HomeMy WebLinkAboutTOWER ESTATES BLK 2 LT 2Towe
s?a?es
Block 2
Lot
017-411
-33
,Municipality Of Anchorage '--~~
Di~V61oPment Services Departmi~iit '~-"
Building Safety Division
On-Si{e Wa[er & 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 3
On-Site wa~teW~ter DiSposal SyStem and/or Well I~Sl~eb~ior~ 'RePort
Permit Number: SW~):~0366 PID Number: 017-411-5`3
Nome:
'RALPH TI'I:TLE wa~teWater System: [] New [] Upgrade
Address:
TOWER ESTATES sUBblVi$10i~; LOT'2, BLO~K 2 ·ABSORPTION'FIELD
Phone: ,No. of Bedrooms:
(907) 24,3-5764 4 [3 Deep T~:ench · Shallow Trench D Bed [3Mound I:)Other
`3.0 , , ¢~;D/Sq. Ft. 1.5 MAX (REMOVED ORGANICS) Ft.
Block: Lot: Subdivision: . . Depth to pipe bo[tom from orynol grade: Grovel depth beneath pipe:
2 2 'TOWER ESTATES SEE DWG. ,~ 0.5 FL
Township: Range: Section: Fill added ob~ or~glr~l grade: Grovel length:
,.. SEE DWG. FL 40 FL
Classlfic~o, (Pdwte. ~."i¢): Total Depth: C~.ed To: (~:gROC~ T,,t~l eb~rpUon oreo: Pipe m~terlel:
PRIVATE 126 FL 20 ~ . .... , 200 so. FL D 3034/ F-810/ SCH 40 PVC
Driller:. Dote Drilled: Stet~c WMer Level: Installer:. ..... D~te
ALPINE DRILLING 5/17/0`3 18 'n. DENALI SEWER &: DRAIN 8-11/200`3.
Yield: I Pump Set At: 'FL Ic~$[ng Height Above Ground:
10+ ~p. UNKNOWN 2 FL TANK
SEPARATION DISTANCES ~s,~t~c n,a~n~ [3 S.T.E.~. · Oth,r
M~nufocturer:. .,.,, .... C~lc~Clt~ In gallant:
To S.~oPnt[C Absorption Llft Holding Public/Private OREhC0 SYSTEMS 1500
Field Station Tank Sewer Unes
Material: Number of c~ml~rtment~:
Wel~ 100'+ 100'+ 100'+ - 25'+ 'FIBERGLASS 2
Surface Water 100'+ 100'+ 10b'+ - - LIFT sTATiON
· Size In gollarm:. I Manufacturer:.
Lot °ne 5'+ 10'+ 5'+ - -- 1500/97I~I~ORAGE TANK/ORENco sYsTEMS
..'Pump on" level at: 'Pump off' level at: IHlgh w~ter alarm at.:
Foundation 5'+ 10'+ 5'+ -- -- TIMER/`33.5" rIMER/3`3.5"I 45"/36.5"
Curtain Drain - N~)NE KNOWj~ ~lP.mp Uoke & ~.de~ ~-t~¢,.~ In-pecUo.. perrom~ ~
I " ~20 OSl 05 HHF M.O.A.
Remarks: ... , ........ BENCH 'MARK.
Location and Deecripflon:
THIS IS AN ADVAhiTEX Ti~EA~iE~f S~s'~E~' TOP OF THIRD SAUNA TUBE NORTHEAST
OF POINT "B"
JAumed E:levat~n: 100.30
ENGINEER'S SEAL
Inspections perfO~rhed by:
2nd .9/9/2003~:..., .~. ~... [...
A ar ess:
DevelbPment t~~ Department Apj3roval'.
(R~v. 12/o~)
PERMIT NUMBER:
~wo~o~ AS- BUILT D RAWIN G ~'~ '~
017-41
!
