HomeMy WebLinkAboutLOMA ESTATES BLK 3 LT 4Onsite File
#020-092-40
tKev uwuzria/
Municipality of Anchorage
On-Site Water and Wastewater Section - (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP191399
PID Number: 020-092-40
Dwelling: Single Family (SF)
with ADU Duplex (D) Two Single Family Project: New Upgrade
Name
DEREK ESPELAND
ABSORPTION FIELD -ADVANTEX
Deep Trench Wide Trench Bed Mound
Site Address
16761 VIRGO AVENUE, ANCHORAGE
Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
2 GPD/SF
8 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
2 Ft.
Gravel depth beneath pipe
6 Ft.
Subdivision
Block Lot
LOMA ESTATES
3 4
Fill added above original grade
VARIES 2.02-2.19 +/- Ft.
Gravel length
28 Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Lift Station
Tank
Line
336 Ft'
1
Ft.
Well
50'+
50'+
25'+
TANK Septic S.T.E.P. Holding Other ADVANTEX
Manufacturer
ORENCO / ANCH. TANK
Capacity
1500 Gal.
Surface Water
50'+
50'+
Material
FIBERGLASS
Number of compartments
2
Lot Line
10'+
10'+
-T
NA
Foundation
10'+
10'+
LIFT STATION
Manufacturer
ORENCO
Capacity
1500 Gal.
Remarks
Alarm location
SIDE OF HOUSE
Electrical installed by
MOA INSPECTED
PIPE MATERIAL House to tank 3034 Tank to 3034
Installer A+
drainfield
Drainfield 3034 CC/MT 3034
Inspector FWC
BENCH MARK (Assumed elevation) 100 ft
Inspeection 1s 11/1/2019
11/6/2019
Location and description
2nd
3`d 5/20/20
4t"
IBOTTOM OF LOG SIDING /TOP OF FOUND.
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
8 :"fit k k }
Conditional Approval:
Date.;'
° Te
• ° ° ° ` " " ,°
Septic System
ApprO
Curtis Huffman
���.
/' �_��
Date
CE 128991 •'� ,
���.
b
5/25/20 •���
tl�
Note: this approval does not include well permit requirements.
j PROFFSSOOt
tKev uwuzria/
PERMIT: OSP191399
PID: 020-092-40
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SCALE, 1' = 30
U'
A -C=16,9'
CO MT CO MT
B -C=29.4'
FCO 98.40MH AX20 POD MH 98'37
FINAL GRADE
I 97.88
H 97.51
A -D=25.0'
95.49
ORIGINAL GRADE/—TH19-1
B—D=34.0'
INSULATION
FILTER FABRIC
15' DRG/01-
A—E=45.3'
5.84
3.49 93.49
B -E=44.5'
94.75 1500—GAL FAP
SEWER ROCK
GM/sm-3p
A -F-20.6'
ADTANK
87.49 87.49
B -F=19.0'
28' LONG TRENCH
89.96
NO GRND.WTR.
9/5/2019
15'
80.0/80"
SEPTIC SECTION
SCALE, NTS
LOMA ESTATES BLOCK 3,
LOT 4 SUPPORT@SERVICES:
PREPARED FOR:
A T
OF `���
DEREK & TRACI ESPELAND
16761
���`
VIRGO STREET
ANCHORAGE, AK 99516
9TH
�
FIRST WATER CONSULTING
13030 Sues Way
DATE:
SURVEY:
5/25/2020
BS 5/2020
*. tis Huffman
r CE 128991 $�
Anchorage, Alaska 99516
DRAWN:
FWCS
5/25/20 �'G
(907)350-9566
SCALE:
1" = 30'FESSIo��'
firstwaterAK@gmoil.com
j$
On -Site
S e {'a pro Wastewater
9sp^+y yY Pgrsory {orn
3 L" ry
4700 Elmore 'Rom "
P.O. Box 196650 Ancheregc, AK 99507
Mark Begich wym.mssni.w'gJ6rsif
Mayor (go) 343-:,-_,_-:o4
Well Llog
Permit Number: OSP191399 Date of Issue. 9/23119
Date Started: 10-5-19 hate Completed: 10-10-19
Legal Description: Loma Est. b1k3 lot4 G:3337
Property Owner Name & Address: Espeland Derek
Is wel`1 located at approved permit locatiom? U Yes U No
I
Attention. The well driller shall. provide a well log to DSD within 3q days of completion..
Borehole Data-
Depth
(ft)
Method
of Drilling I X1 air rotary ❑ cable tool
Soil Type, Thickness & hater Strata
From
To
. Ca
ing type: steel
stickup
0
2
W
. Thickness: .250 inches
Diameter:
U
tai
6 inches Depth: 71 feet
er Type:
meter: inches Depth: ,_,__ feet
overburden i
2
4 (
silt &gravel (_
4
71
bedrock i
4
71 t
400
Ca�iag
stickup above ground: 2 feet
Sufic
water level. (froze (ground level): 128 feet
Puhiping
level: feet. after
Recovery
' hours pumping 4pm
Rate: 1 - apm
i4'l�lhod
of Testing- airlift
Wjll
Intake Opening Type:
F-1
10pen End Fx_1 Open Hole
❑IScreened
Stant fect Stopped feet
FE1Perforations
Start feet Stopped feet
Gr
ut Type: Bentonite Volume:gratt.ta.les
i
(
Depth:
20' Start 0 feet Stopped 20 feet
P'n
np, intake Depth feet
_
i
lzu
i p size hp'Brand ;~lame
bi`
Method
Comments:
ll Disinfected Upon Completion' ML [( !No
of Disinfection chlorine tablets
1
Will
Driller: Hefty Drilling, Inc.
#
#
3540 Akula Dr.
'eater Sample Results:
.Arsenic. ug/L
Anchorage, AK 99516
Nitrates: mg,,L
Total Coliiorna Bacteria 0 colonie,,000ml,
i
Other Bacteria: co1/100mL
Attention. The well driller shall. provide a well log to DSD within 3q days of completion..
Development Services Department
Suilding Safety Division
On -Site Water 4& Wastewater Program
4700 Eirnore Roars =�+
P.V. Box 196650 C
Mark Begich Anchorage, AK 99507
Mayor WWW.MLIA.orglorisi#e
(947) 343-nO4
Pump Installation Log
Well Drilling Permit Num ber: -M 9 C� Date of Issue:
Parcel Identification Number:
Legal Description
�� vu 7
I Pump Installation Date: � _ ¥ 9— 20
Pump Intake Depth Below Top of Well Casing: g feet
Pump Manufacturer's Name: �IrL_Pclsr"5
Pump Model: �j V e1C7
! Pump Size I hp
I Pitless Adapter Burial Depth: 1 0 feet
Property Owner Name & Address:
1 .ftv" VdA-)Ck
IPitless Adapter Manufacturer's Name: C w /3— ;V
Pitless Adapter Installer:C11
Well Disinfected Upon Completion.? Yes n No
Method of Disinfection: 9nr �1•t +4 �Vc)
Comments:
Pump installer Name:
�t7. B AK 93x
� 11
�
d finr"ag
Attention: The pump installer shall provide a pump installation lag to the DSD within 30 days of pump installation.
