HomeMy WebLinkAboutSLEEPY HOLLOW #1 BLK 2 LT 9Sleepy Hollow
#1
Block 2
Lot 9
#051-501-08
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N` 13 10 ' 2:34PU;Ti;) SHr u07'?430742 P.1
-- bevelop ent Services bepartment
/ Building 5dety Division 0
On --.bite Waxer a W'astel�roter Programn 1�°�
<
700 Elmore Recd
P.O. Box 196650
h'�irk i3� 'ct' Anchorcge, A< 99507 r- e r
i7Y'Ut' o�vl:y.r i�ni.urrglgrsite
,^Qn 343-790a
Pump Installation Loi;
W1,11 Drilling Perildt Number: SW__ _ Date of Issue:
Parcel Identification ti ynber:051"50� - 0�
Legal 1:escrSpfion"..__.�,_.�.'..,..�..._.."`.�.'
7 Property i7wnr'r la.snecldr£ss:
SI eep� 146//6 2 L? giVal-
unt;s 1nstaHa ion Date:
PUMP intake Depth i3eloss Top of ' vcq Casij leaf
Dump !N1:1PUf1t_t11rer"S _N:ajr,*- T L /L,
PUMP
I'milp Size `r/fr¢ahp
Pitiess Mal ter 9Rartai Depth. t 15 feet
Pstlets Adapter !4Ianufactl.trez's `dame:
Ntless ikdapler bistallcw:
Well Dismfected Upon. Cornpletinn , _'es j No
Method vf�7igihlf£�tsoE�:
t'SSlT3YT78TtS; r 411Ze 7,
Pump Cnstatler `42aue:
lop
N i
Attention; -"lie pur71, ir.staKer sh_,aii insca l tion lug to the DSL iTh'n'0 day's of pump installaticn.
May 17 11 01:26p Sullivan Water Wells 907 688 2759
125
Permit Number: #SW Date of Issue
Date Star[ed: ~9/2010 Date Completed: ~/t012010
Property Dasc~ption SLEEPY HOLLOW Lot g Block 2
Property Owner Name & Address:
Borehote Data:
Soil T)spe, Thickness & Water Strata From To
Casing SOckup 0 2
Sand & Gravel W[Cobbles 2 11
Clay* & Silt Defoe 11 53
Black Bedrock 53 75
Dark Gray Bedrock 75 129
Yellow Bedrock 129 138
Dark Gray Bedrock t3S 17T
Gm~ & White Bedrock 177' 183
Dark Gray Bedrock t83 194
Gray gWidte Bedrock 194 295
Bark Gra~ Bedrock 295 31)0
Water Sample Results:
Arsenic: ugd
Nitrates mga
Total Coliform Bae~orla . coloniasllOOmL
Other bacteria: col/100mL
Well Log
Parcel Identification Number:
Is well located at approveA permit location?
Section: Town:
Range:
MIKE WA'ITO
5714 AVE. T '1/'2 GALVESTON, TX T'/551
Depth Method of Drilling ~ airrotary
~] cable tool
Casing type:
Wall thickness 0.2S inche~
Diameter 6 inches Tomt: 64 feet
Liner type.~
Diameter 4~n inches Depth: ~40 feet
Casing stick-ap above gronnd: 2 feet
Static Water Level(from top of casing)
P~mpieg Level: feet alter
I he,.w~ pumping gpm
Re~overy Rate 15 gpm
Method of Testing: Air
feet
Well Intake Opening Type
~ perforations S~ f~t S~d feet
G~ut ~pe: ~pn~m d~ gmmul~r Vol~e: 150 Pounds
Dcp~ ... ~ ...... S~ _ a f~t ~op~d
Pump In. kc Depth: feet
P~p si~: ..... ~ ~d nme
Well dbinf~t~ u~n Comp~t~? ~] Y~ ~..1 ~o
Me~ of d~inf~fion CHLORINE 50 PPM
Comm~:
Well DriUer:
:Cole Sullivan
Sullivan Water Wells
P.O. Box 670272
Chuglak, AK 99567
(9,07) 688-2759
Attention: The property owner shall pr0vide this log to DSD (onsit¢) and DNR within 30 days °fc°mpl¢fi°n'
ARCTIC PUMP & ~EL~ INC,
Jim Sullivan
(907) 688-2510
(9O7) 25~2510
(~ 745-25~o
apw~g6.n~
Pump Installation Log
Well Drilling Permit Number:
Parcel Identification Number:
osp101024 Date Of Issue: 5/14/2010
05150108000
Legal Description SleepyHollow#1 B2 L9 PropertyOwner Name Address:
Mike Watto
Lot: 9 C/O Todd Obanion
Block: 2 Anchorage AK 99503
Pump Inataltaion Date: 6/16/2010
Pump intake Dep~ Below Top of Well Casin 266
Pump Manufacturers Name Dempater
Pump Model: MBF2-100-S2
Pump Size: 1 HP
Pi'Jess Adapter Burial Depth: 10 Feet
P~ess Adapter Manufacturers Name B-10
P~tless Adapter Insta]ler: UK
Well Disinfected Upon Completion? Yes
Method of Disinfection: Chlodne
Comments:
PumplnetailerName:
Arctic Pump & Well, Inc.
