HomeMy WebLinkAboutMOUNTAIN PARK ESTATES #2 BLK 8 LT 6Mountain PaPk
Estates
Block 8
Lot 6
#017-432-20
Municipality of Anchorage ___o_
Development Services Department . = =
Building Safety Division
On-Site Water & Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 '~
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number'. SW020340 P~D Number:. 017--432--20
Nome:
JAY SEYMOUR Wastewater System: r-i New [] Upgrade
Addrees:
7201 SOUTHPARK DRIVE * ANCHORAGE, AK 99516 ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 564-4106 4 i-i Deep Trench · Shallow Trench 13 Bed rlMound I-tOther
Tc~ol D~th from e~t~lnel
LEGAL DESCRIPTION ~' "~'~:**2.0 oPO/~... ***3.5 MAX
Block: Lot: Subdivision: O~pt~ fi3 pll~ bettem from e~9~nal gr.,e: Growl ~pth beneeth
8 6 MOUNTAIN PARK EST. #2 SEE DWG. ~ 0.57
Township: Range: Section: ra ~l~.d etx,~ ~Ir~l ~: ~v.t
- - - SEE DWG. n. 60
WELL: [] New D Upgrad 5 r~ 1 -
Ck~..~t~n (Prh~te, ~°,C): ~ Coeed 1o: TOtGI abbott]on eme: Pipe
~-~'\~'~G/ r~ r~ 300 s~. r~ O 3034/ F-810/ SCH 40 PV¢
.. DENALI EXCAVATING 3/20-24/2003
~d: ~/.~' CPM Pump ~4 A~ Ft. I Cea;rig Hel~ht Ab<we ~und:Ft. TANK
SEPARATION DISTANCES =s.~o ~ Holdlng · S.T.[.P. ~...~ Othe~
T~__~...~To Septic Absorption Uft Holding ~ubr~c/Pflwt. U~n~m~. C~l~c~' I.
Tank Field Stotlon Tank se.~ Une~ ORENCO S3"~it.~IS/ANCHORAC£ TANK 1500
We, 100'+ lO0'+ 100'+ -- 25'+ FIBERGLASS 2
Surface Water 100'+ 100'+ 100'+ - - LIFT STATION
Lo'[ Une 5'+ 10'+ 5'+ - - 1500~/46 IANCHORAGE TANK/ORENCO SYSTEMS
Foundation 5'+ 10'+ 5'+ - - TIMER/24.5" TIMER/15" 46 '/28"
Curtain Drain N~NE KNOll q ' ~ ORENCO~' & ~.l: Ia.~ l,.p~<~. ,rfom~M.O.A. ~'
Remarks: *THIS IS AN ADVANTEX TREATMENT SYSTEM BENCH MARK
· *SEE ATTACHED LETTER
TOP OF GARAGE SLAB CLOSE TO POINT "B"
· *'1.0 FEET OF M.O.A. APPROVED SAND FILTER
ADDED TO TOTAL DEPTH. 100.00
EXISTING SEPTIC TANK AND DRAINFIELD COMPLETELY
ABANDONED. ,,,.~.. ,(
2nd 3/21/2003
3rd .3/24/2003 ~m }.J~ fir, ~-~. Gaq [ess.:
Development Services Department Approval '.' 'E-"/SS~' ..'
(,,~.R(~viewed and appr°ved bY~Date:/7~' 12~01) /'~3 (l~i~~~:~~:~:~
PERMIT NUMBER: AS BUILT DRAWING PARC£LID NUMBER:
SW020:~40 - 017-432-20
' :'/ ~ m~m~ c ~ I
I ]: X I co, 119.0~1,9.14~ - I I
[ " . I ~1 ~ 2126J 1785 - ~ '
~ ~ ;] ~ ! MR2 30,77 ~ 18,53 -
~ / ~] ~ J UT1 J74.14J53.12 29.38 I I
~ . ~ -- ~2 69.53 45.60 59.82 I
.~ I~ ~ ~ ~ t
~ ~ ' I
- 1~5.::~~ ~,,
/ / ~ ~ ~ / - · /
/ ~BERG~ ~
/ . ~ ~ ~ . / /
WE~ / // INSUreD w/ 2" OF
/ / ~?~?~[o~E~ ~ ~o~,.~=o.
A B C
C01 19.04 19.14 -
ST1 21.26 17.85 -
MH1 28.51 21.01 -
MH2 30.771 18.53 -
MT1 74.14 53.12 29.38
MT2 69.53 45.60 59.82
/
S_OUT__T~ P_ARK DBI_V.E _/ /_.
/ / / NOTE: ALL WELL RADII WITHIN
CLOSE PROXIMITY OF THE SEPTIC
/ / SYSTEM WERE STAKED/FLAgGED BY
/ / A REGISTERED LAND SURVEYOR
~ / /
~/28/2oo~
.......................... ~ o~w. ~ ~---~.~.
':
ALASKA WATER & WASTEWATER ,~ ~ff~&..~' ~.<?.::....
JAY SEYMOUR (907) 564-4106 2 OF
,~ D~c.,~.o.:
,OUNTA~, PARK ESTATES SUBD~WS[ON #2: LOT 8. BLOCK B. "¢_,, ".,.', ....':~',~,~
,.,.,.,. o,- ,,o..:
AS-BUILT DRAWING OF' SEPTIC SYSTEM UPGRADE
"~ ~'~=: AS- BUILT DRAWING
SW020340 017-432-20
TOP OF ~ ~D ~ ~OP OF ~HO~
/ 96.48
- ~, (i~.) ~
V~LT
. ~ / 104.00-1~5 .
/ ~ O~Gl~
RL~ F~RIC i / / 100.95-102.95
~~~2, ~ ~ ~ t INCH HO~ SPAC~ 23
~~ ~B~OM OF ~VA~ON
-- S~.4= (~.)
I
, ~ R~ E~A~ON OF
:~ CROUNDWA~R - 95.95
~ ~R~ ~A~ON OF BOSOM
:~SI~ ~TERco,su~,~s. & ~VASTEWATER,,c. '~ ' f~?:~ '3 ~ ~ ~m
JAY SEYMOUR (907) 564-4106 S OF 3 ( ) t. dTffr y la~orn,,ss.: ~ ,
MOUNTAIN PARK ESTATES SUBD ,VlSI ON ,2; LOT 6, BLOCK 8,-q~[~~Z:~%~' ........
~[ OF WORK:
PROFILE AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
ALASI WATER & WASTEWAT R
CONSULTANTS, INC, ~
March 28, 2003
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Reft Field Design Changes for Mountain Park Estate Subdivision#2; Lot 6, Block 8
To Whom It May Concem:
On 3/20/2003, we performed a confirmation percolation test on the north end of the new
drainfield. The percolation rate was found to be 80 minutes/inch. A 40 feet segment ofthe trench
was excavated prior to our percolation test. The majority of the trench bottom visually appeared
to be more consistent with the original percolation test of 10 minutes/inch. The confirmation perk
test was believed to be performed in an isolated ML lense. Based upon the overall appearance of
the soils in the bottom of the trench, we believe that a 31 to 60 minutes/inch should apply which
would be a 2.0 gpd/sq.ft, application rate for the Advantex Treatment System. On 3/20/2003, we
called your office and received verbal approval (from Jim Cross) for the following design
changes:
· To change the application rate for the Advantex Treatment System from a 3.0 gpd/sq.ft.
to an application rate of 2.0 gpd/sq.ft.