LOT 1
b)
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W
Lo
Lfl
00
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UTILITY
POLE
50.5'
ISEPTIC
IMANHOLES
I"
SEPTIC
LOT 7
S 00002'45" E 240.00'
10' UTILITY EASEMENT
— — — — — — — — — — — —
I
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I
1 -STORY LOG WELL /
S N� BUILDING 23.0
U) i
:i �mo� 230 EPEE
OC' / i-1O� CULVERT /
1
STANDPIPES
�4 / C�
UTILITY J
PEDESTAL
LOT 4
88 181 sq ft
L
0
0
{IIo
I
0
LOT 6
LOT 5
\ o
- ---------
\ 21p��
0
\ F 2�0 0
\ cQ 91
"V41
0 25' 50' OF 419������ �` o
4 9 TH
• .
i Buku Sal o
LS -14837
EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE
RECORDED SUBDIVISION PLAT (76-262) ARE NOT SHOWN HEREON.
THIS DOCUMENT DOES NOT CONSTITUTE A BOUNDARY SURVEY
AND IS SUBJECT TO ANY INACCURACIES THATA SUBSEQUENT
BOUNDARY SURVEY MAY DISCLOSE.
UNDER NO CIRCUMSTANCES SHOULD ANY OF THE DATA HEREON
BE USED FOR CONSTRUCTION OF FENCES, IMPROVEMENTS, OR
FOR ESTABLISHING PROPERTY BOUNDARIES.
GRID SW3337 I NO CORNERS SET THIS DATE I SCALE 1" = 50'
zo
Lq
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CO
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m
m
00
AS -BUILT
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
FOLLOWING DESCRIBED PROPERTY:
LOT 4, BLOCK 3, LOMA ESTATES SUBDIVISION
ANCHORAGE RECORDING DISTRICT, ALASKA AND THAT
THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE
WITHIN THE PROPERTY LINES AND NO VISIBLE
ENCROACHMENTS EXIST EXCEPTAS INDICATED.
DATED THIS 14th DAY OF MAY, 2020, AT ANCHORAGE,
ALASKA.
FIXED HEIGHT, LLC
Land Surveying Services 907.290.8949
WWW. FIXEDHEIGHT COM
JOB # 20073
9/25/19
E.P(,* IIS
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTICIWELL PERMIT APPLICATION
Parcel I.D. 020-092-40
Property owner(s) DEREK & TRACI ESPELAND Day phone 9079030435
Mailing address 17205 MARIJANE STREET, ANCHORAGE, AK 99516
Site address NHN VIRGO, ANCHORAGE, AK 99516
Legal description (Sub'd., Block & Lot) LOMA ESTATES 133, L4
Legal description (Township, Range & Section)
Lot Size 88,181 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field ® Initial
®
Single Family (SF)
(w/wo AD U)
Septic Tank ® Upgrade
ElDuplex
(D) ❑
Holding Tank ❑ Renewal
❑
Multiple Dwellings ❑
Privy ❑
(SF and/or D)
Private Well
Water Storage ❑
a
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
FWCS - Brent Western
(Signature of property owner or authorized agent)
Permit/Rush Fees:$aqo
Waiver Fees:
Date of Payment:
Date of Payment:
Receipt Number:
Receipt Number:
Permit No. 65P191399
Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc
Michael N. Anderson, P.E.
Civil/Structural Engineering and Construction
4661 Natrona Ave. Anchorage, Alaska 99516
Phone 345 -3377 / Fax 345 -1391
Support Services
Brent M. Western
907-440-4601
September 7, 2019
Municipalities of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: NEW WELL & SEPTIC SYSTEM PERMIT
LEGAL: LOMA BLOCK 3, LOT 4
Weve been requested to obtain a new septic & well permit on the above referenced lot. We
propose to install one deep trench with Advantex system to serve the proposed 2-bedroom
residence. The design is based on the recent test holes conducted on August 28, 2019.
The slopes are 15-20% at the proposed septic location. The lot and area are served by private
water. The design will not impact any of the neighboring properties. Please contact Brent M.
Western or me if you have any questions.
Sincerely,
Michael N. Anderson, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191399, Rebecca Carroll, 09/23/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191399, Rebecca Carroll, 09/23/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191399, Rebecca Carroll, 09/23/19
Michael N. Anderson, P.E.
Civil/Structural Engineering and Construction
4661 Natrona Ave. Anchorage, Alaska 99516
Phone 345 -3377 Fax 345 -1391
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOMA EST. B3, L4
PERFORMED BY: FWCS / MNA - I MIKE N. ANDERSON CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT
ON THIS DATE. DATE: 9/5/19
DEPTH
FEET
OG
SOILS
1
ORG/OL
2
3
4
5
6
GM/sm-gp
7
8
9
10
11
12
13
14
15
16
BOH
17
18
19
20
Reading Date Gross
Time
Net
Time
Depth to
Water
Net
Drop
9/5/19 30 min 4 1/16 1 15/16
30 min 4 1/16 1 15/16
30 min 4 0/16 1 16/16
PERCOLATION RATE 15 (MIN / INCH)
TEST RUN BEWTWEEN 3 & 4 FT
PERC HOLE DIAMETER 6
PRE-SOAKED PRIOR TO TEST & ALL READINGS TO
THE 1/16TH. 6 WATER START DEPTH PER READING.
GROUND WATER ENCOUNTERED: NO
IF YES, AT WHAT DEPTH: NA
DEPTH TO WATER AT MONITORING: DRY
DATE: 9/5/19
TESTHOLE # 19-1 DATE PERFORMED: 8/28/2019
SEE SITE PLAN FOR SLOPE & LOCATION
COMMENTS:
VERIFY GROUNDWATER MT
AT TIME OF CONSTRUCTION
PERFORMED FOR: DEREK & TRACI ESPELAND
9/5/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191399, Rebecca Carroll, 09/23/19
M UNICIPALMY OF AN ORALE
ADVAIM CPI) WA rErWArER TREATMENT 5YSTEM
EM
TFW MA17rl'1'HNA UE AND R PAIR AGREEMENT, herein the "ACTREEME NT' rnadf� arur
entered into as of this .' (: -h Tray a_.5 r Air of 20_Lt, Fri €end hen
e , bemn the `�OWNF:R," and the Mnmcipelity c&
Ani�hoTag F herein the "MUM ICIPALiT-Y�, in acux-danm with .Anchorage Municipal Cede
(AM() 15-65.365. to r.vmideFation of the mutual coven mu cmLai ed htxGlira_ the parties to d s
Agrmmcut agrees as foIle s_
1_ Advanced WAis atrr Tr-LCIeatment Syst�ems. The -M IL'''alit} an�+� pc.•,rt,i into ttve
Owner to uliliimb and operatc an Advanced Wastewater Treattn mi System (A C'T'S),
described as P.
low at (lel description)
16 1 I ir- f' _.Are �? R�{s i fllw # - �►; s r c 4 3 Z-
2. MHiir�n=m ReDab-s and AfteratiodL
(Owner is rNuirW to x , understand and initial each sectio)
Tbrou-0ouk the tear of this Agreement, the Owner shall gntar i nto a service agreer:7eni
Vvidli an AWVP'1:4 vic c, and xnaT-F*mance pro-%ider approved by the ML1n1M1iiy gVthe
manufactu -eT's rcpF=i=talkivo. The AW)WIS shad be Maintained in a
con.ditum capable of performing as designed and prWuoing treated septic effluent in
$ocorda we with the equiprr enc% appriwal fox Upemtbon in the Atwoucipality.