/ A B
/
~1 ~0.42 38.04
J / ' MH1 66.65 4~.74
~ / UT2 ~4.0~ *S.O~
~J ] ~PROXI~TE LO~ON
? g~ ~o~ o~o?~
/
~ / ~1.25' H.D.P.E.
~ ~ I I/ ~ ~ / ~ ~oo~oN
/
/ "~ .~..~ ~ / / - ~ ~ ~ ~ __ ~
//~
''-j'/ ' ~. 0or'ss..
2.7053 ...'
..'&~
A B
ST1 60.42 36.04
MH1 66.6,:3 4,:3.74
MH2 71.90 48.19
MT1 82.77 62.94
MT2 114.06 98.01
~~ 11/17/200,3
.................................................................. DRAWN UY:
ALASIL~ WATER & WASTEWATER C.J.G.
................ CONSULTANTS. INC., ...............
5701 E. TUDOR ROAD. SUITE I01 * ANCHORAGE. AK 99507 ° PHONE (007)557-6179 · FAX (gc7)358-3Z,'-0 1 }~' "-- 40~
PREPARED FOR: PHONE NUMBER: PAGE N'JMBER:
RALPH TITTLE (907) 24,5-5764 2 OF ,:3
LEGAL DESCRIPTION:
TOWER ESTATES SUBDIVISION; LOT 2, BLOCK 2
TYPE OF WORK:
AS-BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM
PERMIT NUMBER:
017-411-33
TOP OF ADVANTD( POD ~TOP OF MANI-iOLE
- ~02.74 (Avo.)--~ ~ ~02.85 (AW.)
FINAL GRADE = X / TOP OF MANHoLE
~NV~T Or P~PE / I .................. m"~ ....... = ~ VAULT 9~29----
ORENCO PUMP
VAULT
I'LIMITED TO I~E~6V~,LI
/ ~ ' ~~~ ~E DI~IB~ON UNE IS 1.25 INCH
~ / ' ~'~q'~[~ ~C W~ INCH HO~ SPACED 15
g4.08-94.S8 I ~ 92.32
~*BO~OM OF ~VA~ON
- 94.68-95.18
.................................. CONSULTANIS, INC.- ..................seE: ' ~ '
RALPH TITLE '(907) 245-3764 5 OF
TOWER ESTATES SUBDIVISION; LOT 2, BLOCK 2 uh~j~-.I..~. .......
PROFILE AS-BUILT DRAWING OF NEW SEPIIC SYSIEM
S 89'55'51"E 456.41'
23' SECTION LINE ESMT.
10' T. & E. ESM .'P:-~-
SEPTIC
S'fS'TEM
.~.. ~=~
· Righ~F&x 9/29/2003 7:~0 P^o: l/~
/nspecUon l~port '
· -Muni~ipaliLy~f AnchoraDe, 'Building ~;afety DiVision
4700 South Bregaw
ZNSPECTZON: VOZCE 343-8300 INSPECTZON: FAX (907)Z41a-7777
ZNFOI343-7962
Name Hike Tittle
Addresa
12623 GLEN ALPS RD
legal
Subdlvlelon '
Comment~ or Dlrectlonw
BK2 LT2
TOWER ESTATES
Permit 02-2233
Phone 223-6453
562-5663
ZnspectJon I)ate 9/30/2003 PH
Essential corrections requested were completed 9/28
Rein=pecUon Y
COR~ECTJ:ONS ESSENT/ALAS EXPLAINED BELOW
WZLL RE-EXAM[NE AT NEXT [] DO NOT CONCEAL UNTZL RE/NSPECI'/ON
ZNSPECT/ON
Znapector
Municipality of Anch_orage.
Department of:Health and Human ~ervices
825 'L' Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
Rick Mys/rom http~/www.ci.anchorage.ak-us
Mayor
Permit Number:.//SW 010-38!.Date of Issue: 9-19-01 Parcel Identification Numbe~._017-411-33.