· To lengthen the trench to 60 feet and bring the total square footage to 300 sq.ft.
All other criteria from the original design did not change. Mr. Cross told us that he would note
these change on the file.
If you have an/~stions, please contact us at 337-6179. Thank you for your assistance.
el
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
ISOIL LOG - PERCO~TION TESTI
LE~ DESCRIP~ON: MOUTON P~K ~A~S SUBD~SION ~2;, LOT ~, BLOCK B, ~ ~ ~., ~f' ~e A. ~ ness.: ~,
PERFORMED FOR: dAY S~OUR DATE: 3/20/2003 .7953 ..
SOIL C~SSIFICATIONS
3-- ~ ~ GM CL
J GC OL
4-- 0 SW MH
5--~ SP CH
~~s, OH SEE SITE P~N
6-- ~ SC ,
~ 7--I DEPTH TO DATE
GROUNDWATER
~ NET TIME WATER LEVELI NET DROP
CLOCK
DATE
READING
11-- ~ TIME (MINUTES) READING (INCHES)
~ ~Z~o/2oo~ ~ ~:~o - ~' -
~ 2 3:50 30 5 5/~" 3/~'
14-- 0 5 4:20 - 6- -
~ ~:5o 3o s ~/~" ,3/~'
~s-- 0
17--
PERCOLATION RATE '80 (H~N./~NCH) PERC. HOLE DIA. 6 (INCHES)
19~
TEST RUN BETWEEN 3.5 FT. AND 4.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES ~ NO
SOILS LOGGED BY: - PERCOLATION TEST PERFORHED BY: C~B
COHHENTS: *PERK TE~ ON NOR~ END OF TRENCH. PERK ~ BEU~D TO BE PERFORMED IN ~L LENSE
PERFORMED BY ~C, INC. I, JEFFR~ A. ~NESS, CERTI~ ~T THIS W~ PERFORMED IN ACCORDANCE
W~ A~ ~ATE AND DUNICIPAL gUIDELINES IN EFFECT ON THIS DATE:
Sent By: A~aska Water and Wastewater Con; 907 338 3246;
FE~I : [~nalt Sewer & Drain PHONE NO. : 3461~
~ ghtF&x 3/Ot/~00~ 0:25
Mar-31-03 5:22PU; Page 2/2
P&g~l ofl
Zn.pecUon Report
Nunlc:lpallLy of AnChorage, Building Sat~tY DiVision
4:700 South BmSaw
2NGPECll:OId: VOZCE 343-8300 ~N~PI~"I'~DN: FAX C007)240-77'J7
ZNPO: .143-7982 '
'Name
'Legml
SPARROW'S ELEC
~261 SOUTH PARK'DR
BK8 LT6
MOUNTAIN PARK ESTATES
Pr,4 - CALl. 3OMtNS 54 II,SPEll/ON
NO NONCdMPi.~WC~ OBSERVED
r'l 'CORRECt'IONS ESSENTIAL. AS EXPLAZNEO BELOW
WILL RE-EXAMINE AT flEXT
[~ INSPECTZON
:,.~ ~;. : :COM~4EN~.,ffur'hlln~,ct~r use
Permit 03-758!
[] DO NOT OONCEALUNT~LRF~N~PECTZON
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this !
day of ~-~/~, t... 200.5, by and between "-~oi~o.~"~ 'x~ t{ , herein the
"OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In
consideration of the mutual covenants contained herein, the parties to this Memorandum of
Understanding agree as follows:
1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants
peunission to Owner to' utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as,~ located at _ _
LOT-6 [5
Anchorage, Alaska.
2. Definitions.
A.
Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces
not included in the original construction permit and design. Prior to
performing any alterations to an AWWTS the oWner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65
Certificate of On-Site Systems Approval. An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with AMC
Page 1 of 5
Ee
Fe
15.65. These approvals certify that the systems are adequate for the
homes that they support and meet the codes that were in place at the time
of system construction.
Damage. Any man-made or natural change in a system that would
inhibit the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included
in the ori~nal design which would allow the AWWTS to continue to
perform as designed.
Permit (Construction). An On-Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
Permit (Operating). An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AV~VTS, upon meeting all requirements
of this a~eement, the conditions of the Operating Permit, the
requirements of the On-Site Wastewater System Construction Permit
and all relevant provisions of AMC 15.65.
Fee. Oxvner shall pay to Municipality an annual
3. fee of
($ 0), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
Page 2 of 5
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AWWTS. The te,m begins on the date of approval by the Municipality of the installed system
and shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of on site approval is issued to the
new owner or transferee of the property.
5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not
to make any alterations, removal of parts or additions to the AWWTS without a Construction
Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner
during the tem'x of this Memorandum of Understanding, and any extensions or renewals
thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3)
adjustment(s), (4) replacement costs, and (5) inspection costs. Further, owner agrees to
comply with all applicable ordinances, laws, regulations, rules and orders for the AW~VTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the temxs and
conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be
submitted to the Municipality annually upon the renewal of the pemiit. The schedule of
maintenance and repair contained in the Owner's AWWTS Operating Permit is:
Page 3 of 5
C. O~vner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the systems.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On-Site Systems Approval.
G. O~vner agrees that the relevant provisions of the standard specification
guidebook for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AWWTS.
7. Nonwaiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in
any way affect the validity of this Memorandum of Understanding or any part hereof, or the
right of such party thereafter to enforce each and every provision hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with the same
formality as this Memorandum of Understanding was executed and such writing shall be
attached to this Memorandum of Understanding as an amendment.
Page 4 of 5
B. For the purposes of any amendment modification or change to the teans and
conditions of this contract, the only authorized representatives of the parties are:
Owner:
Anchorage: Purchasin~ Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding shall be brought in the Superior Court for the Third Judicial District of the
State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and
obligations of the parties under this Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed invalid
by a court of competent jurisdiction shall not invalidate the remaining provisions of the
Memorandum of Understanding.
OWNER: MUNICIPALITY:
- (...~ ~ Title:
Date: ~/--/--0 ~ Date:
STATE OF ALASKA )
) SS.
THIRD JUDICIAL DISTRICT )
T~ foregoing instrument ~vas ac 'kno~vledged before me this I day of ~vt~l,2001, by
['~ C't~ Ice' [-~-~ ~ °x~,the ~x ~ of ' . oh behalfof
Nlunicipality of Anchord~e. .'"":'::
? .. '- -C' ::
Page 5 of 5 '"' .... :::"?""
MUNICIPALITY OF ANCHORAGE
Developrnent Services Deparfrnent
On-Site Water & Wastewater Program
4700 South Bragaw Street
P,O, Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Sep 12, 2002
Expiration Date: Sep 12, 2003
Permit Number: SW020340 Parcel ID: 017-432-20
Legal Description: MOUNTAIN PARK ESTATES #2 BLK 8 LT 6
Design Engineer: 0041 AK Water & Wastewater Consultan' Site Address: 007261 SOUTH PARK DR
Owner Name: Jay Seymour Lot Size: 19032 SQ. FT.