W -� it shall bethe respcam—Wity of the OwneE during the tem iflhis Ageerrrew to pay for all
rcpair(s), tuainteaaace, adjustnitent(-.;X replazemant c:zt-,, and inspection its- -1-his
includes € n ann LLO m4tinwnari= fee (typically 3 to $60HD)_
OW- Owner asr m*� that only riair ibmance and repair peri el approved by the Vkmigipality
or the rna mifamrer's repeesentafivt will ms�,t and make any nec emaR. niae tenanee,
Twaiss or permitted alterations to the %ystcxn
L
Owner ackww1cdgcs that regu Ear maintenance of an AW VVTS reduoo�, thc: pr, mbal
faiiur€: of thy: system, w1uch oouf d iriclud-e sevraf e baekula aricl coaly ropairs or dra-Infield
Tgpla
(M --tit, 05� I Rao 18) Ng -e1 of 3
Y Owner ackinow1od c4 that the Municip" may request rcrwds of ricer=ce and
repairs from the manufacbu-er's representatiwe or =3611enartm provider.
"f vrrr r �Lf CiL 4rled�es that Che fmf: fir fail -rig to a ai miri and r iij an 1 WWr.S qty be
rssed m aocordanoc with AMC 14.60-030.
Oveer agrQQ to grant the Municipality rc��cmablQ aouess to test and inspect the
A%lv'WTS. TheNfunicipality wilt sire at Imst 24-hour notice_
Weer agfeeS th►i any s$1G Or transfeT of title of the proExffly Will not occmr without anew
Certificate of On Si be Syb-tums Approval.
1 Owner agrees that the AWWTN ire�tHllaticm and nmintenatice requimxnvrrl- as pro; ided
by the AWW I'S venckrr/imt$Rr7 and approved by the Mwxicipaii Ly arc the governmg
gLU' Jincs for the oommetion, mainLj_-nanoz. and repair of the Owners ACTS.
CwrKwagmes to maintain reit oW mmiWiing ofthe A WT5 as regLu'rod by the
AW V'T4 a[4wivul
I TfraL Tht; t0frrn a this AgeOWLeUt shMlt begin 4m th c date of approval by Lhe
MW&ipalitg to operate the in llcd systems or upon transfer of titL:, and shall o.orrri rme
While the AV4`WTS r. qmTa6onW oT 1Gnrif title is trarksfeff ed.
4_ 1Vor. w:*yer. The failure of the MLm3'4;3'pvlity at any time to enforce a pmvisicm oftbis
Agrcemer t shall in no way cons6fift a waiver of the provimcm-t;, toT i ra any way.affect
the validity of tim Anent or any paft hc.7L* or the right of the M LaaciVality
therexilix to cn£oroe every prmision h f-
5 Armendmenit. -rhi Agrxxncrrc shall be amended by &;4hcri7cd mpresa=Eives of
the Owner and Muni j1pality. Any attempt to amend this aoremwat by either are
uraudiodzed representad ve cw unauthorized rneuryG shall be void
6 .Tari : Choke of L w. Any CAVA aCTiore arisincm frwn this Agrcerra t shall be
brought in the Superior Crum For the Third Judicial district of the Mate of Alaska at
A-eehoraar.. The laws of the State of A9mska shall govem the, raghtc and obligatio u of the
parties under this ASrrx-room
7. Severandill. Any provisions of this Agee it Jb=W invalid by a Court of ootrmpeLeatL
J Un5dwtion shall not. invalidmto the rcmain� PmV.isions of the k7wment_
(r,;V. 0511&2018) Pt�e 2 of 3
By: �2,natue� Date:
Ll �rl
Not
STATE OF 2V-ASKA
7
IRIRD' JUDICIAL DIS-FRTC-r
11he Forpy-c ent -,"as ack-nowlQ&gcd before me this day of
20
TA R Y PUBLIn FOR AEA' KA STATE OF jVASK
My fbrnmission expires:
NOTARYPUBLIC
Ana Fl Hogpwal
omml&n Irma12=
MUNI ICTIP.4-111
Bv.
__(print =me)
(rc-;0-51M2,019)
DaIL-: 91,q 311
Title.,
Page 3 of 3
/ uni¢ipa ty.. -- ,, P.O. BO,,196650
ANCHORAGE, ALASKA 99519-6650
Of (907) 343-4200
A~chorade r~~ Tom Fink,
MAYOR
DEPARTMENT OF HEALTH & HUMAN SERVICES
January 8, 1988
First National Bank of Anchorage
PO Box 110720
Anchorage, Alaska 99510
Subject: Lot 4 Block 3. Loma Estates Subdivision
Permit #870307, Tax #020-092-40
A permit issued by this Department for an individual well
and/or on-site sewer system has expired as of December 31,
1987.
Permits are issued on a calendar year basis by authority of
Municipal Ordinance. A new permit must be obtained from this
Department for any well and/or on-site sewer system not
installed by the expiration date;
If you have drilled the well, a well log needs to be sent to
this Department for documentation of the installation and to
close the permit.
If a private engineer inspected the installation of the on-site
sewer system, the original as-built inspection report (three-part
form) must be sent to this office for review and approval, and
for documentation.
Effective January 1, 1988, a new fee schedule is in effect.
When re-applying for a new permit, the new fees are; $90.00 for
an on-site sewer permit; $50.00 for a well permit; $140.00 for
a combined sewer and well permit.
If there are any further questions, please call this office at
343-4744.
Sincerely, ~
Program Manager
On-site Services
RWR/ljw
enc: Copy of Permit
First National Bank
of Anchorage
November 24,1987
t'{UNI~'~ALITy OF ANCHoP. AQE
DEPT. OF HEAL
ENVIRONMENt- TH &
t,SL PROTECTION
~OV ? 0 10~7
RECEIVED
To Whom It May Concern:
5~is letter authorize Robin War~ of Ward Construction Inc. to act on behalf
of First National Barnk of Anchorage to apply and obtain a permit for Lot
Four (4) Block Three (3) LO?~A ESTATES for a on site sewer system.
Vice-President
Office of the President
ADEQUACY TESTING ENG]Ni ER$
TONY D. I~ARTER, P.E. !0461 HAM?TON DRIVE flNCtlORAGE, ALASKA 99516
907-346-1170
AlT:
Ward Construction
Robin Ward
P.O. Box91443
Anchorage, Alaska 99509
Aef: Lot 4 Block 3 Lama Estates
October.24, ! 987
Dear Robin,
Per your request, I performed a soils log and percolation test on tho
above referenced property. Upon arriving at the property I
investigated the lot and observed locations of sill previous test holes
which were performed by others. Also , I noted the presence of
surface water within the drainage easement. There is no evidence of
a channe~ which weldd indicate a flowing strea~T~. ~herefore, t
sumrnized that setback distances would be established from the
centerline et the recorded easement.
The site plan was delineated on the I~lat map delivered to me. it is
desirable to establish the building site along the western Proi~er~y line
and the absorption area ~n the northeastel~n corne~ Three res! holes
were dug at this ~ocation e~ch identi~yin§ suitable material for
establishing a leach fi~,ld ~see attached).
I spoke with Steve ~..~is of the Department .of Xealth and Mark
Dalton of Community P~lnnning. I eiwlained !he development plan
with each of tllem and asked what concerns they may haVe in
enforcing the municipal ordinances, i explained to them that the lot
contained a valley with a platted twenty-five foot drainage
easement. It was desirable to place the residence and septic tank on
one side of the valley with the leach field on the opposite slope. In'
order to transfer the effluent from one location to the other it will be
necessary to pump through a pressul~ized line crossing under the
e~soment. Marl~ indicated his concerns were re~ated to adequate
~rost depth cover and the area was r~'~d to ~e~.-~isting contours.
