HomeMy WebLinkAboutSTUCKAGAIN MANOR BLK 2 LT 7
Municipality of Anchorage Page
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: ~,go c~-?O/~, PID Number: (:~q[~
Name: Wastewater System: D New ~ Upgrade
A~ ~t t ~ 9~t ABSORPTION FIELD
Phone:
~./~/~__~ ~No. of~ooms: ~eepTrench D Shallow Trench BBed ~Mound BOther
LEGAL DESCRIPTION l,~
Block: Subdiv~ion: Depth t0 pipe boRom from originsl grade: Gravel depth beneath pipe
Lot: ~ ~ ~O~A~A~ ~ ~0~ ~' ~ Ft. ~' ~ Ft.
Township: ~ Range: ~ Section: :ill added above original grade: Gravel length:
~ ~ Ft. ~ '~ ~ Ft.
WELL: ~New D Upgrade ~ FL /, - Ft.
Classification (Private, A,B,C): Total Depth: Cased TO: Total absorption area: Pipe material:
Driller: Oat Dr'ged: Installer:
Yield: I Pump Set at: ~ Casing Height A~ve Ground:
-z~ TANK
~ GPM~ ~, Ft.l Ft.
SEPARATION DISTANCES ~s~pti~ ~ Ho~i.g
To Septic Abso~tion Lift Holding ~ubfic/Private Manufacturer: Capacity in gallons:
we~ /~/, ~ I ~-G ~ / u~i~h ~ .u=~e~ of~Co~p~.~.~:
Water /~+ 10~
Line
Foundation ~t ~ I ] p
Drain /~
Remarks: ~A~ ~~ ~Po~,~ BENCH MARK
Location and Description:
Inspections pe~ormod By: ~~'~ Dates:~st
Depaflment of Health and Human Se~ices approval
Reviewed and approved by ~/ ~Date: ~-/o- ~
72-0~ 3 (Rev. 9/91) MOA 25
PI.D. ND, 041-023-08
LDT 7,
PC! .
iLT
FER/'A], N SYSTEM
.-.3 ST..UCKAGAIN MANBR
.:
<~ HOUSE ~
TANK
TANK ELEVATIDN
PERMIT NB. S~970146 ~/~
SWING TIES
i'~i~ ............ ~ '"T'"'"~ ......
iDCI 34,2 ; 50,3
T1 36,8 ~ 53,4
:T~" "" F' :~,~:f""F 'g§';~ .....
:~'""T'" ¥%':~'"':"'g~':~ .....
:MT ; Gl,1 i 94,G
C2 63,7 99,0
iWELL 22.2 i 29.8
iS::::'- :.
: ~.~,... .. L.9..% tr.......L.¢~3,~
PC=PRBP, CBRNER
FBUND 5~8' REBAR
MT CD
:~\WoPN\7-2STUCK,:B~/G
TRENCH SECTION
PREPARED FBR,
Ge~orge 'nalgle
P,O, Box 2~1384
Anchorage, AK 99521-1384
(907) 875-1667
PANNDNE ENG, SVC
P, 0, ])DX 142025
ANCHDRAGE, ALASKA 99514
272-8218 Phone & F(ix
DATE, 7-19-98 J AS-BUILT
SCALEI 1'=60'
IV,ED
HEFI'¥ D ILLING RECE
, .,,,.~ :., JUL 27 1998
?.;.? ' Munic~pahty ol Anc~orago
· ~, % , Dept. Health & Human Se~ices
~'-~",, 3~o A~U~ DRIVE ~LEPHONEt
Identification Number
.~}~e~mlt Number .uate '.Jr ~s~u~. .-. - ,,~ ,u,~,,.,,,,~,,,. ........... ___ ~
~,~D.,a~ta~ed;?~,~ ~-I'~' ~/Date Completed ~ -~-~ Is wall Iooated at ~proved perm~ ~c~tion? D Yes D:,, No
~:~,:~. :.., - .,:.,, ~:~
Bloc~ ~Lol Pro~ny Owner ~me & Address:
~g~l Des~tlptlon
Methud ~t D~llllng: ~Jr rot~ Q c~le
Depth
~oreho[e
Data:
'8~ ' T~;'& Thic~ess & Water Strat~ ~m To ,
... "[' ~ ~ .. ' ' i CasingTy~: ~ ~ W&[Th~ess
~ ~ ~%~ ~ ~ ~ Oi~me~r ~ino~e~, depth
:,:,. . ::. . .. Liner T~et~ ,Diamete~inches, depth 'feet
· . ....... .. - SiatlcW~er Le~l (lmm amuh~level): I~ te~t'
':" ~ ~ Pumping Level: f~t a~er bm. pumplng~pm
~.~%~q:': ~.,,~ ..... .,. .... ., -.?.~_~ --
~..:x~, .~ aecove~ Rate:~pm
':?' '::~;":' ' '. ~ ~ WolllntakeOpenlngType: ~enEnd. ~OpenH6l~
?.~.x.~) D Soreen~; Sta~ ,,, feet 8topp~ feet
. -- .. ..... "" D Perforations Sta~ feet 81opp.. · ~eet
~ '~ Pump ln~ke Depth: feet
~lslnlected O~mpl~tlon'? ~ Yes fl No
r~ s --mment-: ' '
~ _
AttenlloIl: The well driller shall provide a well lea 1o thP, nrnn~rtv nwnar within