Owner Address: 3581 VASSAR DRIVE Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE, AK 99508-4554
This permit is for the construction of:
~-~ Disposal Field ~-~ Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
Ail construction must be in accordance with:
1, The attached approved design.
2, All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
to Lt O X 5' w A' C ,a" d,
Received By:
Issued By:
Date:
Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
Parcel I.D.
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAHILY DWELLING
(~ { 7-' &/~'2 -~--'~ Permit Number
Property owner(s)
Mailing address (1)
Mailing address (2)
JAY SEYMOUR
7201 SOUTHPARK DRIVE * ANCHORAGE. AK
Day phone 564-4106
Zip Code 99,51
Legal description (Lot, Block & Sub'd.) LOT 6. BLOCK 8: MOUNTAIN PARK ESTATES SUBDMSION
Legal description (Section, Township & Range)
Lot Size /4 0~'~¢"~ AcreslSq.Ft. Number of Bedrooms 4
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
Well Only
Water Storage
Jacuzzi
Water Softening Unit
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.
ALASKA WATER &: WASTE'WATER CONSULTANTSr .INC.
Permit Fees:
Date of Payment:
Receipt Number:
Waiver Fees;
Date of Payment:
Receipt Number:
ALASIG WATER & WASTEWATER
J~'~.--~--- ' CONSULTANTS, INC. ·
July 10, 2002
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Braga~v Street
P.O. Box 196650
Anchorage, AK 99519-6650
Reft Proposed Septic Upgrade for Lot 6, Block 8; Mountain Park Estates Subdivision/t2
ADVANTEXTM TREATMENT SYSTEM
To whom it may concern:
1. GENERAL: The existing 3 bedroom house is served by a private well and septic system. The
septic system is in a state of failure and needs to be upgraded. A test hole was excavated on the
property. We are proposing to design the septic around the 30 foot radius of this test hole. Due to
the limited area available and high groundwater we are proposing to use an Advantex treatment
system which will allow for a reduced sized drainfield.
2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring,
and the percolation test results.
3. DRAINFIELD APPLICATION RATE: A percolation test was performed in the test hole
between the depths of 2.5 to 3.0 feet and the rate was determined to be 10 minute/inch. The
allowable application rate for the Advantex system effluent is 5.0 GPD/F1'2' Regardless, we are
going to conservatively assume an application rate of 3.0 GPD/FT2.
4. TRENCH DESIGN:
a. Percolation Rate: 10 minutes/inch
b. Proposed Application Rate: 3.0 gallons/day/fi
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 200
f. Total Depth: 3.5 feet (max.)
g. Sand Filter: 1 foot
h. Effective Depth: 0.5 feet
i. Width: 5 feet
j. Minimum Length: 40 feet long
k. Effective absorption area: 200 ft2
6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246
5. ORENCO PACKAGE SYSTEM: The Advantex Treatment System will utilize an Orenco
Systems fiberglass tank. As with their standard STEP tank, it is equipped with a high water alarm
per M.O.A requirements.
6. SURFACE WATER: There is no surface water within 100 feet of the proposed septic
system upgrade.
7. TOPOGRAPHY: As can be seen on the topography site plan the average topography is a 5-
10 percent slope running approximately northeast to southwest. In short, there are no slope
concerns.
8. CLOSING: I am open to any suggestions from your department that would be an
improvement to the proposed system. I am unaware of any negative impacts that this installation
would impose on adjacent wells, or septic systems. If you have any questions, please call us at
337-6179.
· er
P.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, a trench detail,
two soil logs, and a 7 page construction specification letter which are all part of the design
package for this septic system.
6901 Dcbarr Road, Suite 2B ~ Anchorage, AK 99504 ~ ?h: (907)337-6179 ~ Fax: (907)338-3246
I * I I
I blOUNTNN PARK EST Iii2 ~ MOUNTAIN PARK EST ~12 I I MOUNTNN PARK [.~
I I I I I
I~ I I
I ~ I I ' -~i-
,, I ,, I
I LOT 8, BLOCK 8 I ! ~ '
I ~ --- ~... ' MOUNTAIN PARK ES'T ~IZ I
I / ~ / I I ~ tn'
I I' i I '1
i I I I
I I I ! ! I I LOT 4. BLOCK 8
I I % I I I I MOUNTAIN PARK ~'-¥ ~2
I I LOT 4, BLOCK ? ~ ~ LOT 7, BLOCK 8 I I (SERV~ BY CLASS C
I I MOUNTAIN PARK EST ~2 MOUNTAIN PARK ~ ~2 I I WELL LOCATED ON LOT 2)
I I
" ---~ ~ '~' % '- % I '! ~" -'
' ,' -----.-"~ '. ..~-;-_ ~., .,-' ,' I"
I I
I I LOT 5, BLOCK 7 ./ ] '~, ~ ,/..~%~/'"".-.~-~ "t" ~r"THtl / , \
I I MOUNTNN PARK EST ~2 // I ~ ~/ X-' //'",f 1~ I LOT 5, .._St.J~.. K a _
I I I . m :.,/ / ~ I I .A l/ I MOUNT. NH PAR~. ~"¥ t2
,, , . . , j ,
'-' ' ..... '~ ...... '-'-- I '--/----/-??'=~: ~, ""m--~-? ........ i )',,\--~-
%.~ ~'\ , ~.' ' .... I / (SEE DESIGN PA~E 2 OF 4)
I I LOT 1. BLOCK 4. ' ~ 24.. BLOCK ;3 I I lOT 1. mOCK ,3 ' /
ii il MOUNT~N PARK ~ :IF2 I MOUNTNN\ PARK EST 22 i Il MOUNTAIN/ ·PARK Es-r 22
I I I %. I I / %
I I I I I
I I ~ I I
I I LOT 2, BLOCK 4 I LOT 23, BLOCK 3 I I LOT 2, BLOCK 3
II I MOUNTAIN PARK EST ~2 MOUNTAIN PARK Esr ~2 I I MOUNTAIN PARK t..~¥ ~12
i ' I I '
'' I ,,
I I , I I ,
I I
I I I I I
I I * I I
'' I '' I
I I I I
I I * i I
~ 7/s/2002~--"' ,','
.---.. OF. ,~'L
ALASIG% WATER & ~VASTEWATER ,~:. ~-~!,~- ".Z
- CONSULTANTS, INC., .......
PrePAR[c For PHOn£ h~ae[~: pac~ ~uaf~r: ~
JAY SEYMOUR 564-4106 1 OF 4 {~_ ".~sff ~/ ~. 6~rness.:
,~ o~.,,..o.: %LI'. I c~:-7~5~ ...'
