HomeMy WebLinkAboutT12N R3W SEC 15 LT 100ATI2N
3W
1
Lot 100A
015-481
-13
Municipality of Anchorage
Community Development Department Page ! of 3
On-Site Water and Wastewater Program
4700 Elmore St. · P.O. Box 196650 Anchorage, AK 99519-6650 · http://vvww.muni.org/onsite · (907) 343-7904
ON-SITE VVATER AND VVASTEWATER INSPECTION REPORT
Permit Number: OSP111070 PID Number: 015-481-13
Name: WASTEWATER SYSTEM [] New [] Upgrade
Susan Merritt ABSORPTION FIELD
Address [] Deep Trench [] Shallow Trench [] Bed [] Mound
4411 E. 102nd Ave, Anchorage, AK, 99507 [] Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
90%830-7016 3 0.7 GPD/SF 4' Max (to top of sand) Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 3.41 Max Ft. 0.59 Ft.
- - Lot 100A Fill added above original grade Gravel length
Township Range Section See Dwg. Ft. 45+ Ft.
TI2N R3W 15 Gravel width Beds: Number of Lines Distance between lines
~L (from logs/tests) [] New [] Upgrade~./'" 15 Ft. 3 5 Ft.
Classific~3... (Private, A, B, C) Total Depth /C~sed~6'~ Total absorption area Number of trenches Dist. between trenches
Existing '~"-~-..:, - ,,.Ft~¢[', - Ft. 675+ Ft2 - - Ft.
Dr er ~'%.~ IDate Drilled ~' IStatic Water Level
- ~"'¢~, ...,-?" I - Ft. TANK [] Septic [] S.T.E.P. [] Holding [] Other
Manufacturer Capacity
Yield IPump S¢'a~ '-~....~asing height above ground Anchorage Tank 1250 Gal.
- GPMJ,.,~:~: ~ii[" %~ - Ft. Material Number of compartments
Water quality testing Coliform - Col/i~ Steel 2
~TATION
~'~senic- ug/L Nitrates-~mg/~-~ Manufactu~el~,_~ Capacity ~'~' '
SEPARATION DISTANCES ~',,,.~. - Gal.
To Septic Absorption Lift Station Holding Sewer Pump on level at Pum~'offJevel a~¢'"' High water alarm at
From Tank Field Tank Line
Well 100'+ 100'+ - - 25'+ -iD,. 2')'h::-,,, -in.
Surface Water 100'+ 100'+ _ Pump make ,aBda~nds'~i Electrical Inspec'tiC~ils-p,gfformed by
Lot Line 5'+ 10'+ - NA / ........... -
Foundation 5'+ 10'+ - PIPE MATERIAL D3034/F810 Sch 40
Curtain Drain N/A N/A - BENCH MARK Assumed elevation 98.00
Remarks: Location and description
Bottom of Siding, NW comer of Barn
Installer Wilco Contractors Inspection 1St 6/6/2011 E0~i~,~,r¢~,,~tsmp
dates:
Inspector GEG, Ltd. 2*~ 6/7/2011
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL ¢~'~ ~U~ ~( ~.
Conditional Approval: Date
Approved , ~ ~,C,x, Date ,,~; -/7~1/
\\Geg 1 \geg ~\TI 2N, R3W~SECTION 15\LOT 100A\Inspection Report Form.doc
PERMIT NUMBER: AS BLT];LT DRAW];NG PARCELID NUMBER:
OSP111070 - 015-481-13
10' UTILITY EASEMENT
C07 C06 .... ~1 ~ ,,,~,k'fF--P, "~
,¢' 7- ;,';o'5 ,o~
...... ........ /
NEW DRA, N~,E,D CeLL //l/ . ::
C02 , CORRAL AREA
:: .., ,, ssT;
APPROXIMATE LOCATION OF ~ ' DBL1 27.18 47.51
/ \ ~ BARN CO1 142.75 155.02
/ \ t C02 142.62 155.29
I ~ I ~ r--'l c03 145.30 158.38
I ~ I r- -- '~ .. OLD DRAINFIELD L~J C04 148.40 162.33
I CONNECTED AS MT
Io I ........... 1 146.62 160.31
I ~ I t I C05 182.18 189.71
,,,/.~'~'E,,.;5~Ea'"/,i4D I~ %1 [~. ~.: :'.!-~.% c07 187.14 196.40
[~ I '~- -- -'~ ~.'"'::~'% MT2 183.31 190.77
O~,V. .,'... :.. ~.,..' , , '.. .
~NEW 1250 CA--ON; ST'-~'n' ~'":;"."%
SEPTIC TANK ~ ~ ~'"-'":'-"t...~
I I STI~ ~ ~-- '.:".":" :\
', -' :-'X'. / PAVED DRIVEWAY ~. it` ::':~
I I ".." '." ·
L_~ ~,~ ;": ':' ;' '
I . ~'.".". ~% '.~ :
.:..{.. ";
CONSULTANTS & GENERAL CONTRACTORS ] . ' ...... i'''l/' .f't''-Z.,--"~..~ .... '. ....
PREPARED ~OR: I P,ONE NUMBER: I PACE NUMBER.' ~'-- X"_--'? .... :
A Ggr ess
SUSA, .~,,~TT I eo~-~;o-~o~e I z o~ ; k~F'~,~"-,¢¢L~,*~°.y~'...'
,ETA, DESCRiPTiON- DRAWN BY: ~'~%.//.. ¢'hSE.-7~S"Z' ..'