D~teStarted: 5-17-02, - Date Completed: 5-17-02_ isw~lllocatedatappm~~l~on?[~] Yes [] No
Le/al Description:
Tower Estates BIk 2 Lt .2,,
Property Owner Name & Address:
Data:
So~ Type, TM~ & Water Stnm
sb'ck-up
silty gravel fill
organic & silt
Bedrock
Mike Tttlte.Bud.Tdfle
7O63 Whitehall St
Alaska, 99502
Depth (ft)
From To
0 2
2 4
4 4
4 126'
M_~hod ofDr~!ing [] air rotary
cable tool
Casing type: ~teel
Wall Thickness: .250 inches
Diameter: _6 i~ches Depth: 2_~0 feet
Liner Type:
Diameter:. _ _ inches Depth:
Casing sticknp above ground: 2 feet
,feet
Static water le~d (from ground level): ,18.,f~et
Pumping levd: 126,.fi~et after
_2 hours ~_~mping 10.__~+ gpm .'-
Recovery Rate: 10....~.+ gpm
Method of Testing: airlift
Well Intake Opening Type:
i~ Open End [~ Open Hole.
[] Set.ned Start fcct
[-[ Perforations Start ,. fcct
Stopped
Grout Type: Bentonite granules Volume:
Depth: Start_0 feet Stopped
Pump: Intake Depth __ feet
r.m? size , hp Brand Name
Well Disinfected Upon Completion? [~ Yes [-] N
Method of Disinfection: chlorine tablets
Comments:
Well Driller:.
AlPine Dn71ing & Enterprises
PO Box 110496'
Anchorage Alaska-995f f
jun 18 19 02:52P
rrr.3rk sr3�;G,y
"Asyor
Anchorage 'Neil & Pump Sar
;072430742
bevel'OPMent Services DePOPt'Ment
Suilding safety t)ivisian
On-site water, 4 waste:ur�ter Pr�gr�sr�
4700 c►rr;ore kocc4
P.Q. Bax 196550
Anchorage, AK 195C',-7
(907) 343-7,4
PUMP Installation Log
4'e I}r illirg Permit N;U!Aber; SVS
Parcel'de" ifzcation Number: fD/�
4111 -33
LegarlDescript?or:
Pumplr�stallat or,�Date:
-t
Pur -Ip I1•1take Depth .P�eloti Top of ,'Vc Casi�Tn; 200 feet
ppmp ?'11aLaufact'arer's Name: 0 d
PUMP •Model: C 2 ! r'
Pump size 3 r1 hp
Pftiess adapter :Burial Depth: 1"0 lett
Pittesc Adapter itilae:u.factarei's Warne. rr�/
Pitless Adapter Ttjstaitej.:
Well Disinfected CTP4DA Cotrnlericon?
Mlx,,y � -Method of Disinfection: No
Corrartsents� �� { 1
Purnn Installer Name:
AA FC4
IV ; v
Da.te of I'sstse: 4-17-1
Property 04vner Name & Address:
IKa j vywjp 112,-1 , -LOC.
6-ttention: Tht pump itsta?te Shan vaavi� a pzMp ir_sca Iaiion log tc ti?e DSD with , f3ys aT T,.I ---
mp Lax��gi2atior..
MUNICIPALITY OF ANCHORAGE
Deve/oprnent Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Permit Number: SW010381
~','Legal Description! TOWER ESTATES BLK ~2 LT '2 '
Design Engineer: 0041 AK Water & Wastewater Consultant
Owner Name: Mike Tittle
Owner Address: PO Box 111647
Anchorage, AK 99502-
//'Date Issued: Sep 19, 2001
E~y~ pirafion Date: Sep 19, 2002
d'
Parcel ID: 017-411-33
Site Address:
Lot Size: 200282 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
r~ Disposal Field r-~ septic Tank
[] Holding Tank E~] Privy ~'] Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
Date:_ c/,//, c~ I/0 1
Date: ?-'-/?- O/
Municipality of Anchorage
. Development se ,rvices 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 FAMILY DWELLING
'7--' ~ / ! '- :~:~ Permit Number
Property owner(s).