Steve would require all separahon distances be ~ne! as contained in
AMC Section ! 5~
Lot 4 Block 3 Lolna Estates cant.
Special engineering will be required to design a system which requires
as little maintenance as possible. Once the structure dimensions have
been defined, I suggest the following:
!o Establish a Iocatinn '~--
The au
frequel
sugges~
This she
mainten
compan§
a pressui
8s a rosu
wi~h time
Tllis woul(~
; septic tank and pump
red setback distances
'ayout.
~ ~ ~,/~ system shall include a
~ ~,~ ~,~, ~, septic tank and the
tailed a minimun of six
'evation.
Isiem will require a more
erage homeowner. I would
4aced on an annual basis.
,lng of the septic tank. iq
ith a local septic pumping
asis. iqlso, because this is
nt will remain in the sag
solidification of the line
to the walls of the pipe.
As-ail alter~ once lhe building site
has been c~ ~o~gl~t~est hole be performed
adjacent to_~._~,p~e~rTe~i[~ence. Tllen an application would be
made to amend the previously obtained permit.
If You have any questions please give me a call.
cc: Steve Morris
Mark Dalton
Sincerely,
To~y~i'ter, P.E.
sert Update ~ale Description
:ORBES ENGINEERING
3221 THIMBLEBERRY :DRIVE' ~
~CHORAGE, ALASKA'99515 '~one .gQ7-349~H88
J'HEREBY CERTIFY T~T ~HE PROPERTY DESCRIBED HEREON ~S ~EEN
SURVEYED ~Y ME~ OR AT MY DIRECTION~ AND T~T THE IMPROV~ENTS
SITUATED THEREON'ARE WITHIN THE PROPERTY LINES AND ~ NOT OVER~ ~.~
LAP OR ENCROACH ON THE PROPERTY LYING AgJACENT THERETO UNLESS ~'." -
OTHERWISE SHOWN, THAT NO IMPROV~ENTS ON THE PROPERTY LYING
ADJACENT THERETO ENCROACH ON THE PRE~HISES IN QUESTION AND THAT
THERE ARE NO ROADWAYS TRANSMISSION LINES OR OTHER EASFJ'IENTS ON
fAID PROPERTY EXCEPT AS SHOWN, ' '
T IS THE RESPONSIBILITY OF IHE OWNER OR BUILDER, PRIOR TO
CONSTRUCTION~ TO VERIFY PROPOSED ~UII.-DING GRADE'RELATIVE TO
=INISH GRAD AND UTILITY CONNECTIONS AND TO DETERHINE THE EXIS-
TENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT
~PPEAR ON THE RECORDED SUBDIVISION PLAT,
~ISTED DISTANCES PREVAIL OVER SdALING, 'REPRODUCTION F~Ay CAUSE
glSTORTION,
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PERFORMED:
LEGAL DESCRIPTION: L~3"'~ "~ ,~/--~¢..,,,~ ,~
7
8
9
10
11
12
13
14-
15
16
17
18
19
2O
Township, Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT
DEPTH? ,./~lJ pO
E
Oepth to Waler After
Moniloring? ..,'Yt P~ Dale:
SITE PLAN
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~)e~'''' (minutes/inch) PERC HOLE DIAMETER
TEST RUN ~ETWEEN -~ FT AND ~ ~- ~T
CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PERFORMED:
LEGAL DESCRIPTION: ~,O"~4 ~]{~,~ La/Y/~ Township, Range, Section:
sLOPE
SITE PLAN
10-
11
12
13-
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth Io Water After
Monitoring? ~
-/
14
15-
16-
17-
18-
19-
20-
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
(minutes/inch) PERC HOLE DIAMETER
FT AND FT
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION:
E
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
2
3
4
5
6
7
8
9-
10-
11
12
13-
14
15-
16-
17
18
19
2O
COMMENTS ~4~ff~
Township, Range, Section:
SLOPE
_ /
SITE PLAN
Oeplh to Water After
Monitoring? ./V~/~', gate:
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE /~-'~ (minutes/inch) PERC HOLE DIAMETER ~'!
TEST RUN BETWEEN F/.~. FTAND FT
PERFORMED BY: '~ ~0'~-'~
CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES iN EFFECT ON THIS DATE. DATE: I 0 -~(~- ~"~
ADEQUACY TESTING ENGINEERS
TONY D. BARTER, P.E. 10461 HAMPTON DRIVE ANCHORAGE, ALASKA 99516
907-346-1 ! 70
Ward Construction
ATT: Robin Ward
P.O. Box 91443
Anchorage, Alaska 99509
Ref: Lot 4 Block 3 Loma Estates
November ! 9~ 1987
Dear Mrs. Ward,
Attached for your submittal is a design to accomodate an on-site
septic system for the subject property. As the dwelling has not been
selected or orientated to the site some assumptions have been made.
Therefore, once the foundation is configured for this lot then the
design should be reviewed for comparability. It has been indicated
that the dwelling will be placed within the location designated as
"Proposed Building Area" on the attached survey plat. A cross-section
of the lot was performed from this area to profile the terrain
between the proposed septic tank location and the drainfield as
identified by TH #2. This information was used to size the pumping
station and plumbing run. Bob Cannon of Alaska Pump and Supply was
very helpful in this area. They have all the materials in stock and will
gladly fabricate this part of the system when the time comes.
The trench system was selected as being the most economical for this
site. Because of the proposed location on the slope it is perceived
that the water table will not influence the bottom of the trench. I'm
indicating that a trench between 4-10 feet below original ground and
75 feet in length will support a 4 bedroom residence . Please be
advised that in accordance with municipal ordinance 15.65.040 H (3)
that an additional soils log and percolation test is required at the time
of installation. (Exceeds 50 feet in length). The following defines the
design components of this system.
Septic System Design:
Assume a four bedroom residence located in the southwest
corner of the subject property.
Assumed elevation of building foundation = 90 feet
Assumed elevation of the septic tank inlet = 85 feet
Assumed eleuation of pump station outlet = 82 feet
Septic Tank: 1250 gallon two compartment steel tank or an approved
equal.
Filter: Zabel Multi Purpose Filter or an approved equal.
Pump Station Components: Attached ( These may be substituted by the
approved equals)
Tank- 500 gallon steel-specs, attached
Pump-ABS Scavenger II Effluent pump- SESH-5
0.5 Hp.
3450 RPM
115/230,208 Voltage
60 hertz
single phase
2" discharge
Dosing cycle = 125 gal/cycle
ABS-FL ball check valve
M2 pitless adapter
JX- Junction box
Tank alert alarm system
2" PVC plumbing runs
Avg. depth for frost cover 8 feet - 6 feet min.
Absorption Field Design:
Deep Trench Specifications
depth to pipe bottom
gravel depth
total depth
gravel width
gravel length
4.0 feet
6.0 feet
I 0.0 feet
2.5 feet
75.0 feet
Deep Trench Design
soils= i 8 min/in or 212sf/bedroom
4 bedrooms a 212 = 848 sf required
Lot 4 Block 3 Loma Estates Continued
Please note that an error was discovered on the 100 ft. setback
described on the survey plat you received dated 10-24-87. This has
been corrected with this attachment. If I can be of further
assistance, please give me a call at 346-1 !?0.
Sincerely,
Tony Barter
Attachments:
survey plat
cross-section
zabel flyer
pump station tank detail
pitless detail
J box detail
pump specifications
alarm specifications
check valve specifications
O~D6U ~=oLzp6~
=err Update Date
:ORBES ENGINEERING 7/ 7 -7
)221 THIMBLEBERRY .DRIVE' ~3~
Drown
~CHORAGE, ALASKA 99515. 'Phone .9Q7-349~H88 c.~.~.