MOUNTAIN PARK ESTATES SUBDIVISION ~2~ LOT 6, BLOCK 8, '~;~;,,"~ '.1. ' ...' E~-"
1YPE OF WORK: ~ · ~'0~
SITE PLAN FOR PROPOSED SEPTIC SYSTEM UPGRADE
j ~ I i
/ \ .GTE: THE: CONTRACTO. SH.~,LL HAV~ THE: EAST ,o'r U,~' I I
I './ \ AND 10' UTILr[Y EASMENT. THE 100' WELL RADIUS ON THE
REFERENCED PROPERTY AND THE 100' WELL RADIUS ON
~ LOT 7, BLOCK 8; MOUNTAIN PARK EST. S/D ~2; FLAGGED i i
/ BY A REGIsi[RED LAND SURVEYOR PRIOR TO CONSTRUCTIOh
/-- \ I I
/ \ ENo,.~ ,,.,... ,,~o':' I I
CONFIRMATION PERK 0 THIS END
/ X OF TRENCH DURING CONSTRUCTION- I I
I I
x "> ~ ~xls~Ng s~c .T~K'TO \ ~ --
~ /' % s~: .,,B,mOoNrn .ER UPC--i \ "7' I "J"
/ , .........'. c'~--~3~,I ..','...'~!....., ~,,~ I
/ ~ PROPOSEO 4 B_EImO0a eq~t~ I ~.~,.,,~C~~ _ ~ .. ;.; ·
/ I (s~DL~-r~L, P~£ ~ or 4). -'~-I ~/~, ~ ~
.- / '= 7LT'.T -- - ".~ '.: ,i.'...,
/ ~°' ~ ~ ,' .,(/ ,....'. , ..
/ ~o, ~ ~ o~_//~
/ ,~,~.,:, ..,.~¥ ~/ / ,.,,~:,,,,...,.To,,~,NG,.,~,~o~
/
DIVI~Jt.R--" ' (4' WIDE) UNDER --
DRIVEWAY
/ / / ....
-- SOUTH - K DRIVE_ _ --/ -- / PROPOSEO DRNNFIEt. O. EXC_.AVAI~
/ / / ^ 'r~,c. T~T ~s =.~ ,:rr om'
MAXIMUM BY ~ l'L.t.I WlOE BY 40
/ / / ,~T u~NG. = ~ m~TO~
/ ~.ox ~.o~ SaD ~L~
~ ! ? THE. O.~ ~'r o~ ~..c~.. --
, ALASi~ WATER c.J.O. ~f~;~.4. ,i!l
& ~VASTEWATER,~:. , ' ,
...... CONSULTANTS, INC. ' " - = ~0'
JAY SEYMOUR 564-4.106 2 OF 4 ~;~;~;~;~;~;~;~;~'.. ,~"l;el~ ~
IdOUNTAIN PARK ESTATES SUBDIVISION #2~ LOT 6, BLOCK 8, .... "
DESIGN DRAWING OF PROPOSED SEPTIC SYSTEM UPGRADE
~ J,. CROSS AdvanTex' Treatment System ~':. ·
P.E. HAS THE
,~,,~ ~u~ AX20 - Mode la :o.,
40x94Pod
N~ ~E ~D INSU~ON TO B~~
~E ~V~ RL~. ~IS WI~ ~W
FOR H~T TO ~E ~ T~K ·
RISE ~ ~E ~L~ ~ ~.
~ ~a)k / ~0 ~
5 L ........................ z_ .........................................
~ :~ ~1 ~'~ :.
~'~ ~~Jlllil~lllll~ll~ ~ Illlllll
~m~ I i~llJll~llllllllKllll ~ Ill UII[ :
~'~k ~ t~~'. - ---'- --'J ~ III ~111 ii
~'*~"~ / I " ' ~' ;, _~ i, ~1 III1~[ WU~T
7 / 10 / 2 0 0 2 o~%~,
c.~.o. ~?' ~. ~'-..~
GONSULTANTS, INO,,
6~01 D~BA~R ROAD. SUITE ~B · ~NCHORA~E, AK q~5~ $ ~0NE (~07)351~179 · FAX (907~58-5Z~6 N,T,S, .....
JAY SEYMOUR (907) 564-4106 5 OF 4 ~ ~f '
,OUNTA~N ,ARK EST*T~S SUaD~V~S~ON ,== LOT ~. ,LOCK ~. '""
~E OF WORK: %~[Cofessloo ~
DETAIL OF ADVANTEX TEATMENT SYSTEM WITH LI~ STATION
j UT UT
· ~,0 FLt.~' I..ONC
I_ ~ n~ or ~.o.~
APPROVED ,,~AND
AI~I~ ~VATER & ~VASTEWATER ~
6001 DEGA~ ~OAD. SUITE?B *,,ANCNOIAGE. AK 0950L · PHONE (qO715S7417q * FAX (qO7958-$~6 N.T.Se
PR~ FOR: P~NE NUMBS: P~E NUMBS:
~AY SEYUOUR (go7) 5~4-4106 4 OF 4
~ DE~RI~ON:
UOUNTAIN PARK ESTATES SUBDIVISION ~2~ LOT ~, BLOCK
DETAIL DRAWING OF PROPOSED DRAINFIELD
ALASI~ WATER & WASTEWA, TER
C 0 N~S.U. LTANTS. INC.
ISOIL LOG - PERCO~TION TESTI
~O~ DESCRI~ION: MOU~NN P~K ~A~S SUBDMSION~[ 6. BL~K 8
PERFORMED FOR: JAY S~OR .... DA~: 5/29/2002
ORGANICS ~EST HOLE ~1~
GM/ML
SOILS LOGGED BY:
COMHENTS:
GH w/
COBLES
SOIL CLASSIFIGATION$
;.~'-~!GP ML
GM CL
GC OL
o ~ SW MH
· SP CH
SH OH
SC
DEPTH TO
GROUNDWATER DATE
WEEP 7' 5/.29/2002
STANDING H20 9' 5/,29/2002
*DRY TO 7' 6/4/2002
*DRY TO 7' 6/7/2002
DATE READING
6/3/2002 1
PERCOLATION RATE
TEST RUN BETWEEN
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
4:35 - 6' -
5:05 30
. 2 1/2'
6'
5:05 -
5:35 30 3" 3'
5:35 - 6' -
6:05 30 3' 3'
, I
10 (MIN,/INCH)
2.5 FT. AND
,.3 1/2'
PERC. HOLE DIA. 6 (INCHES
3.0 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: [] YES
JASON WOOD PERCOLATION TEST PERFORMED BY:
*HOLE FILLED WFCH DIRT AT 7'. NO WATER
I--]NO
ZACH GALL
PERFORMED BY AKWWC. INC. I. JEFFREY A. (;ARNESS, CERTIFY THAT THIS W/AS IjI'ERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE:
'1
i
Sent By: AZaska WeteP snd ~htaste',va*.eP Con; g07 338 3246; JuZ-10-02 16:40; Page 3
Municipality of Anchorage
Development Services Department
BJild~g Safely Div[slon
On-S~fe Wa~cr end. W~at~r Program
47~ B~aga~ Str~l
P,O. Box ~650 ~c~omge. ~ ~)5194,650
PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE
WASTEWATER DISPOSAL SYSTEM
This agreement, dated ~'-~ ~ , is nm~e between the Municipali~ o£Anchorag.-
Devdopment Serx ices Department (DSD) ~d th: propeay o~cr(s) of:
'Dtis a~ecment is made for the pu~ose of maintain~g an on-site x~ste~ater disposal system on
· e subject property,
The propert3' owners agree to tko following:
Submit to thc Municipality of Anc!:omge, on an annual basis, an L-upection and operation
statement from a registered profc~siomfl engine,er. Thh irzpccfion and operation statement shall
verify that the engineer has inspected all effluent and ak pmnps, llmers, and alarrru, and that an),
deficiencies have been rcpairM and that the system is f,m~cfioning as designed.