Mailing address (1)
MIKE TITTLE
P.O. BOX 111647 * ANCHORAGE. Al<;
Day phone 562-5663
Mailing address (2)
Zip Code 99502
Legal descripfion (Lot, Block&Sub'd.) TOWER ESTATES SUBDIVISION: LOT 2. BLOCK
Legal description (Section, Townshlp & Range) N/^
Lot Size 196.066 Acres/Sq.Ft. Number of Bedrooms.
THIS APPLICATION IS FOR:
Sewer Only r-I Well Only [--I
Sewer and Well [] Water Storage r-'l
Sewer Upgrade [~]
THIS PROPERTY CONTAINS:
Hot Tub r'-I Jacuzzi [~]
Swimming Pool r"-I Water Softening Unit I-']
Therapy Pool [--]
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
ALASKA WATER &: WASTEWATER CONSULTANTS~ INC.
Permit Fees::~,~ ~'~
Date of Payment:
Receipt Number:.
Waiver Fees;
Date of Payment:
Receipt Number:.
ALASirG WATER & WASTEWATER
· J CONSULTANTS, INC. ~~J~-
September 5, 2001
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed Well and Septic System for Lot 2, Block 2, Tower Estates Subdivision
(Lined Intermittent Sand Filter - ISF)
To xvhom it may concern:
The proposed 4-bedroom house will be served by a private well and septic system. We are
proposing that a 1500-gallon S.T.E.P. tank, a lined Intermittent Sand Filter (ISF) system and a
5-wide drainfield be installed. Comments regarding the design are summarized as follows:
1. GENERAL: Numerous test holes (six total) were excavated on the property to determine an
area suitable for a septic system upgrade. Shallow bedrock was prevalent throughout the area and
2' of accepting soil was only identified in the area around TH#1 and TH#2. Given the limited
area around on which to place the drainfield, it is our opinion that a Lined ISF system, with a 5
wide drainfield is the most viable option.
2. SOILS: Attached are the logs, which show the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that due to the overall appearance of the soils, an
application rate of 6.0 gallons/day/ft2 should be used for the effluent after passing through the
Lined ISF.
3. LINED INTERMIITENT SAND FILTER (ISF) DESIGN:
a. Total Depth: 4 feet minimum (will propably requir blasting of bedrock)
b. Width: 18 feet
c. Length: 20 feet
d. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank".
e. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank".
f. Sand Material: In accordance with M.O.A. latest standards
g. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the' 1/4" sieve, and
less than 1% passing the #8 sieve.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: aknvwc.com
We are proposing to excavate down to a depth of 4 feet maximum, place a minimum of 0.5 feet
of Pea gravel with a 4 inch slotted PVC installed midway in the layer. On top of the Pea gravel,
0.5 feet of M.O.A. approved sand will be placed. The air line will then be installed and then
covered with 1.5 feet of sand. On top of the sand, we will place 6 inches of 3/8 inch pea gravel,
with the pressure laterals midway in the layer. We will use a conventional lift station
(Anchorage Tank), equipped with a programmable timer so that flow can be intermittently dosed
to the ISF.
4. DRAINFIELD DESIGN:
a. Percolation Rate: 1 & <1 minutes/inch
b. Allowable Application Rate of Lined ISF Effluent: 6 gallons/day/ft2
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 100 ft2
f. Total Depth: 1.5 feet maximum (remove all organics)
g. M.O.A. Approved Sand Filter: 2+ feet
h. Effective Depth Below Distribution Line: 0.5 feet
i. Width: 5 feet
j. Length: 40 feet
k. Effective Absorption Area: 200 ft2
5. SURFACE WATERS: -There is no surface water within a 100-foot of the proposed septic
system upgrade.
6. TOPOGRAPHY: As can be seen on the attached topography site plan, the average slope in
the area of the proposed drainfield is a 30 to 35 percent slope running fi.om approximately
southeast to northwest; the grade below the drainfield needs to be brought up (import fl11) fi.om a
35% slope to a 25% slope prior to construction of the drainfield.
7. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the
construction practices will comply with M.O.A. "Intermittent Sand Filter Design, Installation &
Maintenance Manual". The contractor should read this document prior to construction. Copies
are available at the Municipal Onsite Services office (4700 W. Bragraw).
8. CLOSING: I am open to any suggestions from your department, which would be an
improvement to the proposed design. I am unaware of any adverse impacts this installation
would have on adjacent wells or septic systems. If you have any questions, please contact us at
337-6179. Tha~y~u for your assistance.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
I
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LOT 5, BLOCK 1; \ LOT 6, BLOCK 1; "'"'/ ~ I I I
0 >" 'rOW[R mS'rATES
'7' "",,~. 9/4/2001
ALASKA WATER & WASTEWATER :~
..... CONSULTANTS, mC., .....
6901 DEB~J~ RO~D, SUITE ~'B ' ANCHOt~GEt AK 9951~, · I~IONE (907~337-~179 · FAK (907)338-.'~ZA6 1" --- 100' " ............ · .......... '"
PREPARED FOR PHONE NUMBER: PAGE NUMBER: ' """i .......
MIKE TITTLE 562-5663 1 OF' 4
TOWER ESTATES SUBDIVISION; LOT 2, BLOCK 2,
TYPE OF WORK: -t;,~ off ~ y._~_~
SITE PLAN FOR PROPOSED WELL AND SEPTIC LOCATION
/
NO¥~.~:
. / ~._)_~_~_ ~.,_co.?_,~s_o_,__s_,~LL ,E ,OC~TE~ W~,~, ~H£ CP~WUSPAOE OR ~HE C,~On T,E CO,TRACTOR SH~LL
/
~ ~PR:SOR ~ BI A ~0~ I.DU~: ~OD~ 5070. ~ SUPPU~ ~ ~CHO~[ T~.
[~ / 'R~ ~.~E..~_~.B[ ~/~.1~ D~ SCH.
~J / / TR~CH ~T IS 1.5 ~ DEEP
/ ~ ~N / ~uuu (R~
/ /-- ~ ~
/ ~ ~ 2 ~ MINIMUM OF M.O~ ~PR~D ~D
j / ~ /% RL~ ~ 0.5 ~ OF C~,
/ ~ / ~ W~HED S~ D~NROCK. IN~
/ ~/~
/ ./
I / ~ ~ DO~ SLOPE, / ~ ' ~ /
/ / ~O W~ 50' O~ ~E / 'X ~ /
/ ~ ~L ..... ~-J
~SI~ ~TER & ~TEWATER ~ c'a'°'
.....
MIKE TITLE 562-5665 2 OF 4
TOWER ESTATES SUBDIVISION; LOT 2, BLOCK 2,
DESIGN DRAWING FOR PROPOSED WELL AND SEPTIC LOCATION ,A%~~ .
= 20' LONe -
/ """'
2x¢ & PLYWOOD .-1'- -- ORR""
BOX AROUND J "'-2'-*" ~-~PVC LATERALS ORIFICES AS /'--~H~
PERIId~ I~ r~mm~a, \ PER ORENCO DESIGN / ..... /
NOIF: IHIS IS A ~
INTERMITrENT SAND ~
FILTER (ISF). m~ ~FLUSHINO VALVE
.~lD I"NCLOSURE
FROM AIR----~.. ~,
COMPRESSOR
~4' CLAS;~;_ ~,2.5 SLOTTED
PVC PIPE (1/4 WIDE SLOTS
2-1/2' O~P AT 4' O.C.
DO'I~qD$ ?0 ?0~ OF ~JqD.
ORIFI~Ir SHIELD
AiR UNE
4' MON1]ORING TUB£-..-~ RNAL GRADE & L... 4'
2x4 &: PLYWOOD ~. 5 ~g /"-'INSULATION / ~FLUSHING VALVE
L,, MIDWAY IN THE STRATUM.--.~ ! !