~PE o~ WORK: DATE: '~,*¢ ~,~,
AS-BUILT DRAWING OF NEW SEPTIC SYSTEM 6/14/2011 '~..~_%%~.--/
A B
ST1 17,45 40.90
ST2 25,85 46.18
DBL1 27.18 47.31
DBL2 27.93 47.73
DtV 28.60 48.51
C01 142.75 155.02
C02 142.62 155.29
C03 145.30 158.38
C04 148.40 162.33
MT1 146.62 160.31
C05 182.18 189.71
C06 184,94 193.34
C07 187.14 196.40
MT2 183.31 190.77
(Rev. 01/05)
AS BUILT DRAWING
OSP111070 - 015-481-1,3
fFINAL GRADE = 99.05-98.94
ST 1 / ST2
~ NEW 1250 GALLON ~-~
/ I ~ SEPTIC TANK r I 'N
INVERT OF BUNG ~ I I {~ ~AII~ ~DDD I ~INVERT OF BUNG
AT INL~ = 92.47 I k ......... p. [ [ A~ OUTL~ = 92 18
k/ BURIAL TANK) ~] '
FINAL GRADE
95.80-96.6~
FILTER FABRIC
MT CO CO / CO MT
~ ~ ~ / ~ ~ ~ ORIGINAL GRADE
94 10
TH~I
[ ~INVERT OF DISTRIBUTION
/ LINE = 90.69
BOSOM OF BED
= 88.10
~ GROUNDWATER ~ 86.10 (MAY 2011)
GA'RNESS ENGINEERING GROUP, Ltd. ~."49~ ":.~
SUSAN ~ERR 11 907-850-7016 3 OF 5 ~'F3
RSW,
(Rev. 01/05)
~EPLY TO
ATTENTION OF:
Regulatory Division
POA-2011-473
DEPARTMENT OF THE ARMY
U.S. ARMY ENGINEEI~ DISTRICT, ALASKA
REGULATORY DIVISION
P.O. BOX 6898
JBER, ALASKA 99506-0898
JUN - 8 201'I
Ms. Susan Merritt
4411 E 102nd Ave
Anchorage, Alaska
99507
Dear Ms. Merritt:
This letter responds to your May 23, 2011, request for a Department of the
Army (DA) jurisdictional determination for your proposed septic field
replacement. It has been assigned number POA-2011-473, Little Campbell. Creek
which should be referred to in all correspondence with us. The project site
is located within Section 15, T. 12 N., R. 3 W, Seward Meridian; USGS Quad
Map Anchorage A-8; Latitude 61.1289° N., Longitude 149~8000° W.; Lot 100A; in
Anchorage, Alaska.
Based on our review of the information you provided and our May 25,2011
site visit, we have determined the subject property does not contain waters
of the United States (U.S.) under Corps jurisdiction. Therefore, a DA permit
is not required. A copy of the Approved Jurisdictional Determination form is
available at http://www.poa.usace.army.mil/reg/ApprovedJDs.htm under the
above file number. Please contact us if you decide to alter the method,
scope, or location of your proposed activity.
This approved jurisdictional determination is valid for a period of
five (5) years from the date of this letter, unless new information
supporting a revision is provided to us before the expiration date.
Section 404 of the Clean Water Act requires that a DA permit be obtained
for the placement or discharge of dredged and/or fill material into waters of
the UoS., including jurisdictional wetlands (33 U.S.C. 1344). The Corps
defines wetlands as those areas that are inundated or saturated by surface or
groundwater at a frequency and duration sufficient to support, and under
normal circumstances do support, a prevalence of vegetation typically adapted
for life in saturated soil conditions.
Section 10 of the Rivers and Harbors Act of 1899 requires that a DA permit
be obtained for structures or work in or affecting navigable waters of the
U.S. (33 U.S.Co 403). Section t0 waters are those waters subject to the ebb
and flow of the tide shoreward to the mean high water mark, and/or other
waters identified by the Alaska District.
Nothing in this letter excuses you from compliance with other Federal,
State, or local statutes, ordinances,' or regu]_ations.
Please contact me via email at joe.d.white@usace.army.mil, by mail at the
address above, or by phone at (907) 753-2776, if you have questiens.
Sincerely,
'Uoe D. White
Project Manager
Permit Number: OSPl11070
Tax Code Number: 01548113000
Work Type: Septic
Permit Effective Dates: May 26,2011
Design Engineer:
Subdivision:
On-Site Wastewater Disposal System Permit
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
to May 25, 2012
GARNESS ENGINEERING GROUP LTD
T12N R3W SEC 15
Site Legal Address: T12N R3W SEC 15 LT 100A G:2536
Owner/Address: KAISER SUSAN C 50% &
MERRITT SUSAN C 50% 4411 E 102ND AVENUE ANCHORAGE AK 995076581
Site Mailing Address: 4411 E 102ND AVE, Anchorage
Lot Size in Sq Ft: 49504
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y SepticTank 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 Drinking 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 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: ; ~-' .* -~--
Date:
Date: .-~/~/"
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
FOR A SINGLE FAHILY DWELLING
Parcel I.D. 015-481-1,5
Day phone
Property owner(s) SUSAN KAISER
Mailing address 4411 E. 102ND AVENUE * ANCHORAGE, AK * 99507
Site address 4411 E. 102ND AVENUE * ANCHORAGE, AK Zip Code
Legal description (Sub'd, Block & Lot ) T1 2N,
Legal description (Township, Section & Range)
Lot Size *'f~, ~0C[ Sq. Ft.
850-701 6
99507
R3W,
N/A
SECTION 15; LOT IOOA
Number of Bedrooms
3
THIS APPLICATION IS FOR ( [~all that apply): THIS APPLICATION IS AN:
Absorption Field [] Initial
Septic Tank [] Upgrade
Holding Tank [] Renewal
Privy []
Private Well []
Water Storage []
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.