~ U ($ igm'~turE)
(Stgnature)
(Printed)Name)
(Printed Name)
The Foregoing h',stmmen! wa.~ ackn,o, wledged before me by
51om ._.q vnenJr on of
nes~ my h~d ~d seM. ~
NoIa~ Public (Signature)
~otmy's printed ~e) My ~mmisslm ~r~
My Commission Expires N~m~r 9. ~
GRE · ~R ANCHORAGE AREA BO~,. ~GH
Department of Environmental Quality
....... 3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
..... °-9 z~ ?¢ PHONE
LOCATION LEGAL DESCRIPTION ''~
SEPTIC TANK:
DISTANCE
FROM WELL
INSIDE LENGTH
MANUFACTURER
INSIDE WIDTH
NUMBER OF ,,~
COMPARTMENTS
LIQUID DEPTH
LIQUID CAPACITY/"~'~'OGALLON$.
TILE DRAIN FIELD:
DISTANCE FROM WELL*/~¢(?/
NUMBER OF LINES
ABSORPTION AREA
DEPTH: TOP OF TILE TO FINISH GRADE
FOUNDATION /"~[ / TOTAL LENGTH ~/~. ,...~ /
· NEAREST LOT LINE /"~") OF LINES
-?
DISTANCE BETWEEN LINES TRENCH WIDTH~ IN. TOTAL EFFECTIVE
SQ. FT. LENGTH OF EAC, LINE
WELL: ',// ...--,
TYPE __ f~))~-I~Z ~-'u CONSTRUCTION ~ff~->~L~--~ ~'- ~'~'~ DEPTH
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION , LOT LINE SEWER LINE__ TANK SYSTEM
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED
REMARKS
DISTANCE FROM:
DISTANCES:
SEWER LINE DEPTH:
PIPE MATE RIALT/~'~'/L'~. t
LOT SLOPE:
REMARKS:
DIAGRAM OF SYSTEM
O ,_cc. ii
Form LQ-032
i TO
j, TO
- TO—
t: TO
AAUNICIPALITY OF ANCHORAGE
i` " {i
DEPT .O: h t(UH
M -�% DRILLING, Inc.' r .
ENVIRJ MEVtAL PROTECTION
P. O. Box 4-1224 • 1310C International Airport Road
(907) 274-4611
MAR 1I Ij�,N';.
ANCHORAGE, ALASKA 99509
RECEIVED
DRILLING LOG
—r Use of Well nom
Well Owner
Location (address
of: Township, Range, Section, if known; or distance main road
T 6, P8 P;1niltn rk-1 T, Pa, -1c r ^f?.h.•c
Size of casing ''
Depth of Hole ? feet Cased to 4d, feet
Static water level Al
ft. (above) (below) land surface. Finish of well (check one) open end ( X.
Screen (; ) ;
Perforated
erforation
Describe screen or perforation—
Well pumping test at
Wellp P� g
' gallons per Hour minute for hours with I t���,r, 4
& p ( ) (minute) w,
=ft• '
of drawdown from static level.
Date of completion
r,
WELL LOG
Depth in feet from
ground surface
Give details of formations penetrated, size of material, color and hardness
To
TO
41.
�0 TO '-%3
Bedrock t n7 -s?. �' •_ends iri simt (lir fi dr, tit r(2
TO
TO
TO
T
�z
TO,
NNVWA Certified Contractor
'TO -
^'t' ate D . 814
�1
i TO
j, TO
- TO—
t: TO
F'ERHIT NO.
DEPFIRTHENT OF HERL. TH FIND ENVIRONHENTFIL F'F..:OTE(]:TION
25±6 E. TUDOR RD.., Ri'.,1C:HORFIGE, FIK. S~9507
u:~ li"-,li -- :.7¢ ][ 'T .LIE: :_--] E ~...~ E F..: tF-:'~ E
76794 .':,
FIPPL. I CANT
i..OC'FI T I 0 i".1
LEGFIL
_F.~VI?Y [:ll.)EL. LER
SOUTH PFtF.:k: & FOSTER
L6 E,',S' ['IT PRRK EST t~2
Z.':55]-": I.qEST 79TH R',,"E
L_OT SIZE
TYPE OF SOl(. RE:SORBTION SYS]"EFI I:5: TRENCH
t"IRXII"IUH Nur'10ER OF' BEDRO01'"IS = 4
SOIl._ RRTING (SQ FT,.-"BR::,= :1..2::5
THE REQUIRED SIZE OF THE SOIL RBSORF'TtON SYS"r'Ei',I IS:
THE LENGTH DIHENStON IS THE LENGTH ,::IN FEET) OF THE TREI'.,ICH OR DRRII",IF'IEL..I:).
THE DEPTH OF FI TRENCH OR PIT IS THE DISTFINCE BETf.,.1EE:N THE SUF..:FFIE:E OF THE
GROUN[:, RND -/'HE BOT-/'OH OF -/'HE EXCFI',,,'RTION ,::II'.,I FEET.':'.
THERE IS"; NO :BET [4I[:,TH FOR TF.:ENC:HES.
THE GRR',,,'EL DEPTH IS THE: HINIHUH DEPTH OF GRFI',,,'EL. BET[4EEN THE OUTFFILL. PIF'E
RND THE BOTTOH OF THE EXCRVFIT]:ON ,::IN FEET.':,.
BFICKFILLING OF RNY SYS"I"Ei"I WITHOUT FINRL tNSPEC'FION RND RF'PROVRL E:Y -/'HIS
[:,EF'RRTHENT !,.IILL BE SI..IB3'ECT 'TO F'R. OSECUTION.
HINIHUH DISTRNCE BETI.4EEN R WELL RND RN"r' ON-SITE SEI4RGE DtSF'OSRL SYSTEI"'I IS
::L00 FEET FOR. R F'RIVFITE P-lEI_(_ OR 2C4ta FEET FOR R F'LJBLIC F!ELL.
SPECIFICATIONS RND CONSTF.:UCT!ON DIRGRRHS RRE R',,,'RILRB[.E TO INSURE PROPEl:;-':
I NSTRI_LRT I ON.
I CERTIFY THRT
::L: I RI"'I FRHIL. IRR. NITH THE REQUIREHENTS FOR ON-SITE SE!-,.IER:..-]; FIND 1.4ELLS RS SET
FORTH B'Y ]'HE HUNICIPFILITY OF FINCHOF.:FIGE
2: I 1.4ILL INSTFtL. L THE "-.',YSTEH IN FICCORDFIi",ICE t,.IITH THE CODES.
2:: I UNDERSTRND THRT 'THE ON-SITE SEI.,.IER S"r'STEI"'I I"IFIY F.'EQUIRE EI",ILRRGEHENT IF THE
RES IE:'ENC:E /ItS F.:EHC~DEL. E[:' TO INCL. Ul.)E HOF::E THFII",I 4 BEDI';:001'"IS.