Wednesday, ~51ay 18~ 2011
Municipality of Anchorage
Community Development Department
On-Site Water & Wastewater Program
4700 Elmore St. · P.O. Box :Io.)6650 · Anchorage, AX 99507-6650 · w__ww.~onsite~ · {907) 343-7904
Well Decommissioning Log
Legal Address:
Subdivision j-4Ez~ h/~.z.o,~ ~ ~ ~lock ~
T R ~ .. / ~ ~ Lot
-.~ ~ec[lo~ Lot~ '
On-site Water & Wastewa~r Pro, ram ce~ifled contra~or ~ormin~ ~he well de~mmis~n~: ~
Loca~i°n: Use the space below to Provide a drawin~ of the prope~y showin8 the fo]lowin items-
* North Arrow ~ ,
Decommission ed weN,
O~her wa~er we{Ison the prope~y,
Two segarate swin~-tie distances for each well shown ~n the drawing,
/
t
LECEND \~ tx
\
or~D~
/
/
Permit Number: OSP101024
Tax Code Number: 05150108000
Work Type: Well
Permit Effective Dates: May 14, 2010
Design Engineer:
On-Site Water 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 14, 2011
Subdivision: SLEEPY HOLLOW #1
Site Legal Address: SLEEPY HOLLOW#1 BLK 2 LT 9 G:1160
Owner/Address: WATTO MICHAEL B
PO BOX 670335 CHUGIAK AK 995670335
Site Mailing Address: 23838 SLEEPY ClR, Chugiak
Lot Size in Sq Ft: 63380
Total Bedrooms: 3
merit ~9
Department
This permit is for the construction of:
N Disposal Field N SepticTank N Holding Tank N Privy Y 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 [east 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.
Special Provisions: Existing well shall be decommissioned in accordance with AMC 15.65.060L.
ReceivedBy:~~.. ~ /
Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, Alaska 99507
www. muni.org/onsite
(907) 343;7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D.
Property owner(s) //~ / (: lff,~ ~¢.. /..~)/~f"7-'T"o Day phone
Mailing address ~'~1~ /:~,JE-~-'JA' ~-~LJ~STg~ ~pCode
S[teaddress p~ ~ ~ C~,~ ZipCode
Legal description (Sub'd., Block & Lot) /~ ~ L~T ~ ~Z~Y ~o'~'
Legal description (Township, Range & Section)
Lot Size ~:%'72,'~,~(~) Sq. Ft.
Number of Bedrooms
THIS APPLICATION IS FOR ([~ ale 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.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
(Rev. 11105)
Waiver Fees:
'C/q/J0 Date of Payment:
0~""~-b Receipt Number:
' C,O. ~
DESION CRITERIA: · ~ /
4 BDRM = 600 GPD _~, ~ OR ~2" INSU~TION OVER
' ' ' ~ ~ FILTER FABRIC
SOILS = 1.2 GPD/SQ. ~. REQ'D .v.'