., ~Permi~Rush Fees:
Date of Payment:
Receipt Number:
(Rev. 11/05) ,, ~ /~
Waiver Fees:
Date of Payment:
Receipt Number:
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
May 16, 2011
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Septic System Upgrade for T12N, R3W, Section 15; Lot 100A,
To whom it may concern:
The existing 3 bedroom house is served by a private well and septic system. The drainfield is in a state of
failure and must be upgraded. We are proposing to install a 1000 gallon septic tank and a bed type drainfield.
One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of the
test hole. Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface water concerns within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached site plan, the average topography in the area of the
drainfield is relatively flat. In short, there are no slope concerns.
We are unaware of any a~tverse impacts this installation would have on adjacent wells or septic systems.
you have any questions, please contact us at 337-6179. Thank you for your assistance.
Si~erel~,
ieffrey A-~arneg~S, P.E., M.S.
President
NOTE: ~Attacfied is a site plan drawing, a design drawing and one soil log, which are all part of the design
package for this septic system. (Contact G.E.G. Ltd. for 7page construction specification letter.)
If
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com
Wockenfuss, Deborah M.
From:
Sent:
To:
Subject:
Rob Campbell [Rob@garnessengineering.com]
Wednesday, May 25, 2011 3:18 PM
Jeff Garness; Wockenfuss, Deborah M.
FW: Susan Merritt Property (UNCLASSIFIED)
..... Original Message .....
From: White, Joe D POA [mailto:Joe. D.White@usace.army.mil]
Sent: Wednesday, May 25, 2011 3:15 PM
To: Rob Campbell
Subject: FW: Susan Merritt Property (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Typo in your address on the first one.
Joe
..... Original Message .....
From: White, Joe D POA
Sent: Wednesday, May 25, 2011 3:13 PM
To: ~rob@garnessingineering.com'
Cc: ~Keesecker, Karen M.'
Subject: Susan Merritt Property (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Karen,
Rob Campbell and I met on the Merritt property this morning. The MOA Wetlands Atlas shows
some class C wetlands mapped in the location of a proposed septic system drain field. I
did a JD on-site and found no wetlands on the site. The area of class C wetlands is
questionable but I did not go off the property to confirm.
I will be out of the office starting tomorrow afternoon and don't know if I will be able
to provide the JD letter before I return on June 2.
Joe White
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE
T15N, RIW, SEC 15, LOT 96 T15N, RlW, SEC 15,
N2NE4NW4SW4
SEPTIC X
SYSTEM ~ []
I I
t ] \ /
It , \ /
\ /
"'-' \
\ / \
[ \ /
' ~ / EAST 102N
~ T15N, RlW, SEC T15N, RlW, SEC
] 0 15, LOT 123 15, LOT 122
SCALE:
I I
~"= ~oo i ~
G~{~NESS E'N'GINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
~701 E. ~R RO~ SU~ 101 * ~CH0~GE ~ 99~7 * PHONE (907)~7-6179 * F~ (907)~-~246 * WE~ ~,~:mn~n~in~dn~.com
PREPARED FOR: PHONE NUMBER: ~ PAGE NUMBER: t
SUSAN KASER 907-830-7016 [ 1 OF 2 %
T12N R3W SECTION 15; LOT 100A A.J.G. N'~ '.~: ~./:' ~'/
.... ~.'~A~ ~ -, ..... ~ ~/
SITE P~N 5/25/2011
/
MT 10' UTILITY EASEMENT
CO CO CO
PROPOSED
DRAINFIELD ~ I I _, ~ ~IA'T '~,
I-~-TH#I ~
I I
MT ::
CORraL AR~ DESIGN CRITERIA:
:: / ~ NUMBER OF BEDROOMS:
'~ ~ ~ GALLONS PeR DAY (GPD): 450
~ / ~ / ~ ~ PERCO~TION RATE/S: <IMIN/IN
:: x ~' ~ PROPOSED APPLICATION RATE: 0,7
APPROXIMATE LOCATION OF ~ MINIMUM D~INFIELD SQ.~.: 643
FENCED CORRAL AR~
~ ~ ~ ' DRAINFIELD DESIGN~
/ ~ ~ BARN WIDTH: 15'
/ ~ ~ ~ LENGTH: 45'
' ~ ~ _ ~ M.O.A. APPROVED SAND FILTER: 2'
I ~ I * ACTUAL SQ.~.: 675
co~Ec~Eo AS ~ESE~W S~ ~ ~~.~ ~ S~EC~CA~[O. L~. ~AT
I ~ ~ ~~,.~ ~ PERTAINS TO THIS DESIGN. TO
~ ~~:~ ~ ~ OBTAIN A COPY OF THE L~ER
I I / ~ '~~._~'~ ~ CONTACT GEG. BY PROCEEDING
PROPOSED DIVERTER VALVE ~
~ ~ ~ ~ ~[?'~ FORWARD WITH THIS INSTAL~TION
I I I',' '.~.'-'.'.".'.. ,~. · ·"
~.o~o~ ~o~ c~.o~s~ ~ ~ ~:.':.~..'.~
~ ~ / r~ ~
. ~ ~ ~ ~ ~ '/':'-L-/. ~:~ ~OR~ AND WES~ :0~ U~ES
, v ~F~2.-,; :~ *NO ~00' S~.~M O~S~
, l I /I /~':.':.~ )~.~ F~GGED BY A REGISTERED
~ ~ ~ ~~:/.:"~ ~RO.ESS~ON*: ~D SURWOR
',. = ,o. '
I ~s.~..~ ~ /'~.":;:'. :'~ ~ /
~.~~~ /~.. .......
,}...:?,.. .... :..,.. ..... : ....
.,~.
susA. XA~S~. gOZ-a~O-ZO~ I ~ O~ ~
T12N, RSW, SECTION 15; LOT IOOA A.J.G.