ISSUE[:, BY _C ........ DFI-/'E .... '
P~for~ed for
Legal Descri?~ion:
This form reports:
Anchora.:. e, Alaska
,' ', ti,' ~/~
Soils log
Depth
Feet
]
3-
4-
5-
10-
11-
12-.
13-
/R
Was ground water encoUntered?
/
If yes, at what depth?
Reading Date GroSs TiF,~e ' Net Time Depth to lt20 ~et Drop
t'-
?ercolation rate m~nute,
~ro?osed installation; Sea?age Pit Orain Field
~c~1>~ of Inlet . Oe~ZS~-O-~-~'~sm of pit or t'~l~:~'~[~-- .
= ~: .... ............... ~ .......................... ~:_:~ ::--W:,,a~-:-
Parcel I,D.
1.
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
017-432-20
GENERAL INFORMATION
Complete legal description MOUNTAIN PARK ESTATES
Location (site address or directions) 7201 SOUTHPARK DRIVE * ANCHORAGE, 'AK 99516
JAY SEYMOUR I Dayphone 564-4106
7201 SOUIHPAEK DRIVE * ANCHOR~GE~ AK 99516
Day phone
JOHN LEVY w/ DYNAMIC PROPERTIES Day phone
3111 "C" STREET * ANCHO~GE, AK 99505
Unless otherwise requested, HAA w#l lee held by DSt) for pickvp.
NUMBER OF BEDROOMS: 4
HAA# ,t-./ ,~
Expiration Date:
261-7600
~SUBDIVISION #2; LOT 6, BLOCK
TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
TYPE ~3F WASTEWATER DISPOSAL:
· .
ndi,vldua On-site
Individual Holding tank
[] Cor~munity On-site []
[] Public Sewer []
The Municipality of Anchorage Development Services Department tDSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority
Approval are valid for 90 days from the date of issue for properties ~;erved 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.
Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ at, or pdor
to closing for the engineering services provided.
4. i STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application,
shows that the on-site water supply and/or 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.
NameofFirm ALASKA WATER &: WASTEWATER CONSULTANTS. INC. Phone 337-6179
Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK 99504.
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation', AKVVWC, Inc. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results desc#bed 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 ~he syatem. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. AKWWC, Inc. can therefore not provide
any warranty or future estimate of how long the system wilt 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 fight whatsoever.
DSD SIGNATURE
~ Approved for L.~ bedrooms.
J~ Disapproved.
Conditional approval for
bedrooms, with the fllowing stipulations:
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
Manitenance Agreements
Supplemental Engineer's Reort
Other
(Rev.
Original Cedificate Date:
Municipality of Anchorage
Development Services Department
Building Safety Oivlsion
On-Site Water & Wastewater Program
4700 SOuth Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
w,,~w,ci.anchorage.ak.us
(907) ~43-7904
Legal Description:
A. WELL DATA
HEALTH AUTHORITY ~,PPROVAL CHECKLIST
MOUNTNN pARK,, EST., S/D 1~2; LOT, 6~ BLOCK 8~ Parcel ID:
*PER lg84. H.A.A.
Welltype PR~VA~ If A, S, or C provide PWSID~ N/A
Date completed '2/12/1976 Sanitary seal (Y/N) .YES,
Total depth. *273 fL Cased to. '4.4L ft.
FROM WELL LOG
Date of test ,2/12/1976
Static water level 20 ,. ff.
Well production -::- 2 g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 = colonies/100 mi.
Araeni=: N/A mgJL.
SEPTIC/HOLDING TANK DATA
017-~4~2-20
Well Log (Y/N) *YES ..
Wires properly prote~ted (Y/N) YES
Casing height (above ground) L 12+
AT INSPECTION
3/18/2oo ,
29 , ft.
1 .?5 g.p.m.
in.
Nitrate 0.20 mgJL. Other bacteria 0
Date of sample: ~/~8/2005 Collected by:
*THIS IS ,~1 ADVANTEX TREATMENT SYSTEM
colonies/100 mi.
AKWWC~ INC.
Tank Type/Material *FIBERGLASS
Tank size, ,!500 ,, gal. Number of Compartments ,2 ,,
Foundation cleanout (Y/N) ~ Depression over tank (Y/N) .,N.,O
Date of pumping ..... NEW Pumper
Date installed , 5/20--25/200.5
Cleanouts (Y/N) YES
High water alarm (Y/N) _ , YES
*BELOW fiNAL GRADE. 1 FOOT OF M.O.A.
ABSORPTION FIELD DATA APPROVED SAND fiLTER BELOW TOTAL DEPTH.
Date installed j3/20~2~/2003 Soil rating (~or ft~/bdrm) 2.0 System type . TRENCH
Length , 60 fl. Width 5 fL Gravel below pipe ,0.5
Total depth *,3-57~-3J12,ft. Eff. absorption area ,~00, ft2 Monitoring tube YES
Date of adequacy test NEW. Results (Pass/Fall) -
Fluid depth in absorption field before test , - in. Water added - gal.
Elapsed Time:. -, min. Final fluid depth - in. Absorption rate >=
Any rejuvenation treatment (past 12 mo.) (Y/N & type)
,fl.
Depression over field NO
For 4. bedrooms
New depth .- in.
- g.p.d.
- ., If yes, give date -
LIFT STATION
Date installed 3/21-25/2003
TIMER
"Pump on' level at/24.§in.
Size in .gallons 1500~
TIMER
"Pump off' level at /15in.
Manhole/Access (Y/N) YES
High water alarm level at 46/28
irt.
Datum BOTrOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? YES
E. SEPARATION DISTANCES
*TO EDGE OF SUMP ON LOT 7, BLOCK
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'-I-
On adjacent lots 100'+
Absorption field on lot 100'+
On adjacent lots '104'+
Public sewer main N/A Public sewer manholelcleanout
Sewer/septic service line 25'+ Holding tank N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main N/A Water service line 10'+ Surface water. 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+
water service line 10'+ Surface water 100'+
Water main N/A
Driveway, parking/vehicle storage 2'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
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 HAA guidelines in effect on this date,
Engineer's Pri~ed I~ame
JEFFREY A. GARNESS
~ ~-' Waiver Fee $
Date of Payment ~~_~_~ Date of Payment
Receipt Number~ Receipt Number
(Rev. 12/01)
26.1 ?524 P-01
I
AS-BUILT NO CORNERS SET THIS DATE
I hereby certify that I have pedormed a Mortgagee'a inspection
of the ~lowlng descdbed property: 40/' ~,; ~'/_a,',~'
.. /,4 o u ~ .r ,~ , ,~ ~,4 ,~ ,4 /E ~. v ,~ T g. ~ .) . ~ ~/.~ ,~ . ,Me,
Anchorage Recording Precinct, Alaska, and thal the
Iml~'ovemants sltuatea'thereon are within the property lines and
do not ovedap or encroach on the prope~'ty lying adjacent
thereto, that no Impmvemanl,~ on property h/lng adjacent thereto
encroach on the premls~s In question and that there are no
roadways, t~ans~s$1on lines or other v{s .~e esaemenL$ on said
property except a~ Indicated hereon.