I'HEREBY CERTIFY THAT THE PROPERTY DESCRIBED HEREON HAS BEEN
SURVEYED BY HE, OR AT HY DIRECTION, AND THAT THE IMPROVEMENTS
SITUATED THEREON*ARE WITHIN THE PROPERTY LINES AND DO NOT OYER
LAP OR ENCROACH OH THE PROPERTY LYING ADJACENT THERETO UNLESS
OTHER~IS£ SHO~N, THAT HO IHPROVF.~ENTS ON THE PROPERTY LYING
ADJACENT THERETO ENCROACH ON THE PREMISES IN QUESTION AND THAT
THERE ARE NO ROADWAYS TRANS~ISSIOH LINES OR OTHER £ASEHENTS ON
iAID PROPERTY EXCEPT AS SHOHH.
T 15 THE R£$PON$IBILITy OF IHE OWNER OR BUILDER/ PRIOR TO
CONSTRUCTION/ TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO
zINISH GRAD AND UTILITY CONNECT[OHS AND TO DETERMINE THE E×IS-
fENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS.WHICH DO ~OT
~PPEAR ON THE RECORDED SUBDIVISION PLAT,
.ISTED DISTANCES PREVAIL OVER SCALING. REPRODuCTIoN I,~AY CAUSE
~ISTORTIOH.
Sca le
I"= 60 '
Plat'pm
Description
Lot ~ B Iock._,~
Subdivision
. uniciPa /tYo
Anchorage
P.O. BO . '196650
ANCHORAGE, ALASKA 99519-6650
(907) 343-4200
TONY KNOWLES,
MA YOR
DEPARTMENT OF HEALTH & HUMAN SERVICES
December 17, 1987
Robin Ward
Ward Construction
PO Box 91443
Anchorage, Alaska 99509
Subject: Guidelines Regarding Drainage Easements
Dear Ms. Ward:
In response tO your inquiry about drainage easements, the following
will hopefully clarify how the Department o~ Health and Human
Services handles them.
Drainage easements are designed by an engineer, at the Municipality's
request, to be platted during the design stages of a subdivision.
They are the lowest areas of land with water present or which have
the possibility of water becoming present at a later date.
As a new subdivision developes, more water is brought to the surface
by individual landowners until finally there may be water running
in all available drainage ditches. In the past there were not as
many dedicated drainage easements as required now. Consequently,
today there are many septic systems within the required 100 foot
setback to surface water.
We do not have a provision in the wastewater ordinance ~reventing
the placement of a septic system within a drainage easement. We do,
however, carefully review permit applications we receive proposing
to construct a septic system within a 100 feet of a drainage
easement.
When we received.the permit application for Lot 4 Block 3 Loma
Estates, I personally visited the site. I saw a low lying area on
this lot with a spungy surface and swamp type grass growing within
the drainage easement. Water was also noted in the easement. In my
opinion this drainage easement will require a 100 foot setback to
protect the water course running through it.
Robin Ward, Ward Construction
December 17, 1987
Page Two
It was my responsibility based on my past experience working
around drainage easements to be sure all soils tests and reserve
area were outside the setback of this drainage easement. This
will help the perspective buyer to obtain the necessary health
authority approval from this department needed to buy, sell or
refinance with a financial institution.
If you have further questions about this or any other topic
regarding wells or on-site wastewater systems, please call this
office at 343-4744.
Sincerely,
Daniel J. Roth
Civil Engineer
On-site Services
DJR/~jw
cc:
Gus Andress, P.E., Manager
On-site Services/Water Quality
WARD CONSTRUCTION, INC.
P.O. Box 91443 · Anchorage, Alaska 99509 · (907) 694-7563
December 7, 1987
Mr. Robbie Robinson
Municipality of Anchorage
Department of Health and Human Services
825 L. Street
Anchorage, AK 99501
MUNICIPALuy OF ANc
DEPT. OF
ENVIRONMEN~AHI EALTH
/~L PROTECTION
RECEIVED
Dear Robbie:
I am enclosing, a copy of a letter I received from Tobben
Spurkland regarding the Loma Estates lot that we discussed.
Could you please write a letter to me explaining the
regulations regarding a platted drainage easement. There
does not need to be any reference to Tobben or his
involvement. What is am looking for is information in
general.
I appreciate you help and guidance in this matter.
Thanks again,
Robin E. Ward
WARD CONSTRUCTION, INC.
~NSULTING ENGINEER
3w. 15th' AVE~ C?~ SUI
TELEPHONE! (g07~
?RUCTIO
i
dated October 7, 1987, must
a, misunderstandin§ between you'and-
.th~..at-- the . Munici[
:the~ State-~: DECal'nor~ the Municipality?il,.havei~--
ula[ions~i'~2'requiring '~'minimum set-backs..for-.i%se
~.~'from~')latted drainage~easements.
h-:~:~S~ate~.DEC !and.'ithe'Municipality have'a. 100-foott"~.se
~ ~m~nbL~ ~bet~wee~ ~components of a septic"'~'system~.%
~?i~maj.or'drainage~course, or any~source ofl_~domes'
~-~"Surface:Water".bein§ interpreted,by
~e~ or~.water accumulation (
~er~'on;':_ or persoas,.~_iyou contacted-at'tho Health :Departmen~
the.erroneous assumption that the ~'draina~,
~:.'4,..~;~ Block~3, Loma Estate, defined .an;.existin¢
water course; if that is ~the~ ca~
~,~ithey~/' told'you a 100-foot separation
d~/~??However, I:~do not understand why you were'not asked:7
~within .the~easemen
s?a/Platted easement only,
~er:{~course~ is~ contained ~within the easement, therefore
..~exist~ and_the locations of the~ testDits
ith State and Muni¢i
?,E. ~
un cip Hty of Anchorage
MEMORANDUM
DATE:
TO:
FROM:
SUBJECT:
September 21, 1987
Jewel Jones, Director
Robert W. Robinson, On-site Services Supervisor ~
Denial of Application for On-site Septic System
Lot 4 Block 3 Loma Estate Subdivision
As indicated in the attached letter, Mr. Tobben Spurkland, P.E.,
recently advised Ms. Robin Ward that "the soil conditions shown
on the test logs are not suitable for standard septic systems."
What Mr. Spurkland said is true as far as it goes; however, I
believe several comments should be added.
Ail five (5) of the soil tests taken by Mr. Spurkland fall
within the 100 foot setback requirement from the designated
and platted drainage easement. Unless Mr. Sprukland attested
as a professional registered engineer that the dedicated
drainage easement would at no time during the year carry
sufficient water to be classed as a stream under the State
of Alaska, Department of Environmental Conservation stream
interpretation, then a septic system could not have been
installed at any of the soil test sites regardless of the soil
conditions.
Before it can be assertively stated that the subject lot does
not have suitable'soils to support an on-site septic system,
additional soil investigations should be made. These tests
should be conducted in.the southwest corner of the lot
(approximately 10,600 square feet), and in the northeast corner
of the lot (approximately 28,700 square foot area).
I believe the statement made in Mr. Joseph S. Blair's letter
dated October 10, 1977, to the effect thaZ the subject lot
would support an on-site sewer system is erroneous. The soil
tests conducted by H.W. Waterfield and marked as being the ones
pertinent to the subject lot were test holes #1-2, #3-2, ~1-6,
and ~1-4. None of these tests, or for that matter, none of
H.W. Waterfield's soil tests were closer than 180 feet to the
subject lot. Even under the 1977 guidelines there was not
sufficient data available to show that the subject lot would
support an on-site septic system.