~PE OF WORK: DATE: ~~o
DESIGN DRAWING OF PROPOSED SEPTIC SYSTEM 5/25/2011
Rev. 01/05)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK. 99507 * PHONE: (907)337-6179 * FAX: (907)3~8-5246 * WEBSiTE gamessengineerlng.com
ISOIL LOG - PERCOLATION TESTI
T12N, RSW, SECTION 15, LOT I OOA
SUSAN KAISER DATE: 5/9/2011
LEGAL DESCRIPTION:
PERFORMED FOR:
ORGANICS
GM
SP TO SM
H20 @ 8'
SOILS LOGGED BY:
TEST HOLE //1I
SOIL CLASSIFICATIONS
GW ~ ORG
GP hIL
Ghl CL
GC OL
SW NH
SP CH
SM OH
SC
DEPTH TO DATE
GROUNDWATER
8' 5/9/2011
8' 5/17/2011
/-TH#1
/?
SCALE:
I" = 100'
DATE READING CLOCK NET TINE WATER LEVEL NET DROP
TINE (MINUTES) READING (INCHES)
5/9/2011
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (iNCHES)
TEST RUN BETWEEN 4.0 FT. AND 5.0 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: i'll YES . NO
ANDREW GRAY PERCOLATION TEST PERFORMED BY: ANDREW GRAY
CONNENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: '~"'- f'; '?"'.
~!EPLY TO
ATTENTION OF:
Regulatory Division
POA-2011-473
DEPARTMENT OF THE ARMY
U.S. ARMY ENGINEER DISTRICT, ALASKA
REGULATORY DIVISION
P.O. BOX 6898
JBER, ALASKA 99506-0898
JUN - 8
Ms. Susan Merritt
4411 E 102nd Ave
Anchorage, Alaska
99507
Dear Ms. Merritt:
This letter responds to your May 23, 2011, request for a Department of the
Army (DA) jurisdictional determination for your proposed septic field
replacement. It has been assigned number POA-2011-473, Little Campbell Creek
which should be referred to in all correspondence with us. The project site
is located within Section 15, T. 12 N., R. 3 W, Seward Meridian; USGS Quad
Map Anchorage A-8; Latitude 61.1289° N., Longitude 149.8000° W.; Lot 100A; in
Anchorage, Alaska.
Based on our review of the information you provided and our May 25,2011
site visit, we have determihed the subject property does not contain waters
of the United States (U.S.) under Corps jurisdiction. Therefore, a DA permit
is not required. A copy of the Approved Jurisdictional Determination form is
available at http://www.poa.usace.army.mil/reg/ApprovedJDs.htm under the
above file number. Please contact us if you decide to alter the method,
scope, or location of your proposed activity.
This approved jurisdictional determination is valid for a period of
five (5) years from the date of this letter, unless new information
supporting a revision is provided to us before the expiration date.
Section 404 of the Clean Water Act requires that a DA permit be obtained
for the placement or discharge of dredged and/or fill material into waters of
the U.S., including jurisdictional wetlands (33 U.S.C. 1344). The Corps
defines wetlands as those areas that are inundated or saturated by surface or
groundwater at a frequency and duration sufficient to support, and under
normal circumstances do support, a prevalence of vegetation typically adapted
for life in saturated soil conditions.
Section 10 of the Rivers and Harbors Act of 1899 requires that a DA permit
be obtained for structures or work in or affecting navigable waters of the
U.S. (33 U.S.C. 403). Section 10 waters are those waters subject to the ebb
and flow of the tide shoreward to the mean high water mark, and/or other
waters identified by the Alaska District.
Nothing in this letter excuses you from compliance with other Federal,
State, or local statutes, ordinances,' or regulations.
-2-
Please contact me via email at joe.d.white@usace.army.mil, by mail at the
address above, or by phone at (907) 753-2776, if you have questions.
Sincerely,
Project Manager
MUNICIPALITY OF ANCHORAGE
D," \RTMENT OF HEALTH AND HUMAN SI;Ir ;ES
Environmenlal Health [)ivision
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTr-"M AND/OR WELL INSPECTION REPORT
Address
AK ??:6?
IS- 7 /z r,J /2. 3
TANKS
SEPTIC ~ HOLDING
TYPE OF SYSTEM
[~ TRENCN ~' BED [] W.
DRAIN
OTHER
(~) FT ,'
/00 s0e j
WELLS
Fl
PRIVATE
OTHER fldentJfv')
FT
DISTANCES
~l'fl SEPTIC ABSORPTION
FR0~ .~ TANK FIELD WELL
WELL r~oT' ,q ~,~/'/,~
LOTLINE ~,,'T ,S-O ~T ~'0 .~
FOUNDATION /.:f- ;,~ ~,o'~ , .-~ -
D&te
/o
~unicipal and 8la~idflmes in oll~c[ o~ this
ENGINEER'S SEAL
72 013 (3/85)
0
o o o o o o o o o oo o
ANCHORAGE, AL,C, SKA 99502-0850
DEPARTMENT OF HEALTH & HUMAN SERVICES
January 10, 1986
TO: Permit Applicant
Subject: Permit # 850469
T12N R3W SEction 15 Lot 100
A permit issued by this Department for an individual well and/or on-site
sewer system has expired as of December 31, 1985.
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 onvsite sewer system
the original as-built inspection report(three part form) must be sent to
this office for review and approval,and for documentation.
If there are any further questions, please call this office at 264-4720.
Sincerely,
Susan E. Oswalt
Program Manager
On-site Services
SEO/ljw
enc: Copy of Permit
DEPAI:tTIflENT OF I.-tEAL. Ttrl AND ENVIRONMEIqTAL F'Fd]TECTIOI~
I~ll;:'.~,:i k !~i"I'rRIEI~[-I' :, ANCHORAGE, AK 991~i0 :L
I::'IEF/II I T NO: 850469
DATIE ISSUED: 08/02/85.