Dated at Anchorage, Alaska
FRED WALATKA & ASSOCIATES
(907) 248.1688 Englnesra and Surveyom
ADEQUACY TEST
WATER AND SEWER INSPECTION
WELL iNSPECTIONS AND
PLOW TEST
SITE PLANS
ROAO DESIGN
SOILTEST
ON SITE WASTE WATER
DISPOSAL SYSTEM DESIGN
EXCAVATION WORK
Rudy Mueller
Mueller Construction
Star Route Box 2383-R
Anchorage, Alaska 99507
ROBERT A, SHAFER
November 6, 1983
CIVIL ENGINEER
694-2979
Dear Mr. Mueller,
Reference: Lot 6: Block 8: Mountain Park Subdivision #2
A sewer system adequacy test was performed on the system located
on the referenced property as you requested. The septic tank
was p~ an Anchorage Cesspool Pumper and was verified to
have a capacity of 10~0 gallons. The absorption trench was
tested by a continuous flow of water over a period of 24 hours
without any adverse effect on this system.
It can be concluded from this test that the waste Water disposal
system serving-the three bedroom residence .located on this
property is currently functioning adequately. However, the
system cannot b~ guarantee~ent failure.
I~ we~be of further service, please do not hesitate to callo
cc: MuniciPality of Anchorage
Department of Health and Environmental Protection
SRB 196X EAGLE RIVER, ALASKA 99577
MUNICIPALITY OF ANCHORAGE'
DIVISION OF ENVIRONMENTAL HEALTH
DEPARTMENT OF RR. ALTH AND ENVIRONMENTAL PROTECTION
APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE
1. General Information
(a) Legal Description (include lot, block, subdivision~ section, township, range)
Location (address or directions)
~' ~'-
(b) Applicants Name ~ ~%~/~ Telephone - Home Business
Applicants ~dress 7~
(c) Applicant is (check one) Lending Institution ~; Owner/builder~ ;
Buyer ~ ; Other ~-~ (explain);
(d) Lending Institution ~ZZ~,~A~.~'~'~'
(e) Real Estate Co. & Agent ~°f~'~"~--~'~s~'~ -- ~ ~'~C
Telephone
Telephone
(f)
Mail the HAA to the following address:
I '~ ~ I ~ ; /~ ./ ( ~"
2. ~YPe of Residence
Single-Family~
Number of Bedrooms
Mul~i-Family~-~
Other (describe)
3. Water Supply
ndividual Well Community 122 u lic r--I
Note: If community well system, must have written confimnation from the State
Department of Environmental Conservation attesting to the legality and status.
4. Sewage Disposal
Onsite~ Publtc~-~ Community~ Holding Tank~-~
Note: If 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 Providin~ 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 Authority 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 codes, ordinances, and regula-
tions in effect on the date of this inspection.
Telephone
/ ,~iP'.° A '..'i~ ~,,~
~.'
(ENGI~ER S~)
DHEP Approval
-~~~
Approved for ~ bedrooms By
' - ,:.' .-,,:: -/ / --
Approved
~ Disapproved ~ Co~ition~
CAUTION
THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
(DHEP) ISSUES NRALTH AUTHORITY APPROVAL CERTIFICATES BAS'ED SOLELY UPON THE REPRESEnt-
ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER 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 REQUIRE-
MENTS. EMPLOYEES OF DHEP 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°
(DHEP SEAL)
RR4/ej/D18
[Page 2 of 2]
7-19-84
WELL DATA
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
Legal Description:
Well Classification ~ ~
Well Log Present (Y/N) ~/
Total Depth ~75 Cased to
Static Water Level ~C)
Casing Height Above Ground I ~ ~
Electrical Wiring in Conduit (Y/N) ~/
Separation Distances f~om Well:
To Septic/Holding Tank on Lot ~O ~
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line ~O~- ~.
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL P~:OTECTJON
DEC 0 5 'J984
RECEIVED
tot b , l<
If A, B, ~ C, D.E.C. ~pro~d(Y~)
~te ~le~d ~/~ Yield ~.~
~ ~ ~pth of ~outing I~ ~ ~
~ ~t At :7m
Sanita~ ~al on ~sing (Y~) Y .~
~ssion ~nd ~l~ead (Y~I ~
; On Adjoining Lots
i l ,~ ; On Adjoining Lots'
To Nearest Public sewer
Cleanout/Manhole ~OIq~ :To Nearest Sewer service Line on Lot
Water Sample Collected By ~ ~, ; Date ~. ~" ,~ ~
Water Sample Test Results ~
C~t~'t~ts
B. SEPTIC/~ TANK DATA
To Water-Supply Well ~O~
To Property Line I!~ +
To. Water Main/Service Line
sou=se No I'!,
Date Installed Od.~/ /qT& Size No. of Cut~a~t~rents 7-~/O
Standpipes (Y~) ~ Ai~-tight Caps (Y~) ~ Foundation Cleanout (Y,~) ~
~p~ession o~ Wa~ (Y~) ~ ~te ~st P~d ~ ~ ~ ~ ~.
P~ing~intenan~ ~n~a~ ~ File (Y~) ~/~ ; fo~ ~/~
Holding Ta~ High-Wate~ ~a~ (Y~) ~ ~a~y Holdi~ Tank Petit (Y~) W/~
~p~ation Distance ~ ~ptic~olding Ta~:
To ~ilding F~ndati~ ~O
To Dis~sal Field ~ +
To S~e~, Pond, ~e, ~ ~jor ~aina~
Comments
[Page 1 of 2]
2-15-84
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed O~.7' / ~ 7&
Width of Field ~"
Square Feet of Absorption A~ea ~
Depression over Field (Y/N) ~
Results of Last Adequacy Test
Separation Distano9 from Absorption Field:
. Type of System Design
Length of Field
Depth of Field
Gravel Bed Thickness
Standpipes P~esent (Y/N)
Date of Last Adequacy Test '~/~
I I ~ To P~operty Line i O +
To Existing or Abandoned System cn
; On Adjoining Lots ~O ~
To Cutbank( if present) ~ O N ~
NoN
To Water-Supply Well
To Building Foundation
Lot NO~-
To Water Main/Service Line
To Stream/Pond/Lake/c~ Majo~ D~ainage Co~se
To D~iveway, Pa~king A~ea, o~ Vehicle Storage A~ea
Date Installed
Size in Gallons
"Pt~l~ On" Level at
High Wate~ Alarum Level at
Tested for
Electrical Codes(Y/N)
Dimensions
Manhole/Access (Y/N)
"Pu~p Off" Level at
Vent (Y/N)
Pumping Cycles du~ing Adequacy Test.
M~ets MOA
Comments
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I have checked, verified, or conformed to all MOA HAA Guidelines in effect
on the date of this inspection.
Signed ~
Company ~
KB1/d5/s
Date
zoA No.
[Page 2 of 2]
2-15-84
CONSULTING ENGINEER
203 W. 15th AVE "C" SUITE 203
ANCHORAGE, ALASKA 99501
TELEPHONE: (907) 279-3916
DEBBIE SELWICK
COLDWELL BANKER JACK WHITE CO.