RWR/ljw #4
cc: Gus Andress, P.E., Manager
On-site Services/Water Quality Programs
Lee Browning, P.E., Manager
Environmental Services
. . . _ ~ : ~ ~ h"~-.; -.-~." ANCHORAGE.TELEPHONE: ALASKA(9071 279-39199501
-:- !-. ';' : ..... :. CONSULTING ENGINEER - ;' . -, - .-' ' ~.~.-':-'
6
Deer Robin;
-~.: ~-}"~! P~r '~-~ur'~'re~est I identified and log~ed the --:is~il ' conditions '
'- ~ -'. found in test pits oxcavatod by 8ill Loveless on Augus~ 13, 1987.
~he attached soil ions ,how~ the cond~t~on~ found. :_ ' ' :'
- - or ~more of organic mater~ais..-. In the -draw, ~. ~alle7, the
............. feet- in hole $ 4. Under the _cobbles were silt and .sands. All :,.' ..
' ' '-' ' .. :.~ t~ee :t~s'tpits in the lowlaying area showed .fre~ grqundwater at .
_..L_~J-.}7'_?hills~de.~;:Thes~ two testholes showed organic .materials over very
,¥.~ ....... -;--_ dense -~-silts.' '.-.A ·perc test -.was run - on ~.~'his - silt giving a ........
'" :'~-:" '=~' ~_ ,'.'-'-~'".standard septic systems is 60 minutes per inch..; -
.. ,. _; }~The' %s0ilconditions "shown on the testlogs 'are 'not.:&suitable'.:for
: ':.: ;-'--~' '~i-i::st ~nd~rd' ~ ' '~"~' "~ /:~&ptic :~ ~s~&ms'.'~:~Ls~ate ~'~egulati6ns '~qui~ 'a 'six -'-feet
-.~'.-~:~':.:~:'-~.r~sebarat~6~':--between the'~tom 'of the ,-septic.'-'system -an~ an' "
- '" · '~" ~:~ ~:.":- .~:~'~:impervious iayer~'~the hardpan, and .four feet separation t0 ground .~ ~.~.:-'~'-:
.~." -~}} wate~2~'}'The~e are some'experimental systems that may be suitablo ..........
,,;-:-~;~:~-.~';~-::~or-'.this '-,~lot,-~,~.obtaining permits .for these systems may be -;time .:.~.,.-.~.-
~ecert Upd;ate . JlOale
FORBES ENGINEERING
10221 THIMBLEBERRY ,DRIVE ~ "
~NCHORAGE, ALASKA 99515.,~0ne .9Q7-349'~88 j~,~.~
]'HEREBY CERTIFY T~T ~HE PROPERTY DESCRIBED HEREON
.SURVgYED BY HE, OR AT HY DIRECTION, AND T~T THE tEPROV~tENTS
.'."SITUATED THEREON'ARE WITHIN THE PROPERTY LINES AND ~
· ~R ENCROACH ON_THE PROPERTY LYING ADJACENT THERETO JNLE~S
· ' · ADJACENT THERETO ENCROACH ON THE PREHISES I,'l OUES'[10N /,,ND
· THERE ARE H(1 ROADWAYS TRAHSHISSION LINES OR O'~I~ER EASEJtENTS ON
SAID PROPERTY EXCEPT AS SHOWN, ~ ~ · CHARLES E,
.. ..... JT IS THE RESPO'NSJBILITY OF THE O~IER OR BUILDER, PRIOR TO ~,%. LS-7326
~ !. CONSTRUCTION~ TO VERIFY PROPOSED 2,UILDINO GRADE'REL~TIVE TO ~?~.-.. ...'%.~a'
FIHISH GRAD AND UTILITY CONNECTIONS AND TO BETERIi[NE THE E×I5- ~ cZ./ .. .....
TENCE OF ANY EASEHENTS,- COVENANTS. OR RESTRIC':'!O~S t~HI~.H DO NOT
;te, PPEAR ON THE RECORDED SU~OIVISlON PL~T, ,
~. LISTED D, ISTANCES PREVAIL OVER SCALING, [~EPROD'J:'~]O.! ~'-~Y CAUSE
~ DISTORT.OH, ·
CONSULTING ENGINEER
203 W. 15th AVE "C" SUITE ;'03
ANCHORAGE, ALASKA 99501
TELEPHONE: (907) 279-3916
LOG OF TEST HOLE
TEST PIT
LOGGED BY: TOBBEN SPURKLAND
MATERIAL.DESCRIPTION
CONSULTING ENGINEER
203 W. 15th AVE "C" SUITE 203
ANCHORAGE, ALASKA 99501
TELEPHONE: (907) 279-3916
LOG OF TEST HOLE NO.
DATE: :~' '7' '.'~
TEST PIT
LOGGED BY: TOSBEN SPURKLAND
MATERIAL DESCRIPTION
<~&& ANl(-.$
o4: ~,o L~_.
(.
CONSULTING ENGINEER
LOG OF TEST HOLE NO. -%
DATE
TEST PIT
LOGGED BY: TOBBEN SPURKLAND
203 W. 15th AVE "C" SUITE 203
ANCHORAGE, ALASKA 99501
TELEPHONE: (907) 279-3916
MATERIAL DESCRIPTION
CONSULTING ENGINEER
LOG OF TEST HOLE NO. ~
TEST PIT
LOGGED BY: TOBBEN SPURKLAND
MATERIAL DESCRIPTION
203 W. 15th AVE "C" SUITE 203
ANCHORAGE, ALASKA 99501
TELEPHONE: (907) 279.3916
CONSULTING ENGINEER
203 W. 15th AVE "C" SUITE 203
ANCHORAGE, ALASKA 99501
TELEPHONE: (907) 279-3916
LOG OF TEST HOLE NO.
TEST PIT
LOGGED BY: TOBBEN SPURKLAND
MATERIAL DESCRIPTION
Anchorage
POUCh. 0-650
ANCHORAGE. ALASKA 99502
(907) 279-2511
GEORGE M, SULLIVAN,
MA )"OR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
(825 "L" Street}
October lO, 1977
TO:' Whom it may concern
SUBJECT: On-site sewer systb~ lot 4 block 3 T,oma ~.states Suhd±v±s±on
Review of the files reflect a soils analysis was conducted on the above
referenced lot by H. W. Waterfieid P. E. on Janua.y 31, 1976 and indicated this
lot would suppcrt an on-site sewer system if properly located, installed
and m&intained,
If there are any questions, please contact this office at 264-4720.
.;PJ11 T NO.
825 'L ~'REET, ANCHORAGE/ , ~ 264-472B
WELL I=IND ON--5 I TE SEWF.. R PERM
( ~88485 >
I CANT
CRT I ON
GAL
RUTH KEITZ
VIRGO AVE
L 4 B 3 LOMR ESTATES
56?0 COPE ~502
LOT SIZE
274-0455
SQUARE FEET
PE OF SOIL ABSORBTION SYSTEM IS: TRENCH
~IMUr~ NUMBER OF BEDROOMS = 4
SOIL RATING (SC FT?BR)=
REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM
EPTH= ~-2 LFNGTH= 58 6 R !=1".,' E L DEPTH,-- 8
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE I~'NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
..