AI:;:'I:;'L.. I CAr, IT
ADDREEiS:
I]ONTAI3'T' F'IqONE:
GUST I... I_ARSON
3795 []OVENTRY DRIVE
ANCI"4[IFd~GIE, AK 99507
I_EI]iAl.,. DE!~II]F:I I F:':
LO'I" IS I ZE:
MAX BI!~])ROOMS:
SLIBDIViSI[IN~ NA LOT: 100
SE[;T II]N: :1.5 TOWNSI41F': 12N RANGE: 3W
1.25A (SQ,. F"I',, I]F(ACRES)
3
BM]CI:::: NA
I..i!~4t{<qd I]{,~],o~J ape the options available to you in designing youP st:0p'lLi(;
system. Choose thr2.option that best f:Lts your' site.
DEPTH TO I:::'IPE BO'f'TI]M-.(F:'T,,> Zl.,,',:~ 4.0
I;~RAVEL. DEPTH (F'l'.) 0.5 t. 0
TOTAl... DIEF'TH iF'T,, > 5. () 5,, 0
I31:IAVIEI_ WIDTH (FT.) 15,,0 5.0
GRAVEL,, I_.E]qGTH (F'T.) 30.0 53.()
EIRAVEL. VCILUMIE (CLI. YDS.) 16,,7 ~4. ~1
'TANI< S I ZE (13A[..S) i ~, ()00.0 '~'~ :1., ()00.0 '~"~
EiCI3:I.. RAT'IN[~ (SI;I. FT,, /BR) ;I.()0 ;LO0
~{-.1~ 'f'ANI< MI]ST HAVE A'T L,,EAST "FWO {]{]IIF'AF/TMENT,C3
]~ cePtify that:
:1,, I am t'am:Lliar' wi'Lb the i"~¢qLtiPelfler]'L¢;i fop on'-"Sit~:~ sewer!~ ancl
t'oP'Lh I::)y the Munic:il:~a].:i. ty of Anchonage (MOA) and the S'[.at.e
2. I will inst. a].l the system in acc:c)}-danc6=~ wi'Lb all MOA codes
~ll'IC,J iFI C;Omp].i¢iriE6! ~i'(.J'l t, he (:J(o~iil,~f'l C:l-i~'.~2pia c3f th;L~ I:)epmi'L.
3,. I w;J. ll adhepe to ali. M[IA arid State of ~]aska I'I.BqUiP6ilII[~I~'LE~
wells as; set
and Pegulat ions,
l'oP the !~ie'[. {;;)ac:l.::
distances Fr, om any e~li.~!itir3g well, wasi.¢water' disposal system of public
]', I.lr](]Ji~)J'~[c/~.d3J"Jd '[,hd3'[. t.h:J, liS pl:~Pllii'{; ;lis Vd'~].:J.d ~IDI' d~ maximum of 3 Jl3(i)f;:Jl"lz)(::)rfl~3 ¢'ind
]:1:':' A t...IFT STATION IS ];blS'I"AI,..L.ED ]:lq AN AREA COVERED BY MOA BI]II.~,DING [;ODES,
THr!ilq (1) AN I]g.Jg.:CTRICAL. I='ERMIT AND INSPIE[FrION MUf.3T BE [IBTAINED; C..~) A,S-BUIL'I"S
WII.I, NI]T BE AI::'F'ROVED WITIqOLJT AN EI..E[YI'RICAL iIqSF'E[:TI[IIq REPOR'T; AND (3) THE
EI...EC'I'I~ICAI.. WORK MUST BE DONE ~Y A [..ICEIqSED [ELIECTR ICIAN.
APPI,.ICAIxI'f':: GUST L I.~ARSOIq
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
(ENGINE6 q'S SEAL)
DATE PERFORMED:
3
4
..~-.,,-~=,,,.,. 5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
Township, Range, Section:
SLOPE SITE PLAN
WASGRO~D ~A~E~ ~/t 0
ENCOUNTERED?
S
IF YES, AT WHAT ~)
DEPTH? p
E
Depth to Water Altar
Monitoring? Dele:
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE __
(mmule$,mchl PERC HOLE DIAMETER
TES~ RUN BETWEEN __ FTAND __ FT
COM.~.,~ _.~; I-G,. t -I~ .s .4 ,-.../~,~ ~ ~',~-,~' /,, .~,7,~,,, v '~ ? ,-47J C~
/
Municipality of AnchoraGe
Development Services Department
9uilding Safety Division
On-Site Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF 0N-SITE SYSTEHS
FOR
APPROVAL
A SINGLE FAHILY DWELLING
Parcel I.D. 015-481-15
1. GENERAL INFORMATION
cos^#
Expiration Date:
Ii
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
T12N, RSW, SECTION 15; LOT 100A
44-11 E. 102ND AVENUE * ANCHORAGE, AK * 99507
SUSAN MERRITT Day phone 850-7016
4411 E. 102ND AVENUE * ANCHORAGE~ AK * 99507
Day phone
Day phone
Unlesso~erwiSerequeste~ COSA willbeheldbyDSD ~rpick~.
NUMBER'OFBEDROOMS: 5
3. TYPE OFWATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well · Individual On-site ·
Individual Water Storage [] Individual Holding tank []
Community Class Well [] Community On-site []
Public Water System [] Public Sewer []
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On-Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
STATEMENT OF ~NSPECT]ON BY ENG!NEER
As certified by my seal affixed hereto and as of the validation o~L~ showu u~/ow, I v~n,y ,~, ,(¢
investigation, based on procedures outlined in the Certificate of Qn-Site Systems Approval Guidelines for this appiication,
shows that the on-site water supply and/or wastewater disposal s~tem is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein· I furt,ffer verify that based on the
#/on-nation obtained from t,~e Municips;ity of Anchorsge Nos and from ,my investigation and ?,spection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all appficable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd.