6 INCHES OF' PEA GRAVEL M.O.A. APPROVED 6' FROM BOTTOM ~'~PVC UNER.
~ffiTH A 4 INCH St.oTrED ISF SA.ND OF ,.~D FILTER.
DISCHARGE UNE PLACED
IN THE PEA GRAVEL
ALA$I(A WATER & WASTEWATER ,
6901 DEBARR ROADt SUITE 2B * ANCHORAGE, AK 9950Z,. · PHONE (907)3374179" FAX ~907~58~'";~'z.& N.T.S.
MIKE TITTLE
562-566.3
TOWER ESTATES SUBDIVISION; LOT 2, BLOCK 2,
DETAIL AND PROFILE OF LINED INTERMITTENT SAND FILTER (ISF) ~,,~r.°t'es~°?
FROM UNED INTERMITTENT
SAND FILTER SYSTEM-.~
4' DIA. CLEANO 4' DIA. CI.EANOUT
.~,r 7 .... /- ....... \--~
;I / ~ \ ,~ ,',
,~1
D BARRIER WITH VISQUrEN
AROUNO P.~ OF TR~CH.
/---mTALL 4. ~NCH MoNrrOR)NO TUB[ (TYPO
! ~--INSTN..L 4 INCH CLEANOUT
°/
PLYWOOD BARRIER AROUND
PERIMETER OF IRDqC~
INs'rPJ. L BR.~INO ARD
STAKINO AS NEEDED.-~ ~
~:~z~:~-::j~.~ ~--o.5 nm'r or CLF_.~N. WASHED SEWER
/ ~ ~:~.:.-~~ DRNNROCK BELOW DISTRIBUTION UNE.
................ ,..
ALASKA WATER & WASTEWATER
· , oo~,~^~.,~o., ..... ~.T.~. ~-., ..... ~.~ .........
600! ~B&~t RO~. $U17£ I~8 · .t~l~OR~. ~ O0$Ot. · ~.tON~ ~007~-6170
PRI~ARrB FOR: PHO~£ RUM~£R: ' ~AGI:' NUMBER:
562-566,5
TOWER £STATES SU~WS~OU; LOT 2, ~LOC~
TYPE OF WORK: ~' ·o, - '" -'~'~
DETAIL AND PROFILE OF DRAINFIELO
~,, ,-~____~I~~,~~ ,
AI~SgA WATER & 'WASTEWATER .
LEG~ DESCRIP~ON: LOT 2, BLOCK 2; TOW~ ~A~S SUBDNISION ; '"~
..... .
1 ~:E~ ORGANICS HOLE
~ SOIL C~SSIFICATIONS
. ~;;<~..:,' GW I ORG
~.oo.o., sw I 1"=1oo' I
30~0~00
~.~oo~~, ~ GP I ML
~Rm amROCK GC OL
4i ~.o~ BEDROCK ~ . SW MH
5 -- SP CH
SM OH
6-- i SC
7-- DEPTH TO
GROUNDWATER DATE ,- .
8-- DRY 7/20/01 _ ~ -~.~ ·
11-- DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
TIHE (HINUTES) READING (INCHES)
12~ 7/24/01 1 10:01. - 10- -
2 10:08 7 O" 1 O"
13~ 3 10:08 - 10" -
4 10:16 7:30 O" 10"
14-- 5 10:16 _ 10" -
6 10:24 8 O" 1 O"
15 ~ 7 10:24 - 6- -
16 ~ 8 10:29 5 O" 6"
9 10:29 - ~" -
17 ~ 10 10:34 5:15 O" 6"
11 10:35 - 6- -
18 ~ 12 10:40 5:30 O" 6"
19~ PERCO~TION RATE <1 (HIN./INCH) PERC. HOLE DIA. 6" (INCHES)
20 TEST RUN BETWEEN 2,0 FT, AND 2.5 FT.
COHHENTS: PERC HOLE ABSORBED 10 INCHES OF WATER 3 TIMES IN ~SS T~N 10 MIN~S.