SQUIRED SEPTIC T~NK ~IZF= :3-75~ GALLO~S
~f~IT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
~TRLLRTION INSPECTION~ OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
1PER OF RESIDENCES THAT THE WELL WILL SERVE.
;KFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
~ARTMENT WILL BE SUBJECT TO PROSECUTION.
IIMUM DISTANCE BETWEEN R WELL AND ANY ONOS~TE SEWAGE D'ISPOSRL SYSTEM IS
i FEET FOR R PRIVATE WELL~ OR
~ TO 200 FEET FROM R PUBLIC WELL DEPENDING UPO~¢ THE TYPE OF PUBLIC WELL.
.L LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN ~0 DRYS
THE WELL COMPLETION.
lEE REQUIREMENTS MRY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
I£LRBLE TO INSURE PROPER INSTALLATION.
.~-'ERM ~[ T EXP I RF$ DECEMBER _~::L~
RATIFY THAT
RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET
TH BY THE MUNICIPALITY OF ANCHORAGE.
WiLL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE,ENLARGEMENT IF THE
IDENCE/Z~ REMODELED TO INCLUDE MORE THAN 4 BEDROOMS.
..................
VO. 2
~lUmd$
CO~.t,,'ec:, dr4.
Os's)
brvw~
'
? 1. Test hole
,,,, Corner o~
~. Number~ in porent~;esi~ ore
NOTES
c ao.rd~no t~s 'ori~i n~te
Sec 3 (the 5~":
L~ma $obd(vision).
December 29~ 1978
~7~0405
Ruth Keitz
5~70 Cope
~chorage, Alaska 99502
Subject: Lot 4 Block 3 Loma Estates Subdivision
A permit issued by this department for well and/or
sewer system has expired.
Permits are issued on a calendar year basis, as stated
on the permit, by authority of Municipal ordinance.
If you have drilled the well, a well log should be
sent to this ~epartment to document the installation
date°
If there are any further questions~ please contact
this office at 264-4720.
Sincerely,
Les No Buchholzv RoSo
Senior Environmental Specialist
enc: copy of permit
,~ - , DEPARTMENT 0F~--'~'RLTH AND ENVIRONMENTBL P~'~CTION '~ ~
8~ '"L' ~REET, 8NCHORBGE.. BK. 995.,
264-4720
HELL Rt-~C) CIt~--S I TE SEL,IER PEEt-1 I T
PERMI~ N0. ( 780405 )
APPLICANT RUTH KEITZ 5670 COPE 9'3502 274-0455
LOCATION VIRGO AVE
LEGAL L 4 B ~ LOMA ESTATES LOT SIZE 897~ SQUARE FEET
TYPE OF SOIL 8BSORBTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (SQ FT?BRiI= 150/
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
['~ E F' T !'-{ = :12 L El'-JI] T H= _?--e, GRR'-,-"EL [:~EPTH= 8
THE LENGTH DIMENSION IS THE LENGTH <IN FEET> OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET>.
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET>.
E:EQLi I RED --?,~ EPT I C: TRY-IF _$ I ZE= 1251-3 GRLI._C~I%IS
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL NILL SERVE.
THO ( 2 ::, I I'-.ISPECT I 01'-,15 i:II~:E REC~.IJ I ~:E [-',
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND 8F'PROVRL BY THIS
DEF'RRTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL. SYSTEM IS
100 FEET FOR A PRIVATE WELL~ OR
t50 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC NELL.
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN ~0 DRYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
F'ERM I T E:=~:P I RES E. ECEMBER --?---1..-
I CERTIFY THAT
l: I RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS'SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
g: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT
RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS.
SIGNED:_ -~.
APPLICANT RUT~T~
I F THE
V~. 2
~Ctober 10, 1977
TO: Bhom it ~ay concern
FROM: Joseph S. Blair, R.S.
SUBJECT: On-site sewer syste)~ lot 4 block 3
Review of the fltes reflect a soils analysis was conducted on the above
referenced lot by H. W. ~Jaterfieid P. E. on January 31, 1976 and indicated this
lot would support an on-site seWer syste~ if properly located, installed
and maintained.
If there are any questions, please contact this office at 264-4720.
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Certificate of On -Site Systems Approval
Parcel I.D. 020-092-40
1. GENERAL INFORMATION
Complete legal description LOMA ESTATES BLOCK 3 LOT 4
Expiration Date: i - 2--20Zj
Location (site address) 16761 VIRGO AVENUE ANCHORAGE AK 9951
Current property owner(s) DEREK & TRACI ESPELAND Day phone
Mailing address
Real estate agent
17205 MARIJANE STREET, ANCHORAGE, AK 99516
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY:
Private Well
Private Septic
Water Storage
❑
Community Well
❑
Public Water System
❑
Day phone
TYPE OF WASTEWATER DISPOSAL:
Private Septic
Holding Tank
❑
Community
❑
Public Sewer
❑
Waiver request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $
Date of Payment
Receipt Number
Waiver Fee $
Date of Payment
Receipt Number
COSA # Waiver #
5. 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. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm FIRST WATER CONSULTING Phone 907-350-9566
Address 13030 SUES WAY ANCHORAGE AK 99516
Engineer's Printed Name CURTIS HUFFMAN PE Date 10/1/2020
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. 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 in land use,
local soil characteristics, groundwater levels that may fluctuate during the year, quality of
construction (workmanship & materials), the water usage of the family being served by the
system and maintenance. The operational life of all well and septic systems are subject to
these various and dynamic characteristics and are outside the control of the evaluator of the
well and septic system. Therefore, any estimate of how long a system will function satisfactory
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting & FWrs
6. DSD SIGNATURE
_ System #1 Approved for 3 bedrooms
System #2 Approved for bedrooms
Disapproved
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Curtis Huffman '
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128991
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Conditional approval for bedrooms, with the following
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By: Original Certificate Date: C,— 202,0
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
WATER AND
WAST' o
J
^v''ATER
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By: Original Certificate Date: C,— 202,0
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
Legal Description: LOMA ESTATES BLOCK 3 LOT 4 Parcel ID: 020-092-40
If more than 1 septic system on lot: COSA Checklist # _of _ Structure served by this system
A. WELL DATA — NEW WELL
® Well log is filed with Onsite (or attached)
Date drilled 10/10/2019
Total depth 400 ft
Cased to 71 ft
® Sanitary seal is functioning correctly
® Wires are properly protected
Casing height (above ground) 24 in.
Date of flow test for COSA NEW WELL
Static water level at beginning of test 253 ft.