Phone
337-6179
Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 ~://, /
Engineer's Printed Name dEFFREY A. GARNESS, P,E. Date ~ //
Engineer's Comments:
In conducting this evaluation, GEG, LtD. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system,
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate dhow long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authorized, nor will it confer any legal right w,~atsoever.
DSD SIGNATURE
~ Approved for
bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
COSA Checklist
Septic System Advisory
Well Flow Advisory
(Rev. 11105)
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date: (/¢ - / 7 ~--//
Municipality of Anchorage
Development Services Department
Legal Description:
WELL DATA
Well type PRIVATE
Building Safety Division
On-Site Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
T12N, R3W, SECTION 15; LOT I OOA Parcel ID:
*ASSUMED BASED UPON SURROUNDING WELL. LOGS. SEE A'I-rACHED.
If A, B, or C provide PWSID# N/A Well Log (Y/N)
Date completed 11/li/1985
Total depth 220 ft.
Sanitary seal (Y/N)YES
Cased to *40+ .ft.
FROM WELL LOG
1 / / 985
180 .ff.
g.p.m.
Wires properly protected (Y/N)
Casing height (above ground)
AT INSPECTION
5/4./2011
137 ft.
3.2+ g.p.m.
Nitrate ND mg./L. Collected by:
Date of sample: 5/4/2011
2
SEPTIC/STEEL
Number of Compartments
015-481-1,3
Date installed 6/6-10/2011
Cleanouts (Y/N) YES
Depression over tank(Y/N) NO High water alarm (Y/N) N/A
Pumper. -
I'BELOW FINAL GRADE TO TOP OF SANDI
Soil rating ~r ft2/bdrm) 0.7 System type
Length 45 ft. Width 15 .ft. Gravel below pipe .ft.
Total depth *5.7-6.5 ft: Eft. absorption area 675 ft2 Monitoring tube YES NO
Date of adequacy test NEW Results (Pass/Fail) - For - bedrooms
Fluid depth in absorption field before test - in. Wate~ added - gal. New depth - in.
Elapsed Time: - min. Final fluid depth - in. - g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) -
NOTE: OLD DRAINFIELD WAS CONNECTED AS RESERVE SITE.
Foundation cleanout (Y/N) YES
Date of pumping NEW
ABSORPTION FIELDi DATA
Date installed 6/6-10/2011
BED
0.59
Depression over field~
Absorption rate >=
- If yes, give date
SEE MOA DOCUMENTATION.
Date of test
Static water level
Well production 10
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mi.
Arsenic: ND ug./L.
SEPTIC/HOLDING TANK DATA
Tank Type/Material
Tank size 1250 gal.
GEG, Ltd.
YES
12+ in.
YES
D=
LIFT STATION
Date installed
"Pump on" level at
in.
Size in gallons Manhole/Access (Y..~.~ _
"Pump off" level__~. High water alarm level at
in.
Bantam f
E. SEPARATION DISTANCES
Cycles tested,
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot
Absorption field on lot 100'+
Public sewer main N/A
Sewer/septic service line 25'+
Animal containment areas 50'+
100'+
Meets alarm & circuit requirements?
On adjacent lots. 100'+
On adjacent lots 100'+
Public sewer manhole/cleanout, N/A
Holding tank N/A
Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+
Water main :N/A Water service line 10'+
Wells on adjacent lots 100'+
Absorption field 5'+
Surface water. 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+
Water service line 10'+
Curtain drain NONE KNOWN
Building foundation. 10'+ Water main N/A
Surface water 100'+ Driveway, parking/vehicle storage
Wells on adjacent lots 100'+
10'+
F. COMMENTS
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 COSA guidelines in effect on this
date.
Engineer's Printed Name JEFFREY A. GARNESS
Date
Date of Payment
Receipt Number
(Rev. 11/05)
Waiver Fee $
Date of Payment
Receipt Number
FOUND
ALUM, MONUMENT
N 89 56' 54" E 164.81
FOUND
NO. 5 REBAR
¥9'/FIJ',5 TlC CAP
o oo .
°o o oO
BARN
30.1
75.3
20' TELE. & ELECTRIC
FASEMENT
ASP~LT
FRAME
HOUSE
32.1
N 89 57' 57" E 164.98
WELL
FOUND
NO. 5 REBAR
LOCATION TAKEN FROM DATA
ON PL~T 98-74, NOT VERIFIED
THiS SURVEY
FOUND
NO. 5 REP, AR
EAST 102ND AVENUE
THE 'rNFORMAT~ON HEREON Z5 FOR THE USE OF LENDZ~I$ 'rNS'I'ZTU'~ON5 SPECIFICALLY TO SHOW ANY
CONFITCTS BET'WEEN EXZST'r~ STRUCTURES AND PLATTED LOT ITNES AND/OR EASEMENTS; AND 'rS
NOT TO BE USED FOR POS~'I"~ON~N~ ADDITIONAL STRUCTURES,'rMPROVEMENTS, OR FENCELZNES.
EASEMENTS OF: RECORD, OTHER THAN THOSE APPEARTNG ON THE I~ECORD PLAT, ARE NOT SHOWN
HEREON ( UNLESS INDICATED)
NOTE: FENCELTNES THAT MAY APPEAR ON THIS DRAW~ENG ARE NOT TO BE USED TO DETERMNE
PROPERTY LTNES OR POS*~T.[ON AbD'rT':ONAL IMPROVEMENTS,
ANY PAV'.EN~ SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESS/VE SNOW AND/OR 'rCE.