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 WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
pERMIT NUMBER:SW970146
DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES
OWNER NANE:GEORGE DAIGLE
OWNER ADDRESS:P.O BOX 211384
ANCHORAGE, ALASKA 99521
DATE ISSUED: 6/20/97
EXPIRATION DATE: 6/20/98
PARCEL ID:04102308
LEGAL DESCRIPTION:
STUCKAGAIN MANOR BLK
2 LT 7
LOT SIZE: 61581 (SQ. FT.)
NUMBER OF BEDROOMS: 5 THIS PERMIT: 5
THIS pERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL 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 (18/LAC72) AND DRINKING WATER REGULATIONS (18A3~C80).
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 SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED BY:>:
ISSUED BY:
/~ DATE:
8471 Brookridge Drive ~ Anchorage N Alaska 99504
(907) 337-6179 N Fax (907) 338-3246
Consulting Engineers
June 10, 1997
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
ReP Well & Septic System for Lot 7, Bk 2, Stuckagain Manor S/D.
To whom it may concern:
The proposed 5 bedroom house will be served by a private well and septic system. Comments
regarding the design are summarized as follows:
1. SOILS: Attached is a log which shows the soil profile, and the percolation test results. In
both test holes, the percolation rates were faster than 1 minute/inch. A sieve analysis was
performed on a random sample (copy attached). The soils are classified as a GP, with 53~8%
gravel, 44.1% sand, and 2.1% silt/clay. Throughout the test hole depths I could see layers/lenses
which appeared to be primarily coarse sand. Based upon the fact that the soils is 46.2% sand/silt,
the area is low density development, and the wells are relatively deep, I am requesting that the
requirement for a sand filter be waived.
2. TRENCH DESIGN:
a. Percolation Rate: <1 minutes/inch.
b. Allowable Application Rate: 1.2 gallons/day/ft2
c. Number of Bedrooms: 5
d. Design Flow: 750 gallons per day
e. Minimum Absorption Area: 625 ft2
£ Effective Depth: 2.0 feet
g. Reduction Factor = .7
h. Width: 5 feet minimum
i Minimum Length: 87.5 feet. Will make trench 90 feet long
j Effective absorption area = 643 ft2 (>625 fi2 OK)
The total depth of the system will be limited to 7.5 feet.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic
upgrade.
4. TOPOGRAPHY: The lot is covered with dense brush in the vicinity of the septic system. I
could not shoot elevations without cleating a considerable quantity of brush. Instead, I walked
the area immediately around the drainfield (within 50 feet) and estimated the slopes using a
ctinometer. Based upon these measurements it appears that thera are no slopes, greater than
25%, within 50 feet (downhill) of the proposed septic system. The slopes are noted on the 1" -
30' site plan.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact me at 337-6179, or on my digital pager at
1-800-481-1162. Thank you for your assistance.
FARPDINT CIRCLE
LOT 9, ~K 2
LOT 8, ~K R, STUCKAGAIN
MANOR S/g, UNDEVELOPE~
°WELL
WELL
o
LOT 10, ~K 2,
STUEKAGAIN MANOR
PRDVATE VELL &
SEPTIC SYSTEM,
LDT 6~ 3K~, STUCKAGAIN
MANOR S/D, PRIVATE
WELL & SEPTIC,
WELL
LOT 11, BK 2, STUCKAGAIN
MANDR S/D. CURRENTLY
UNDEVELOPED.