-
600/1.2 = 500 SQ. ~. REQ'D
2.0' WIDE ~N ROCK
SEPTIC DESIGN PREPARED FOR
MICHAEL N. ANDERSON, P.E. ~ ~~...¢
Municipality of Anchorage Page J of ~'_
DFPARTMEN'I' OF" HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SI"RVICIES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~5 vw' ~1,,~ oo~"7 __ PlDNumber:_.oS~o\o~3
,- ~?..g.'¢ ~-~ 6 Tt_6'~ Wastewater System: ~ New [] Upgrade
Address:
_~ot~ ~'~o'~'~5 c.~-~o~,~, ~,~, °,~s(r7 ABSORPTION FIELD
Phone: No. of Ballrooms:
~ ,~:>~:~'~:~- ~_,OLp.~-- l~DeepTrench E] Shallow Trench E]Bed [3Mound ~Other
LEGAL DESCRIPTION So.,.~ing: Total Depth Irom original grade:
~ , ~ GPD/Sq. Ft. ~ '
Lot: Block: Subdiv~ion:~ ~ ~ Depth [o pipe bo~om from original grade: Gravel depth beneath pipe
Township: ~ Range: Section: Fill added above original grade: Gravel length:
I
WELL: ~=~sT~ Upgrade ~rave[ width: ~ ' Ft. Number of lines:~ ~Oistance ~tween]ines:~ Et
~lassification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material:
Ft. Ft. -- ~ 0 ~ SQ. Ft. ~ 0
~riller: Date Drilled: StaticWater Leveh Installer: Date installed:
Yield: GPM IPump Set at: Ft. ICasing Height Ab°reGrOund:Ft. TANK
SEPARATION DISTANCES ~s~,,~ ~ Holding ~ S.T.E,P.
TO Septic Absorption Lilt Holding ~ubfic/Privale Manufacturer: Capacityin ga[ions:
Prom Ta.k Field Statio. Tank Sewer Lines ~ ~ ~ ~ ~
Well' ~ z ~ ~ ' ~/~ ~ JO0 ~ aateriak 5 T~; ~ Number °f C°mpartments:
SuHace
Water ~/~ ~A ~A ~/A ~/A LIFT STATION~
LOt ~ ~ Sizein gallons: ManufActurer: ~/~
, "~mp on" level a~~ level at: J High water alarm at:
Foundation ~ ~ ~0 ~/~ N/A ~0I ,
Cu~ain
Remarks: ~ ~]~(( /~, (~ ~ (~ BENCH MARK
~, % ~,~ ~ t ~ Location and Description:
I Assumed Elevation:
/~0°
ENGINEEa'S SEAL
~ ~"
Inspections pedormed by: ~ A~Aso~ DateS:2ndS.[3,q6 4:3op ~~~,,:,-. ~lstS'z~'~b ~:~" ,,,~ .............. ,
¢;~ %., t,',c.~,~"~ ~.
Depadment of HeaBh and Human Se~ices approval ~ ~,~'~.,.. ?~/~ .. . '~ ~':'',,,,,'
Rev ewed and approved by'- Date' //-/~ -~ ,,,~ ~-,, .~,".'~ .. ,? ~,~
Permit No. SW980057
2 2
Page of
Municipality of Anchorage
DEPARTMENT OF' HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 34.3-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: Lot 9, BIk 2, Sleepy Hollow Subd. No.1 PID No.: 05150108
1.80'
EXISTING
ASBUILT
N
3.0' of Cover
TANK 2" INSULA~ON OVER
FLIER FABRIC
94.1 )OoOoOo°<DRAIN ROCKo° °94.t
BASED ON
100,0' - TOP OF
FOUNDATION AT GARAGE
CONC. 8LK.
FOUNOATION
$9'£ 4.9'
C01
TC01
TRENCH #2 ~ TC02 GAL TANK
A GRND, PIPE SYSTEM
I I I~ IE,Ev. IE,A~v.I
C.O. 1 9.9' 52.2' 101,2' 98.1'~ TRENCH
IT.C.O. ~ JnU 134.5'1100.9'l l
T,C.O. 2 16.5' 40,1' ~00.8'
C.O. 3 24.7' 47.7' 100.6' 97:~'J
DIVERTER 28,8' 51.0' 100.5' 97,3'J
m,....~ .~ ,.,~.,~ ........ ~.,,..~
~"~: ~ ¢~:~" ~:~: %~: --, -.~,~.c~ ~o~,~.
..... ,
~ ~/~/" ' ~'/~o~ > "' ~>~/~/~..'""~
September 30, 1998
Marshall Hetlet
P.O. Box 771404
Eagle River, AK 99577
(907) 688-1137
Department of Health and Human Services
P.O. Box 6650
anchorage, AK 99519-6650
(907) 343-4744 Office
(907) 343-4786 Fax
Re: Lot 9, Block 2, Sleepy Hollow Subdivision No. 1
Dear Jim Cross, P.E.
This is a list of reasons the septic system was put in by the property owners (Marshall Hetlet &
Larry Hetlet).