AS-BUILT SURVEY 1" = 30'
NO CORNERS SET THIS DATE
I HEREBY CERTIFY THAT Z HAVE PERFORMED A SURVEY
OF THE FOLLOWING DESCRIBED PROPERTY
BLM LOT 100A, SECTION 15, T12N, R3W, S.M.
(PLAT 98-74)
ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE
VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN
THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS
EXIST OTHER THAN NOTED.
DATED AT ANCHORAGE,ALASKA THIS _10TH DAY OF
_DUNE ., 2011.
HOLT LAND SURVEYINg,
600 I.E.6HV'[EW bP-~VE
[ 11574, FB 145-72,146-27 ] ANCHORAGE,AK 99515
345-5513
SGS ReL# 1111698001
Client Name Gamess Engineering Group, Ltd Printed Date/Time 05/13/2011 8:13
Project Name/# WATER SAMPLE Collected Date/Time 05/04/2011 13:10
Client Sample ID T12N, R3W, SEC 15, L100,~, Received Date/Time 05/04/2011 16:40
Matrix Drinking Water Technical Director Stephen C. Ede
PWSID 0
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) 05/05/11 05/09/11 NRB
Waters Department
TotalNitrate/Nitrite-N ND 0.100 mg/L SM20 4500NO3-F B (<10) 05/05/11 AYC
Microbiology Laboratory
E. Coli Negative I 100mL SM20 9223B A 05/04/11 SDP
Total Coliform Negative 1 100mL SM20 9223B A 05/04/11 SDP
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchoraoe, Alaska 99519-6650
343-4744
Parcel I.D. # ~/,~'-
CERTIFICATI-' OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWFLLING
q~/ ~ ~ ~ HAA#
1. GENERAL INFORMATION
Complete legal description
Location (site address or directions) ~"~//I[~ I 0 I
Property owner U)z~u~ ~ ~ m¢~e-.~'"
Mailing address
Lending agency
Mailing address
Agent
Day phone
Address
Day phone.~'~---?/¢'~ _
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS:
TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
NOTE:: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
TYPE OF WASTEWATI-'R DISPOSAL:
Individual on-.site
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system,
72-O25(Rev, 1/91) Fronl MOA #21
STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, verify that my
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein, t 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 in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Address 0 '5 ~ /~-tL~ /~ ~P ~
Engineer's
signature
f~HHS SIGNATURE
,~ Approved for
Disapproved.
Conditional approval for
bedrooms.
C152225 J ~'¢~
bedroorns, with the following stipulations:
Additional Comments
· Date
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Healtll Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independeh;
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. I=-mployees of DHHS do.not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
Municipality of Anchorage
Department of Health and Human Services
HEAl. TH AUTHORITY APPROVAl. CHECKLIST
Legal Description:
A, Well Data
Well type
Log present (Y/N)
Total depth r"~ ~ Cased to
seal (Y/N)
Sanitary
FROM WELL LOG
II,I.
Date of test
Static water level
Well flow
Pump level1 ~..
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot '~ I I O
Absorption field on lot
Public sewer main
Sewer service line
If A, B, or C, attach ADEC letter. ADEC water system number
Date completed It Il/~'* Driller '~..~
,.¢ ~ Casing height
Wires properly protected (Y/N)
g.p.m
AT INSPECTION
'7
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank
WATER SAMPLE RESULTS:
Coliform
Date of sample:
Nitrate _
Collected by:
B. SEPTIC/HOLDING TANK DATA
Date installed It.) , ,~o , ':~ _6 Tanksize
Cleanouts (Y/N) ~ I Foundation cleanout (Y/N)
High water alarm (Y/N) ~'~ ~',,~ Alarm tested (Y/N)
Date of pumping '7/,~7/qr~ Pumper
Other bacteria
L,~9~partments
Depression (Y/N)
A
SEPARATION DISTANCES FROM SE-'PTIC/HOLDING TANK TO:
Well(s) on lot ~
To property line _
Surface water/drainage
On adjacent lots '~ / lid
Absorption field j 0
Foundation ~'
Water main/service line
72-026(3/93). Front CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed
Manufacturer
Size in gallons
Vent (Y/N) "Pump on" level at
High water alarm level
Meets MOA electrical codes (Y/N)
Manhole/Access (Y/N)
"Pump off" Level at
Cycles tested
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot
On adjacent lots
Surface water
D, ABSORPTION FIELD DATA
Date installed L 0 /,;;L '1, / ~ ~'
Length L'~, O
Total absorption area
Date of adequaoy test
Water level in absorption field before test
Peroxide treatment (past 12 months) (Y/N)
Soil rating (GPD/FF) I ¢J-~ System type ~ J-~ I'~
Width I ~ Gravel thickness ~ ~/ Total depth L~ ~-
/'//~^ C) Cleanout present (Y/N) "/' Depression over field (Y/N) ~'/
"~/,* D / ~/~ Results(pass/fail) / ~ for ~ Bedrooms
~ After test I ~
If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot
To building foundation
On adjacent lots ~> !
Surface water ~ /0'-'
Curtain drain ~'/
On adjacent lots ~ //O Property line
To existing or abandoned system on lot
Cutbank N ¢ /,¢ f~, Water main/service line
Driveway, parking/vehicle storage area
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in eff¢~t On-the,date of this inspection
Engineers Name
Date ~-~
HAA Fee $ ~/ ~L~
Date of Payment
Receipt Number
72-026 (3/93)* Back
Waiver Fee $
Date of Payment
Receipt Number
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAl.- PROTECTION
DIVISION OF ENV{RONMEN'rAL HEALTH
CERTIFICATE OF INSPECTION FOR HEAL-FH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER I:ACILITY
264-4720
Applicatioa Date
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Location (address or directions)
¢,/?