Well production at time of test 1 gpm
Comments
B. TANK DATA — NEW TANK
Age of tank(s) 0 years
Tank type/material ADVANTEX / FIBERGLASS
Measured operating fluid level in septic tank
® Standpipes/foundation cleanout per record drawing
Date of pumping
D. ABSORPTION FIELD DATA — NEW FIELD
Which system tested (date installed) 1/23/2020
® ALL standpipes present per record drawing
Total measured depth from grade 10 ft (max)
Measured depth to pipe invert from grade 4 ft (min)
❑ N/A — pressurized field
® Monitor tubes go to bottom of effective. If not, state
depth into effective
Water storage tank volume gallons
Well disinfected for coliform test? ❑ Yes ® No
® Coliform bacteria is Negative
Nitrate mg/L ® Nitrate less than MRL (ND)
Arsenic ug/L ® Arsenic less than MRL (ND)
FW{t;5
Collected by e=°
Dateof Sample 5/19/2020 & 9/23/2020
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Liftstationmaterial
Comments:
Adequacy test date
Results M Pass For 3 bedrooms
Fluid depth prior to test _ in
Water added _ gal
New depth _ in
Elapsed time min
® Code -required soil cover over field Final fluid depth in
❑ System presoaked Absorption rate gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N
date of test)
Gallons introduced gallons If yes, enter date
Comments/Deficiencies: FRES
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100' / 50'
Community Sewer Manhole/Cleanout > 100'
® Yes if No * ft
® Yes
if No
Neighboring Tank > 100' ® Yes if No ft
Private Sewer/Septic Line > 25' ® Yes
if No
Absorption Field on Lot > 100' ® Yes if No * ft
Holding Tank > 100' ® Yes
if No
Neighboring Absorption Fields > 100'
Animal Containment > 50' ® Yes
if No
® Yes if No * ft
ft
Community Wells > 200'
® Yes if No
Manure/Animal Excreta Storage > 100'
® Yes
Community Sewer Main > 75' ® Yes if No ft
® Yes
if No
ft
ft
ft
ft
ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ® Yes if No ft Surface Water > 100' / 50' ® Yes if No * ft
Property Line > 5'
® Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
® Yes
if No
ft
Private Wells > 100' / 50'
® Yes if No
Water Main > 10'
® Yes
if No
ft
Community Wells > 200'
® Yes if No
Water Service Line > 10'
® Yes
if No
ft
If septic tank is under driveway
comment below
From Absorption Field on Lot to: (Please enter distances
if
less than required)
Building Foundation > 10'
® Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
® Yes
if No
_ ft
Wells on Adjacent Lots:
Water Main > 10'
® Yes
if No
ft
Private Wells > 100' / 50'
® Yes if No * ft
Water Service Line > 10'
® Yes
if No
ft
Community Wells > 200'
® Yes if No
Surface Water > 100' / 50'
® Yes
if No
ft
F. ENGINEER'S COMMENTS
*ADVANTEX SYSTEM
G. ENGINEER'S CERTIFICATION Aow 1i
1 certify that l have determined through field inspections and review OKA •' • • e�j[�
of Municipal records that the above systems are in conformance �.' •;S�
with MOA COSA guidelines in effect on this date. . iM . • • ,';
....1....t....:
. Curtis Huffman •;
�� �'�c •. CE 128991 Ao
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MUNICIPALITY OF ANINCHORAGE
ADVANCF,t) WASjrEWATER TREATjVjENT!5-j,,5TEAiy
MA I NTUM"CE AND REPAIR AGRI CiENTENT
THIS MUNTENANCE AND RT-PATR ,GREEN =, herein the -AGREEMENT'rnadic: and
entered MilLoas of this Day of S t,- of 20 1 by and he-hvwn
-rein the "O'W-NTFR," and the Nlunicipalit�, of
Anchorage, herein the -MUNICIPA= ', in accordancc with .,Amchom, ge Tylunicipal Code
(ANIC) 15.65,365, Tri consideration of the mutual covenanLs contained herein, the parties to this
As,Teem ent agree as'follows-
1. AdvaneedN'81*a�tewaterTreat mentSystems. The Mwiicipality ggranb, Permission to the
ONvner to utilize and op -crate anAdx-anced Wastewater Treatment System. (A' IVIS
described as F i 1
located at (legal description)
71 i
2. INTaintenance,-Revah-s and Alterations.
(Gvvner is required to read, understand and initial each sections�)
1hroughout1fic terra of this Agreement, die Owner shall enter into a sen ice agreement
%,,.,iLh an AWVVMS service and maintenance by theMunicipality or the
ni-inuiacturer's, reprc-.ientativc. The A:WIV'TS shall be maintained in, asatisfactory
condition capable of performing as designed and produci ng treated septic effluent In
accordance with the equipment -s approvatl for operation in the -Municipality.
L2_L Tt shall be the responsibility of die 0%%qier during the term (if this Atueement to pay- for all
repair(s). maintenance, adjustment(sX replacernmt cmts, and inspection costs. This
includes art annual maintonancc fee (typically $400 to $600).
01AIno, aSZTCL--, that only maintenance and repair personnel approved by the Municipality
I'
I ty
or the manufacturer's representative will insport and make any necessar, maintenance,
v
repairs or permitted alterations to the system
Owner aclknowk4,cs that regular maintenance of an ANV\7v'rS rtducL-,s the poten-Cba)
raiure of the s),stcrn,,%,vhich could include sewage back-up and costly repairs or deinfield
(rev. Page 1 of -0
OWnL'T that e Municipality la, -qU(!St TC r Of Ma te
tie ft yre co, ds, in nance and
repairs from the manufacturces representative or inainicnartrx provider.
Q
0,Amcrack-nowledges that the fimo forfailin-g-to maintain and feliairan ANVIVNTTS, may be
4--,scssed in accordance willi AMC 14,601 03Q
fV``t Ov.7ier agr= to grant the Municipality reasonabic access to test and inspect. thy,
AWWTS, The Municipality will give at least 24-hour notice
Owmer agrees t1mi any 5 1c or transfer of title of the projxrjiy will not occur �ithout a neve
Certificate of OnSitt Systcms Appro-val.
ONvncr agrees that the AW'"IT.", insta.14tion and maintenance requirements as provided
by the ANVW-I'S vendorhnstalk:r and approved by the Municipality aruthe, gov ernIZIin
.I.,
guidc-lincs for the construction, maintenance and repair of the O%qier's AW" TS.
(;ATL Owner agrees to maintain remote monitoringg of the Ate INV -1-S as requiii-ed by the
ANNIW7'-', approval_
3. Terin. The tc-rm of this Agreement shall Ix -*n on the date of approval by the
gr n
Municipality to operate the installed syyste-4 or upon transfer of title, and shall continue
while the AWWTS is operatioml or until title is transferred.
4. Nonwaive The failure of the Municipality at any time to enforce a provision of this
Agrcem-m,it shall in no way constitute, a Wawier of the provisicms, r,caT in any vyray_afffect
the validity of theAgreement or any part hcrcxif; or the right of the Municipality
Lhereafter to enforce every provision hercof.
5 AmendmenL 'n, L's As�rcemcnt shall only be amended by al4horizcd representatives of
I
the Owner and Municipality. Any attempt to amend this aprcement by either an
unauthorized representa6ve or unaudinTized means shall be void.
6, jAdA iction: Choke of Law, Any civil action arising ffoM t i,q Arcernersha11
be
bro4,�ht in the Superior Cowl for the Third Judicial Distriet of the State of Al:aka at,
Anchgwgc. The laws of the State or Alask.-. shall govern the righLi and Ohl of the
parties under this Agrm-ment
7. Severabili!j Any pro -visions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalid.-Je the rerriaining provisions of the Agreement.
(rcv, 05119''21115) Page 2 of 3
Ry:— - (signature} Date: f
J e--,-, � .:- LfC-�-, rnt name)
STATE OF AL-ASKA )
) ss.
TIM) JUDICIAL DISTRTCT }
The ftyrLgQlr14 lnstriment was ackn4xvlaied before ane Lhis dray of bin
rr
?al�T,
NOTARY PT mi l Z FOR ALASKA STATE OF.ALASKA
MY Commission expires:.F�b�,f142�r X49-9 NOTARY PUBLIC:
le
Ana P. Hogw
f*!Y CcmmEsajcn Bpkaas Feb 3, 2=
MUI ICIPALTTY•
BY- _ (sigmture)
c
(prim name)
Dazs; -
Title:
(rcw•_ 0511$t�20I B) Paste 3 of 3