1. Cost
2. The straight forward design of the system.
3. The soil conditions made digging and putting in the septic system easy.
4. My years of experience in underground and road construction with the following contractors -
Harman Excavating, MMC Construction & Commancbe Corp.
5. My fathers (Larry Hetle0 experience putting in septic systems for Rasmusson Enterprises.
6. Mike Andersons guidance, direction and availability by cell phone to answer questions and
inspect the system as we put it in.
Sincerely,~
Marshall Hetlet
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW980057 DATE ISSUED: 4/09/98
DESIGN ENGINEER:ANDERSON CONSTRUCTION & ENGINEERING EXPIRATION DATE: 4/09/99
OWNER NAME:HETLET MARSHALL L & REBECCA L
OWNER ADDRESS:
PARCEL ID:05150108
LEGAL DESCRIPTION:
SLEEPY HOLLOW #1 BLK
2 LT 9
LOT SIZE: 63360 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
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 DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE ST~ME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
DATE:
March 31, 1998
Michael Anderson, P. E.
14250 Golden View Drive
Anchorage, AK 99516
(907) 345-3377 home
(907) 345-1391 fax
Department of Health and Human Services
P. O. Box 6650
Anchorage, AK 99519-6650
(907) 343-4744 Office
(907) 343-4786 Fax
Re: Lot 9 B 2 Sleepy Hollow Addition
Dear Jim Cross, P.E.
This a request for an on-site septic perm/t. The above lot has an existing
well already and the owner now wants to build a 4 bedroom residence. Two
test pits were excavated and found to pert at 2 minutes per inch. The soils
consisted of a loose gravel (GW) to a depth of 12 feet. The excavation of the
test holes was te~nated at 12 feet because the of the loose soils. A probe
was driven into the loose soils for two feet to help in determining if bedrock
was near the surface. No ground water was encountered during the excavation
or after the 7 day monitoring.
The septic design consists of two trenches with three feet of effective depth
as shown on the plan. The 25 percent slope is uphill from the test holes and
will not present any problems.
There are no surface waters within 100 feet of the proposed on-site septic
system.
The existing systems on the surrounding lots appear to be performing
adequately. The topography of the lot is flat where the house will be
constructed and then sloping to the north west as shown on the plan.
Please feel free to call me at any time to discuss this system at 345-3377.
Michael N. Anderson,
8
VACANT LOT
x, %
/ "::P' · I
SEPTIC DESIGN PREPARED FOR
LARRY HETLET
LOT 9, BLOCK 2
SLEEPY HOLLOW SUBDIVISION, NO. 1
PREPARED BY
MICHAEL N. ANDERSON, P.E.
14250 N. GOLDENVIEW DRIVE
(907) 345-3377 / I--AX (907) 345-1391
SCALE: 1"=100' BATE: .3/31/98
/
/
/
% /
/
LEGEND %
C.O.-
~ EXISTING PROPERTY CORNER %
~ BRAINAGE ARROW ~
~ EXIS TING ~LL
~ TEST HOLE %
DESIGN CRITERIA: ~
4 BDRM = 600 GPD
SOILS = 1.2 GPD/SQ. ~, REQ'D
600/1.2 = 500 SQ. FF. REQ'D
TRENCH:
6' DEEP
3' EFFECTIVE
2,0' WIDE
(2) z~2' LONG
CL
qLY RESIDENCE
-1' ~OR
-12' ~BW
INSULATION OVER
FILTER FABRIC
ROCK
SEPTIC DESIGN PREPARED FOR
LARRY HETLET
LOT 9, BLOCK 2
SLEEPY HOLLOW SUBDIVISION NO.1
PREPARED BY
MICHAEL N. ANDERSON, P.E.
14250 N. GOLDENVIEW DRIVE
(907) 545-5577 / FAX (907) 545-1591
SCALE: 1"=60' DATE: 5/51/98
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-.0650
SOILS LOG -- PERCOLATION TEST
CE- 9469 ' "'~
2
11
DATE PERFORMED:
Township, Range, Section:
16
17
18
19
20
SLOPE SITE PLAN
IF YES, AT WHAT
DEPTH?
Oepth Io Wild' AI~
Monitoring? ~,/r,~
Gross Net Depth to Net
Reading Date Time Time ~_r~ ~'~ Water Drop
-('_ /o ',
/ _ ~ ~O '~
PERCOLATION RATE ~ (mlnutes/inchl PERC HOLE DIAMETER
TEST RUN BETWEEN .---.~___ FT AND, ~ __FT
30MMENTS
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES iN EFFECT ON THiS DATE.