LOT 12, BK 2,
STUCKAGAIN MANOR
UNDEVELOPED
NOTEj THIS IS NOT A SURVEY, THE ~=,..~ ~'~,:~,.~
PREPARED FDR, PATIENCE RUTLEDGE
3ATE, 6/10/97 I ORAWN,
WELL
TOTAL LENGTH = 9~',~.~' "L // X
SEPTIC SYSTEM~ LOT 7, BK 2, STUCKAGAIN MANOR
PREPARED FOR:
PREPARED BY~
DATE: 8/10/97
PATIENCE RUTLEDGE
ALASKA WATER & WASTEWATER SERVICES
DRAWN: GARNESS SCALE~ 1' = 30'
THE TFtENOH SHALL HAVE A MINIMUM LENGTH OF 87.5 FEET,
MONITORING TUBE (TYP.) I
PERFORATED IN DBAINBOCK,
WITH NATIVE SOIL AND MOUND,
TOPSOIL & BESEEDING SHALL BE RESPONSIBILITY
OF HOMEOWNER.
2 INCHES OF BOARD INSULATION
IF SOIL DOVER IS LESS THAN $ FEET.
INBULATION SHALL COVER THE ENTIRE
WIDTH OF THE TRENCH.
FABRIC SILT BARRIER
DRAINROCK SHALL
SCREENED PER M.O.A
SPECIFICATIONS.
TOTAL
DEPTH
OF
NO TE:
5 FEET WIDE
1. TRENOH SHALL RUN PARALLEL TO THE SLOPE DONTOURS.
2. FOR LOCATION OF CLEAN-OUTS AND MONITORING TUBE
SEE THE SITE PLAN.
3. CONSTUCTION PRACTICES, AND MATERIAL SPECIFICATIONS
SHALL COMPLY WITH ANCHORAGE MUNICIPAL CODE 15.65,
"WASTEWA TER DISPOSAL REGULATIONS".
4. INSTALLATION SHALL COMPLY WITH SPECIAL PROVISIONS
NOTED ON THE SEWER PERMIT.
5. SMEARED BOTTOM AND SIDEWALLS SHALL BE RAKED.
6. BOTTOM OF TRENCH SHALL BE LEVEL. 2 INCH MAXIMUM
VARIATION BETWEEN HIGH AND LOW SPOTS.
INCH DIA., ASTM F810
PERFORATED PIPE. HOLES
DOWN. PLACE 2 INOHES
OF DRAINROCK OVER TOP
OF PIPE, AND ACROSS
ENTIRE WIDTH OF TRENCH.
PIPE SHALL BE INSTALLED
LEVEL (WITHIN .01 FEET).
DETAIL FOR 5 FOOT WIDE SHALLOW TRENCH:
PREPARED FOR: PATIENCE RUTLEDGE
ALASKA WATER & WASTEWATER SERVICES
DATE: 6/10/97 DWN: GARNESS SCALE:
NTS
GRAIN SIZE ANALYSIS (ASTM D422)
PROJECT NAME: DAGLE RESIDENCE
PROJECT NO.: 5394
CLIENT: GEORGE DAGLE
BOREHOLE/LOCATION: TP #3
SAMPLE NO.: 97-S-1
DEPTH: -6' TO -8'
RECEIVED
· IIIN 74 lqq7
c,.~/]Mn~¢;,uahty ,~1 A:il~rlOlagl
DATE TAKEN: 6/2,~.,+ L~ ~Z ........
DATE TESTED: 6/26/97
TESTED BY: JBL
REVIEWED BY: RdPO
DESCRIPTION: Poorly graded sand with gravel
SIEVE ANALYSIS TEST
SIEVE DIAMETER TOTAL %
SIZE (mm) PASSING
6" 152.4
4" 100
3" 76,2 100
2" 50.8 92
1" 25.4 84
3/4" 19 79
1/2" 12.7 72
3/8" 9.5 6~..