3201 C STREET
ANCHORAGE, ALASKA 99503
DECEMBER 5, 1984
SEPTIC SYSTEM ADEQUACY TEST
LEGAL:
LOCATION:
OWNER:
RESIDENCE:
WATER SYSTEM:
SEPTIC SYSTEM:
DATE OF PUMPING:
DATE OF TEST:
TEST PROCEDURE:
TEST RESULT:
LOT 6, BLOCK 8, MOUNTAIN PARK ESTATE NO.2
7201 SOUTH PARK DRIVE
RUDY MUELLER
FOUR BEDROOMS, SINGLE FAMILY
ONSITE WELL
FROM MUNICIPAL RECORDS:
TANK: Sunset Plastic 1250 gal, 2 Compartm.
ABSORPTION SYSTEM: Deep Trench, 63 feet long,
4 feet of rock
ABSORPTION AREA: 500 sq.ft.
SOIL RATING: 125
INSTALLATION DATE: Oct. 1976
December 5, 1984
~December 4, 1984
System was inspected and tested on December 4,
1984.Water was added to the drainfield at a steady
rate of 6.5 gpm. The water levels of the tank and
drainfield were monitored and the following readings
taken.
Water Volume Sump Depth Tank Depth
-0- gal 2" 52 1/2"
200 6 56 1/2
300 8 58 1/2
400 9 1/2 60
500 10 60 1/2
Time 11.40 am.
Time 5.20 pm. 1 53
This system absorbed 500 gallons of water in a
five hour period. The Municipal requirement is an
absorption rate of 150 gallons per bedroom per 24
hour period. This system surpasses this
requirement.
_ .I
· Tobben Spurkland P.E.
Lot 6, Block 8, Mountain Park Estate
December 4, 1984
Page 2.
The operational life of all septic systems
depends on the local soil conditions, 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 this septic system. We can there-
fore not give any estimate of how long the system
will continue to meet the operational requirements
of the Municipality and State.
I
CONSULTING ENGINEER
203 W. 15th AVE "C" SUITE 203
ANCHORAGE, ALASKA 99501
TELEPHONE: (907) 279.3916
DEBBIE SELWICK
COLDWELL BANKER JACK WHITE CO.
3201 C STREET
ANCHORAGE, ALASKA 99501
DECEMBER 5, 1984
RESIDENTIAL
WELL
INSPECTION
LEGAL:
LOT 6, BLOCK 8, MOUNTAIN PARK ESTATE NO. 2
LOCATION:
7201 SOUTH PARK DRIVE
OWNER:
RUDY MUELLER
TYPE OF WELL:
RESIDENTIAL
WELL LOG AVAILABLE: YES
INSTALLATION REQUIREMENTS MET: YES
WELL YIELD FROM WELL LOG: 2 GPM.
PUMP YIELD:
6.5 GPM
DATE OF INSPECTION: DECEMBER 4, 1984
TEST PROCEDURE:
Well pump was run at a steady rate of 6.5 gpm for 90
minutes. 600 gallons was pumped from the well
without any sign of sediments or pressure drop.
TEST FOR COLIFORMS: Test for coliforms was negative.
TEST RESULT:
The Municipal requirement for well flow is 150
gallons of water per bedroom per 24 hours.This well
surpasses this requirement.
The assessment of the condition of this well applies
only to the conditions as of this date. The flow
rate of the well may change due to subsurface condi-
tions that may not be observed from the surface, and
changes in land use and other factors that may
impact the conditions of the aquifer feeding the
well.
NORTHERN TESTING LABORATORIES, INC.
600 UNIVERSITY PLAZA WEST, SUITE A FAIRBANKS. ALASKA 99709 907479 3115
2505 FAIRBANKS STREET ANCHORAGE, ALASKA 99503 907-277-8378
Corwin & Associates
1000 East Dimond Blvd., #205
Anchorage, Alaska 99515
Attn: Jerry Kress
Sour°e: L6-B8 Mo,.~tain Pa~k Estates
Sample ID#: A010589-1 /"
Date Arrived:
Time Arrived:
Date Sampled:
Time Sampled:
Date Completed:
01/05/89
1015
01/05/89
1000
01/05/89
Parameter Unit Result ADEC MCC*
Nitrate-N mg/1 4.4 10
MUNICIPALITY OF ANCHORA6~E
DEPT. OF HEALTH &
EhA/tRONMENTAL PROTECT/ON
/'. ECEIVED
Francois Rodigari, Anchorage Operations Manager
* MCC = Maximum Contaminant Concentration
Reported By: Date: 01/09/89
J j .¸
APPLIC NT FILLS OUT UPPER HAr ONLY
/ Phone
'Proper~yOwne, Ru(~y ~ Betsy Mueller /
Mailing Address SR BOX 2383-R Anch. Ak. 99507 ZipCode 99507 345-1381
Buyer
Address Zip Code
Phone
Lending Institution
Address Zip Code
Realty Co. & Agent -- P~)o~. - 9 5 5 5
Commonwealth Area
Address P.O. BOX 249 Eagle River, Ak. ZipCode 99577 694-2663
Legal Description Mountain Park #2 Lt.6 Bk. 8
Street Locati~ South Park Dr. /inch. Ak.
Type of Residence
~ Single Family
[] Multiple Family No. of Bedrooms 3
[] Other
Water Supply. /~,~/{? ~ ATTACH WELL LOG. A well Icg is required for all wells drilled since June 1975.
Individual : ~?
,~ For wells drilled prior to that date, give well depth (attach Icg if available).
Community
[] Public Utility 'x, ~.
Sewer Disposal ~'./"
I~ Individual Year Individual Installed:_ 19 76
[] Public Utility When Connected to Public Utility:
[] Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Time Time Time Time
Date Date Date Date
Inspector Inspector Inspector Inspector
Field Notes:
.,/~¥ ~ ~ MUNICIPALITY OF ANCHORAGE
DEPT. OF H'~/',LTil
~ ~ ~--~ ~ ENViRONMEi'4TAL PROTECTION_ET[)
RECEIVED
~.'~ ) APPROVED BEDROOMB }1 ~ 1~ ~ 'Z
~)~"~// ~GONOITIONS OF APPROVAL
( ) GONDITIONAL APPROVAL'
Soils Rating Date Sewer Installed Well To Absorption Area / ~ C) WeLl Log Reoeived
~"'7-~' Well to Tank / ~ Septic Tank Size
72-023
October 25, 19~}3
i(udy and ~Setsy ~,k~e!ieL~
SR Sox 2383-R
Anchorage, AK 99507
Sub3ect: Lot 6~ Block 8, Mountain Park ~;2
Approval for the individual se,,~er and water f{~cilities cannot
be grante~] until the following items have been completed:
The septic tank pumped with a receipt subP. itted to this
department ~
An adequacy test needs to De performed on the existing
leaching area. 'Phis test will determine i'f the system is
adequate according to {.L~tlonat standards. A ilsting of
private firms performing the test is enclos~sd. This report
needs to be submitted to this office for our revi{~w.
Please notify this Department for a reinspectlon when the
noted discrt}pancies have been corrected, lJl there ar~ any
f~rtiN~r qt~estions, please call this o~fice at 264-4720.
JR39/ej/L:2
Commonwealth Area
Eagle River~ A:. 99577