(b) Applicant Name ~¢'~ ,~~'A''/ Telephone: Home ~¢¢ ~'~¢¢~' Business
Applicant Address ~ ~¢,-5'/ ~,¢j/,E-"~/'.r'~$/ ,~,~. /'¢-AJ~.rhh/./___/~. ~'¢.';'~ 7
(c) Applicant is (check one): Lending Institution []; Owner/builder~; Buyer ["]; Other E] (explain); ~__
Lending Institution ~O-~ ~-~r:'-J'-'-t--~,~-- ~L~cck~'-r3'~C~(Telep ~one
(d) (~(_~r~( C¢V~ l~-
Address
(e) Real Estate Company and Agent
Address
Telephone
(f) Mail the HAA to Ihe iollowing address:
TYPE OF RESIDENCE
Single-Family~ Multi-Family []
Number of Bedrooms "":'?
Other
WATER SUPPLY
Individual Well~ Community [] Public []
Note: I1 community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to tire legality and status.
4. SEWAGE DISPOSAl.
Onsite~ Public [] Community [3 Holding Tank
Note: Il community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health
Authorily Approval shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State cedes, ordinances, and regulations in effecl on
the date of this inspection.
Name of Firm
Address i~¢.~ ~t ].~t~~ ~/tt'T¢ ~ ~, I~ ~.~
DHEP APPROV~[~..~. ' ~-..,...,:,k/~/ ! /' //
Approv~dfor ~-~O-"nedrooms by~~.~--'~i ~Date--~i¢'
Approved __ ~ Disapproved . Condit'onal ~
Terms of Conditional Approval
CAUTION
The Muncipality of Anchorage Department of Health and EnvironmeDtal Protection ([)HEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph Ii above by an indepandent professional
engiDeer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or
analyze data before a certificate is issued. The Municipality of Anchorage is rrol ~esponsil Ior errors or omissions in the
professional engineer's work.
Page 2 of 2
WELL DATA
Well Classification
Well Log Present~)
Total Depth _
Statio Water Level
.......... MUNICIPALITY OF ANCHORAGE (MOA)
DEPT. OF~~ORITY APHHU A ~ ~
E~IRDNMENTAL PRO~E~IST - FEBRUARY 1984
264-4720
MAY 5 1986 Legal Description: ~'~
RECEIVED
'~"~/¢//¢"~'~" If A, B, C, D.E.C. Approved (Y/N) __
Date Completed //~ / ' ~''5¢'' Yield
Cased to ~Z~Z~/ Depth of Grouting ~ .W//
./~'~ / Pump Set At
Casing Height Above Ground
Electrical Wiring in Conduit(~N)
Separation Distances from Well:
To Septic/Holding Tank on Lot
Sanitary Seal on Casing (~'~N)
Depression Around Wellhead (YN~.
; On Adjoining Lots
To Nearest Edge of Absorption Field on Lot /'~O ·
___ ; On Adjoining Lots
To Nearest Public Sewer Line .W//,/~_ To Nearest Public Sewer
Cleanout/Manbole z~/_~/ __ To Nearest Sewer Service Lin~ on. Lot
Water Semple Collected by ,~'~'~' /~', Z'/~')/~c'/v/ ; Date
Water Sample Test Results ¢-~',/~/
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed /¢ "~'¢~¢,~_ Size /~".~g ~2',~¢¢. No. of Compartments
Standpipes~')N) ___ __ Air-tight Caps~)N) Foundation Cleanout~N)
Depression over Tank (Y~ Date Last Pumped
Pumping/Maintenance Contract on File (Y/N) ~.,~/,g ;for
Holding Tank High-Water Alarm (Y/N) _~. Temporary Holding Tank Permit (Y/N) _
Separation Distances from Septic/Holding Tank:
To Water-Supply Well .//~'"' / To Building Foundation ' ''~'~
To Property Line ¢" To Disposal Field
To Water Maie/Service Line _
Course
Comments
To Stream, Pond, Lake, or Major Drainage
Page 1 of 2
72-026(H/84)
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed
Width of Field ? ~
Square Feet of Absorption Area
Depression over Field
Results of Last Adequacy Test
Type of System Design
Length of Field .~ /
Depth of Field .~ ·
Gravel Bed Thickness ~o ~'' /
Standpipes Present Y(~N)
Date of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well
To Building Foundation ~ /
Lot ~/~ '
To Water Main/Service Line ,4/b
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or V~hi~le Storage Area
Commer~ts' ~2~/.¢~2¢'~/,,~ ~¢ V'//,~'~
TO Property Line
To Existing or Abandoned System on
; On Adjoining Lots .~ /
./
To Cutbank (if present)
LIFT STATION Wb
D~ 2~/'/ Dimensions
Size in ?,,1,o7 -- %~Manhole/Access (Y/N)
"Pump On Level at _ ~ "Pump Off" Level at
High Water Alarm Level at ~ Vent (Y/N)
Tested for ~ycles during Adequacy Test. Meets MOA
EcI;Cmt rimCtl t~ o d es (Y/N) ~
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I hay~e/¢hec~l~ed, veCt!.ed, or conformed to all MOA and HAA guidelines in
Signed ~--(" f /L.~/ Date ~'~
Company ,,~¢'~"~ MOA No.
Receipt No.
Date of Payment
Amount: $
Page 2 of 2
72-028 (11/84)
effect on the date of this inspection.
ALASKA ENVIRONMENTAL
CONTROL SERVICES, INC.
12o0 West 33rd Avenue Suite B
ANCHORAGE, ALASKA 99503
Phone 56:[-5040
SHEET NO.
CALCULATEDSY
CHECKED BY_.
SCALE
OF
A, ~1,~/
DATE
DATE