CERTIFY THAT THIS ~TEST WAS PERFORMED IN
72-008 (Rev. 4/85J
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street. Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
OATE PERFORMED:
2
3
4
5
6-
7-
8-
9-
10-
11~
12
13
14
15
16
17
18
19
20
Township, Range, Section:
SLOPE
SiTE PLAN
WAS GROUND WATER
ENCOUNTEREr~?
IF YES. AT WHAT
DEPTH?
Monitoring?
Reading Date Tiros Time Water Drop
.-----~, 1.. / /
PERCOLATION RATE
Im~nutes/~nch) PERC HOLE DIAMETER --
;OMMENTS
TEST RUN BETWEEN . FT AND
7-,/-/,
FT
PERFORMED BY; ~/~/~//~'~'" I CERTIFY THAT THI TEST WAS PERFORMED IN
ACCOROANCE WlTHALLSTATEANDI~UNICIPALGUIOELINESI' EFFECTONTRiSDATE. DATE: ~/~
72-008 (Rev. 4/85)
Municipality of Anchorage Page _ of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~/~V,~c,'¢~ (~fl,3/ac. unle~ PID Number: .C~~ ¢<)~-'
N~m.: ~/~S~Z~ ~-~"~ Wastewater System: D New ~ Upgrade
Address:/~O.~OX 77/~/07 ¢:4~[-~V4¢& ~K q'7577 ABSORPTION FIELD
Phone: ~'//:3~ ~No. of Bedrooms: ~ Deep Trench ~ Shallow Trench ~Bed D~Other
LEGAL DESCRIPTION Soil Rating: Total Dept~o~ original grade:
GPD/Sq. Ft,
Township: I Range Isect,on: /¢ Fill added above ori inal ra e'
/'T~ ~ g ]l~:~F Gravel length:
WELL: B New ~ Upgrade 'ravel width: / Number°f lines: 1Oistance~*eenlines:
Ft.[ Ft.
Classification (Private, A,B,C): Total Depth: Cased TO: Total absorpt~d~rea: Pipe material:
Date Drilled: St¢licWater Level: I~1~: Date installed:
I Pump Set ~t: ~ Casing Height Above Ground:
SEPARATION DISTANCES ~ s,,,c ~ ~t~ fl/--~ S.T.E.~.
M~/ Number of Compa~ments:
We]~
SultaCewater LIFT STATIO~
Lot Size in gallons: ~ ~anufactur~r:
Line
Draln
~omarks: BE~H
Inspections performed by: ~¢ [ Z¢'~u/,¢O Dates: 1st ~.~¢~¢~,,~
Depadment of Health and Human Sendces approval ~;:../¢,/~,~.~:,~
72~13 (Rev, 9/91 ) MOA 25
/
/
/ CLEAN OUT
/ / · FOUND #5 REBAR
/ (PROPERTY CORNER)
/ /
ASBUILT SURVEY
..-'~"~' OF 47"h
~. ~...~%,,.
~-~.'~ .7',~
; *.:4~ m~ '..*~
'~,'.. LS-9108 ..'~
5 ". .'F~
\
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I hereby certify that an accurate survey of the improvements on
tho following described propert}~
LOT 9, BLOCK 2
StEEPY HOLLOW SUBDIVISION No.1
was made on October 22, 1997, and that said improvements
situated thereon are within the property lines and do not overlap
or encroach on the property lying adjacent thereto and that no
improvements lying adjacent thereto encroach on the premises in
question, except as shown, and that there are no visible or platted
roadways, transmission lines or other easements except as shown.
It is the responsibility of the owner to determine the existence
of any easements, rights-of-way, covenants, or restrlctlons
which do not appear on the subdivision plat. Under no circum-
stances should any data hereon be used for construction or for
establlehin boundary or fence lines,
DRN, MLH DATE: lO/24/9Z MARSHALL HETI_ET
CI<D. SCALE 1"=100' LAND SURVEYOR
F.O. JOB# P,O. BOX 771404
EAGLE RIVER, AK. 99577
PLAT# 73-84 ORmO NWl160
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 FAHILY DWELLING
Parcel I.D. ~5/- :~1-~')~
1. GENERAL INFORMATION
HAA# /)d'D q 5 5
Expiration Date:
Complete legal description SLEEPY HOLLOW SUBDIVISION #1; LOT 9, BLOCK 2,
Location (site address or directions) 25838 SLEEPY CIRCLE * EAGLE RIVER, AK 99577
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
ALEX & SYLVIA BEAVER Day phone (907) 384-5014
25858 SLEEPY CIRCLE * EAGLE RIVER, AK 99577
Day phone
GREG SHEARS W/ COLDWELL BANKER Dayphone (907) 517-5000
2525 "C" ST. * ANCHORAGE, AK 99505
Unless otherwise requested, HAA will be held by DSD for plckup.