# 4 4.75 ~3',)
#10 2 ~
# 20 0.85 22
# 40 0.425 18
# 60 0.25 9
#100 0.15 6
#200 0.075 3.4
90.0
80.0
60.0
% FINER BY 50.0-
WEIGHT
40.0
30.0
20.0
10,0
0.0
100
#4
HYDROMETERTEST
ELAPSED DIAMETER TOTAL %
TIME (mm) PASSING
0
0.5
1
2
4
8
15
30
60
25O
1440
GRAIN SIZE DISTRIBUTION
U.S. STANDARD SIEVE OPENINGS
% GRAVEL:
% SAND:
% SILT/CLAY:
D60=
D30=
DIO=
Cu=
Cc=
USC:
FC:
% ,02 mm
10 I 0.1
GRAIN SIZE IN MILLIMETERS
GRAVEL _1 SAND I
?200
[il
SILT AND CLAY
0.01
47.4
49.2
3.4
7.23
1.41
0.30
24.2
0.9
4.2%
SP
DATE PRINTED 6/26/97 REV6/93
GRAIN SIZE ANALYSIS (ASTM D422)
PROJECT NAME: STUCKAGAIN MANOR S/D
PROJECT NO.: 5355
~,LIENT: AWW
BOREHOLE/LOCATION: LOT 7 BLOCK 2
SAMPLE NO.: 97-S-2
DEPTH:
DATE TESTED: 5/31/97
TESTED BY:
REVIEWED BY: RJPC
DESCRIPTION: Poor[)/grd. gravel with sand
SIEVE ANALYSIS TEST
SIEVE DIAMETER TOTAL %
SIZE (mm) PASSING
6" 152.4
4" 100
3" 76.2 100
2" 50.8 92
1" 25.4 81
3/4" 19 74
1/2" 12.7 66
3/8" 9.5 60
# 4 4.75 46
#10 2 32
# 20 0.85 ~ 8
# 40 0.425 10
# 60 0.25 6
#100 0.15 3
#200' 0,075 2.1
HYDROMETER TEST
ELAPSED DIAMETER TOTAL %
TIME (mm) PASSING
0
0.5
1
2
4
8
15
30
60
250
1440
% GRAVEL:
% SAND:
% SILT/CLAY:
D60=
D30=
D10=
CD=
CC=
USC:
FC:
% .02 mm
53.8
44.1
2.1
9.40
1.81
0.44
21.4
0.~
3,2%
GP
GRAIN SIZE DISTRIBUTION
U.S. STANDARD SIEVE OPENINGS
40.0
30.0
20.0
lo.o ~ ,J ~.
400 10 1 0,1 0.01
GRAIN S~ZE IN MILLIMETERS
GRAVEL _1 ~AND I_ SILT AND CLAY
DATE PRINTED 6/~97
REV6/93
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3-
4-
5-
6-
7-
8-
9-
10
11
12
13
14
15
16
17
18
19
2O
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE
Township, Range, Section:
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTER'ED?
s
IF YES, AT WHAT 0
DEPTH? ~.t P
E
Oeplh Io Water Alter
Gross Net Depth to Net
Reading Date Time Time Water ' Drop
'-- . "::~: ...
PERCOLATION RATE
TEST RUN BETWEEN
(m,nutes/inch) PERC HOLE D AMETER --
COMMENTS
~ ' .
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~. / ,~ -"
72-008 (Rev. 4185)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION: L.-O'~' '-~ )
1
2
3
4
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
~ PROFESS~Xq~
DATE PERFORMED:~? h+
Township, Range, Section: ~ [~
SLOPE SITE PLAN
WAS GROUND WATER ['~D
ENCOUNTERED7
IF YES, AT WHAT NJ O
DEPTH?
E
DepLh to Waler After C,{L o/~
Monitoring? ~/A Date:
Gross Net Depth to · Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
(m~nutes/inch) PERC HOLE DIAMETER ~ n
__ FT AND ~' ~ FT
COMMENTS
PERFORMED BY: ~.~--'F~ ~3.~--¢JE~''~ I ~'"~E4:;F'~t~"I~'~"~' CERTIEY THAT THIS TEST WAS PERF~R&'IED IN
ACCORDANCEWITRALLS~'ATEANDMUNICiPALGUIDELINESINEFFECTONTHISDATE. DATE: ~/'(~/~-'~'"'~ ' :-'
72-008 (Rev. 4/85)