ~3 ~T
Ty~o~ Residence
~ingle Family
~ Multiple Family No. of Bedrooms ~
~ Other
Wa~upply
~ Individual A~ACH WELL LOG. A well log is required for all wells drilled since June
~ Community 1975. For wells drilled prior to that date, give well depth (attach log if
~ Public Utilit7 available.)
Sew~ Disposal ~ ~ ~
~lndividual Year Individual Installed: ~_
~ Public Utility When Connected to Public Utility:_
LJ~oldin~ Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
ANCli( IL~GI AI.A,~}KA 99502 06b0
(907) 2{)4 i/l!
April 27, 1982
Margaret Fischer
3001 West 43 Place ~3
Anchorage, Alaska 99503
Subject: Lot 12 Block 6 South Hills Subdivision
The inspection report on the subject property has come to this
department's attention as a result of legal action involving
parties involved in the sewer systems/soils test, etc.
Specific descrepancies are as follows:
(i)
The drawing by S & S Engineers, Thomas Smitl~, is not correct
in its portrayal of lot configuration° The shape of the lot
and lot lines are not correct as platted.
(2)
The sewer system was not installed where the soils test hole
was placed. The lot had extensive soils test by soil firms
at various locations and the only suitable site, which the
permit was based upon, is not where S & S Engineers shows
the installation.
This matter needs resolving between you and S & S Engineers. The
inspection report is not acceptable to this department in the
light of recent information as to location and lot configuration.
The sewer system must be in the location of the permit test hole.
The vast soil work by a number of firms involved with this property
indicated no other site was feasible regarding water table and
percolation.
If there are any further questions, please call this offioe at
264-4720.
Sincerely,
Les N. Buchholz, R.S.
Program Manager
cc: S & S Engineers, Thomas Smith
7125 Old Seward Highway 99502