2. NUMBER OF BEDROOMS: 5 ISEPTIC SYSTEM SIZED
[ FOR 4- BEDROOMS
3. TYPE OF WATER 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 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 propedies served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water 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.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation, based on procedures outlined in the Health Authodty Appreval 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.
Name of Firm GARNESS ENGINEERING OROUR, Ltd.
Phone 337-6179
Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY 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 wan'anty or future estimate of how 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 whatsoever.
DSD SIGNATURE
Approved for ~
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Note: The well for this property meets existing State and Municipal Codes. There are nitrates
present. It is suggested that periodic testing be performed to insure the wells continued suitability.
Current nitrate concentration is 5.59 rog/1. EPA maximum concentration is 10.0 mg/l. More
information on nitrates is available from the On-Site Services Program, at 343-7904.
Attach ments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
(Rev. 12~)1)
Original Certificate Date:
Municipality of Anchorage
Development Se ices 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
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: SLEEPY HOLLOW SUBDIVISION #1; LOT 9, BLOCK 2, Parcel ID:
A. WELL DATA *PER 1997 INSPECTION REPORT
Well type PRIVATE If A, B, or C provide PWSID# N/A
Date completed *LATE 60'S Sanitary seal (Y/N). YES
Totaldepth '155 ff. Casedto *40+ ft.
Date of test
Static water level '16
Well production
WATER SAMPLE RESULTS:
Coliform "~. colonies/100 mi.
Arsenic: N/A mg./L.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material STEEL
FROM WELL LOG
*LATE 60'S
g.p.m.
Nitrate ~,~Jcl mg./L.
Date of sample: 8/4/2005
Tank size 1250 gal. Number of Compartments 2
Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO
Well Log (Y/N)
Wires propedy protected (Y/N)
Casing height (above ground)
AT INSPECTION
8/4-/2005
2.3 ff.
2.06 g.p.m.
NO
YES
12+ in.
Other bacteria '~A colonies/100 mi.
Collected by: GEG, LtD.
Date installed 8/23/1998
Cleanouts (Y/N) YES
High water alarm (Y/N) N/A
Date of pumping 8/4/2005 Pumper
C. ABSORPTION FIELD DATA
Date installed 8/23/1998
Length 84 (2 @42) ft.
JR'S PUMPING SERVICES
r'BELOW RNAL GRADE'I
Soil rating Or ft~'bdrm) 1.2
Width 2.0 .ft.
Total depth .6.0-8.8 ft. Eft. absorption area 504 ff~ Monitoring tube YES
Date of adequacy test 8/4-/2005 Results (Pass/Fail) PASS
Fluid depth in absorption field before test DRY in. Water added 524 gal.
Elapsed Time: 122 min. Final fluid depth DRY in. Absorption rate >=
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN
SEPTIC SYSTEM SIZED FOR 4 BEDROOMS
System type DUAL TRENCH
Gravel below pipe 5 ft.
Depression over field NO
For 3 bedrooms
New depth DRY in.
4-50+ g.p.d.
If yes, give date -
D. LIFT STATION
Date installed Size in gallons Manhole/A~
"Pump on" level at~. High water alarm level at .in.
Cycles tested
Da.._~_utum ~ Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Sewer/septic service Pine
SEPARATION DISTANCES FROM WELL ON LOT TO:
100'-t-
100'+
N/A
25'+ Holding tank
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'+
SEPARATION DISTANCE FROM ABSORPTION F~ELD ON LOT TO:
Property line 10'+ Building foundation 10'+
Water service line 10'+ Surface water 100'+
Curtain drain . NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/cleanout
Absorption field
Surface water.
N/A
5'+
100'+
Water main N/A
Driveway, parking/vehicle storage 10'+
G. ENGINEER'S CERTIFICATION
! certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date.