SU~ OSW~T PERFORMED PERCO~ON TE~.
PERFORMED BY A~ WATER A WA~ATER I, JEFFR~ A. GARNESS, CER~ THAT THIS WAS~FORMED
IN ACCORD~CE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE:
DEPTH TO
GROUNDWATER DATE
DRY 7/20/01
DRY 7/30/01
AI SKA WATER & WASTEWATER '"?.l
-- - ' ' CONSULTANTS, INC.- ..... ).
ISOIL LOG - PERCO~TION TESTI
~GAL DESCRIP~ON: LOT 2, BLOCK 2; TOWER E~A~ SUBD~SION
PERFORMED FOR: ~H ~ DA~: 7/20/2001 '~, ;Ed [955 ..'
n_G '.. ~ ..-' _~-~
(teet)
=Z=Z: ORGANICS TEST HOLE 2
)O°O~O0
~_ :~o~ ~ GP ML
GH CL
~Rm BmR~K GC OL
4--, ~.o~. BEDROCK % ~, SW MH
5-- ~ SP CH
SM i OH
6-- SC
7-- DEPTH TO
~ GROUNDWATER DATE
8-- DRY 7%20/01I ~-~-~ -~.~ '
11- DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
12-- 7/24/01 ~ 10:27 - 6. _
2 10:5~ 5:45 O" 6"
15-- ~ 10:55 - 6- _
4 10:59 6:0~ O" 6"
1 ~-- 5 lO:~g _ 6" -
6 10:45 6:10 O"
15--
16--
17--
18--
19-- PERCO~TION ~TE 1 (MIN./INCH) PERC. HOLE DIA. 6" (INCHES)
20 TEST RUN BETWEEN 2.0 FT. ~D 2.5 FT.
COMMENTS: PERC HO~ ~SORBED 10 INCHES OF WATER 5 TIMES IN ~S ~ 10 MINUTe.
SU~N O~T PERFORMED PERCO~ON ~.
PERFORMED BY A~S~ WATER ~ W~ATER I, JEFFR~ A. GARNESS, CERTI~ T~T THIS WA~ P~RFORMED
IN ACCORDANCE Wl~ A~ STATE AND MUNICIPAL GUIDELINES IN EF~CT ON THIS DATE:,
DEPTH TO
GROUNDWATER DATE
DRY 7/20/01
DRY 7/30/01
Se~It By: Alaska Water and Wastewatev Con; 907 338 3246; Sep-7-01 15:10; Page 2
PROPERTY OWNER MAINTENANCE AGREEMENT
ON-SITE WASTEWATER DISPOSAL SYSTEM
This agreement, dated ~ I~:' ., 200/, is made between the Municipality of
Anchorage Department of Health and Human Services (DHHS) and the property owner(s) of
This agreement is mad~ for the purpose of maintaining an on-site wastewater disposal system
on the subject property.
The property owner(s) agree to the following:
The property owner(s) will have an annual inspection of the system performed by a registered
professional engineer. This. inspection shall verify that all effluent and air pumps, timers, and
alarms are functioning as designed. Any deficiencies shall be corrected and thc engineer's
statement that the system is functioning as designed shall be filed annually with the DHHS.
Property
Property Owner Name
(Notarize Here)
State of ~~-.
Judicial District el ~/~-,
ye~ ! , ~fo~ m~, ~c ~dmi~ no~
public, portably ap~:
wi~ ~~t ~ ~owl~g~ ~t h~she/~ey
ex~med ~e ~ for ~e
In witness whereof, I hereunto set my hand and
o ' seal. °
N .5~7~6~bltc (sl;.naturc).o ,
My conuni~ion exph'e~:/,
OFFICIAL SEAL
STATE OF ALAS~
NOTARY PUBLIC
My Comm. expires, ...t~'...~.".~