Engineer's Printed Name
Date ~/,~"/~'-'
JEFFREY A. GARNESS
Date of Payment
Receipt Number
(Rev. i2/01)
Waiver Fee $
Date of Payment
Receipt Number
'..MunicipalitY of. A n'c h o,:a g e
Development Services Department
Euilding Sa~e~,/Division
On-Site Water & Wastewater ?rogram
4700 South Bragaw St.
P.O. Box 1 g665~ AnFncrage, A& ~51 ~-5~,,~0
ww',v.ci.anc~ qrsge.~k,us
(907]) 343-7904
051--501--08
FOR A SINGLE h-AN!LY DWELLING
SLEEPY HOLLOW SUBDIVISION (~); LOT 9, BLOCK
Parcel !,D.i __
i. GENER. AL iNFORi¥iATION
Complete legal description
. Location (si.re address o(direciions)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
23838 SLEEPY CiI~CEE * CHUGIAK, AK 99557 '"
LARRY H~-L_FT
D~y ph'one 688-2063
Real Estate Agent
Mailing address
P.O. BOX 670775 * CHUO1AK, AK 99567
Day phon~
LYNN SWANSON ~v/ ~'RUDENTIAL VISTA Dayphone__ 2__~42-2212
16635 CENTERFIELD DRIVE * E~LE RIVER, AK 995'77
Ur?less othe~vise requested, HAA will be held by DSD for pickup.
2. NUMBER O'F BEDROOMS: '5 *SEPTIC SYSTEM SIZED
FOR 4- BEDROOMS
3. TYPE OF WATER 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 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. Ce,'iJficates 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. Ceriificates of Health Authority
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water 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 pro~essional engineer's
work.
'. ' ' N~e: Alaska Water and Wastewat~r Con-sbltants, Irc. -shall be paid.$ : at, or prior- [ to closing for the engineering services provided. . .....
4. STATEMENT OF INSPECTION BY ENGINEER
As ced/fled by my see/a~xed hereto and es of fhe validation d¢',e shown b¢fow I vefi~/ Lba¢ mv
. investigatioh based on procedur~ outlined in the Health Adthofity Appmvb/Guide/ine~ for thi~ application, '
shows that the on-site wster supply and/or w~tewa~er disposal system i~(are) ~fe, fimcfional and adequ¢te
for the number of bedrooms and t~oe of structure indicated herein. I fuRher verify that based on the
infom~ation obt~iaed from the Mon~c~oality of Anchorage fi,'e~ and from my investio~ion and in~ection the
on-si~e v,a~er supmy a~d~or was&~wa~e~' o}s~o~ai sy~m i~('~e) in como,'ance ~,flh a~ ap,oiic~b~e Mun'c
'Name of Firm ALASKA wATER ~..WASTEW4TEB CbNSULT,~i~TS, .INC..' . Phone 337/61
AddreSs
6901 DEBAI~R' ROAD, 'SUITE 28 '* AhJdHORAOE. AK 99504
ng neers Pr nted Name JEFFREY A. OARNESS, P.E.
Engineer's Comments:
In. canductingl this evaluation, AK~C, lnG. attempted, to provide a thorough,
conscientious engineering enalysis of the system iq ~ccofdance with ADEC and MOA
DSD Guidelines & Regbtations. .The reposed results descrtbe¢ the performance ~f the
system under the conditions encountered at the time of the test, and separation
distances measured lo readily identifiable features. Tbe operational life of all wefts and
septic systems depend on the local soils condition, gmundwater lev~ls 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. At~WWC, Irc, can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of Ihe ADEC or MQA 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 whatsoever.
5. DSD SIGNATURE
X Approved for 3 bedrooms.
NOTE:
Disapproved.
Conditional approval for __ bedrooms, with the fllowing stipulations:
The well for thi~ orooerrv meetq ~'sri~'~ ~t~re 5r]ln~rln~l Rr, d~q
There are nitrates present. It is suggested that periodic' testing
be performed to insure the wells continued suitability. Current nitrate
concentration is ~i24'mg/1.EPA maximum concentration is i0.0 ~g/1.
More info on nitrates is availa~!e at the ON-SITE Program.; A~ 343-7904.
Attachments: ~
HAA Checklist ~ Manitenance Agreements
Septic System Advisory Supplemental Engineer's Reort
Well Flow Advisory Other
By:
Original Ced:ificate 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
w"ww.ci.anchorage.ak.us
(907) 343-7904
Legal Description:
A. WELL DATA
HEALTH AUTHORITY APPROVAL CHECKLIST
¢' /
SLEEPY HOLLOW S/D ~; LOT 9, BLOCK 2, Parcel ID:
*PER 1997 INSPECTION REPORT
Well type PRiVATE If A, B, or C provide PWSID# N/A
Date completed *LATE 60'S Sanitary seal (Y/N) YES
Totaldepth '155 ff. Casedto *40+ ft.
FROM WELL LOG
Date of test *LATE 60'S
Static water level '16 .ff.
Well production '5 g.p.m.
WATER SAMPLE RESULTS:
Coliform ~ coloniesllOOml. Nitrate ~1,3 mg.IL
Arsenic: N/A mg.tL. Date of sample: ,7,/4/2003
SEPTIC/HOLDING TANK DATA
Tank Type/Material STEEL
Tanksize 1250 gal. Number of Compartments 2
Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO
Date of pumping 2/28/2003 Pumper
~'BELOW FINAL (;;RADEI
Soil rating Or ft2/bdrm) 1.2
Width 2.0 .ff.
ABSORPTION FIELD DATA
Date installed 8/23/199s
Length 84 (2 @ 42)ft.
Well Log (Y/N)
Wires properly protected (Y/N)
Casing height (above ground)
AT INSPECTION
2/28/2005
24 ff.
,.3.4 g.p.m.
Other bacteria
Collected by:
Total depth *6.0-6.8 ft.
Date of adequacy test
Fluid depth in absorption field before test 0 in.
Elapsed Time: 0 min. Final fluid depth 0
Any rejuvenation treatment (past 12 mo.) (Y/N & type)
051-501-08
NO
YES
0 colonies/100 mi.
AKWWC, INC.
System type DUAL TRENCH
Gravel below pipe 3 .ft.
Depression over field NO
For **4 bedrooms
New depth 0 in.
in. Absorption rate >= 600+ g.p.d.
NONE KNOWN If yes, give date -
**HOUSE IS ONLY 3 BEDROOMS. SEPTIC SIZED FOR 4 BEDROOMS.
Eft. absorption area 504 ft2 Monitoring tube YES
2/28/2003 Results (Pass/Fail) PASS '..,
Water added 653 gal.
12+ .in.
Date installed 8/23/1998
Cleanouts (Y/N) YES
High water alarm (Y/N) N/A
JR'S PUMPING
D. LIFT STATION
Date installed Size in gallons ManholelAc~s~rW~-~
"Pump on" level at~. High water alarm level at .in.
Cycles tested
~ ~ Meets alarm & circuit requirements?.
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot100'+
Absorption field on lot 100'+
Public sewer main N/A
Sewer/septic service line 25'+
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manholelcleanout
Holding tank N/A
N/A
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'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation, 1 0'+
Water service line 10'+ Surface water 100'+
Curtain drain NONE KNOWN Wells on adjacent lots
F. COMMENTS
G. ENGINEER'S CERTIFICATION
Absorption field 5'+
Surface water. 100'+
100'+
Water main N/A
Driveway, parking/vehicle storage 10'+
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date.
Engineer's Printed/Name
Date
JEFFREY A. GARNESS
HAA Fee $ ~
Date of Payment 3' ~)' 0,.~
Receipt Number
(Rev. 12/01)
Waiver Fee $
Date of Payment
Receipt Number
FROM : LARRY'S WOODWORKING PHONE NO. : 907 688 2063 Map. 20 2003 10:03AM P1
0
0
0
0 0
0
LEGEND
· #5 REBAR
ASBUILT SURVEY
I he. by certify that an accurate Survey of the improvements on
the fellahin§ descried property:.
.~wosm LOT 9, BLOCK 2,
SI F?Py HOLLOW SUBDIVISION No.1
ads on March 15, 200,t, and that sold improvements
situated thereon ars within the property lines snd do not ov~dap
or encroach on the property I~ng adjacent thereto and that no
impro~ments I~;ng adjacent thereto encroach an the premises In
questkm, except as ~hown, and [hat there are no visible or platted
roadways, transmission lines or other ea~-a~qents except as ~ho~.
It Is the reapofleiblqity of' tho owner to determine the existence
of any easements, rights--of--way, cove~antw, er restrictions
which do not appear an the subdivision plot. Under no oircum-
stance~ should any data he-eon be used for conott'uctian or for
estsbli~hlng boundary or fence lines.
O~N..,.MLH DA~ 3/~8~0'3 MARSHALL HETLET
c o, sc z 1'=5o' LAND SURVEYOR
#.e. ~e~ P.O. BOX 771404
~'~?~ 73-84 ~D NWl160 EAGLE RIVER, AK. 99577