HomeMy WebLinkAboutWOOD CLIFF LT 3Wood Cliff
Lot 3
#011-271-17
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: -~3~"Vv/c~/~D'C) ~/~ PID Number: Oil- ~7/- I 7
N,~: ~L ~N~ Wastewater System: ~New O Upgrade
~'~: ~.~, '~ Iq O~ ABSORPTION FIELD
Total Depth from original grade:
Township: ~ Range: I Section: Fill added above original grade: Gravel length:
I
WELL: ~ New D Upgrade Grave~width: ~ Ft. JI '~ Ft.
Cis~ification (Private, A,B,C): Total Depth: Cased TO: Total absorption area: Pipe material:
Date Drilte : Static Water Level: ,nsta,¢~ , * Date instaged:
Yield: Pump Set ~ Casing Height Above Ground
SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P.
To Septic Abso~tion Lift Ho~ding Public/PrivateManufacturer: CapaciWin gallons:
Material: Number of Compa~ments:
w=t~ ~/, ~/o LIFT STATION
Lot ~ Size in oallon~: ~ Manufacturer:
Line
Foundation
Cu~ainDrain ~lo ~'}o ~/0 .-- -- PumpMake&Model IElectrlcailnspectionspefformedby:.
Remarks: BENCH MARK
Inspections performed by: Dates: 1st
Depa~ment of Healt~ and ~u~an ~ices approval ~ . c,:.::,~ . .
Reviewed
and
72-013 (Rev. 9/91) MOA 25
85 0 85
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£C~LE; !' = 50 FT, ~
+ Wel~
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SWING TIES:
TOBBEN SPURKLAND P.E,
205 ~/ 15TH, AVENUE
ANCN. AK. 99501
(907) 279-5916
. WOODKARLLOTCLIFFHANN; ~ S/D Jl
SEPTIC SYSTEM AS BUILT
DATE: SEPT. 20, 1999
SHEET: 2/5 OR/D: 2J22
PEA~MIT # S~/980073
PIP # 011-~71-17
~/CL OOOS2,D~/G
Wide
7~' Lon9
~eep
8,~' Sewer roc/~
Cover
C[eonout$
8,0 Pt o£ Septic Rock
Effective
SCALE
2000 9oL septic i, onk
3ENCH MARK. GARAGE FLOOR
ASSU,~ED ELEK 100.00 FT
TQ~BEN SPURKLAND P,E.
203 ~dlSth Ave
Anchoroge Ak 99501
· OOD CLIFF $/D
LOT 5
KARL HANNI
SEPTIC SYSTEM Ag BUILTS
DATE~ SEP[. 20,
SHEET, GRID:
PERMIT// SW980075 PARCEL ID Ol 1-271-17 WCLOOOSZ. DWG
M-W DRILLING, Inc.
P,O, BO% 110378 J 10330 Old Seward Highway
(907) 349-6535
ANCHORAGE, ALASKA 99511
PERMIT #SW980073
Well O~ner ,. K_~L HANNI
DRILUNG LOG
_ __ Useo!Well
DOM
Location (ad~e~of: Township, lq~nge, Section, ffknown;ordbtanm ma~ road
= 3. WOODCLZFF S/D
_~NCHORAGE, AK
r~pth of Ho], :-224 ._ .feet
Static water
C~ed to 218 .. 06 feet
FinCh of well (check one) open end ( xx
(minute) for ~__5 ,,hotlzz with .... 1~1 _.
WILL LC)(}
penetrated, size O! material, CO~;~i'Fi~ EI~IFIID
· ,~v 4, lClqq
Mu_nlelaalltv ot AnCl~Oragl
Oept. Helt~h & Human ~erv~c~
Depth m feet from
~'ound ~ur~ace
o .... TO. 3.5
3.5 .TO 11
11 TO- 35
35 TO~40
40 TO__.63
63 TO 92
92 .TO 156
1 56 TO 211
211 TO ?,2_1__
2 21 .TO ,. ' 4__...
CLAY
TO.
TO--
);
ft.
I -- CUSTOMER
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
On-Site Services Transmittal Sheet
LEGAL:
The attached paperwork has been reviewed and is being returned
for the following reason(s):
Disgrepancy in legal description and/or owner name.
Discrepancy in number of bedrooms.
Signature and/or stamp missing on ·
Show measured distances to sewers/wells, curtain drains
and streams within 200 feet of proposed system.
__ Replacement disposal site not shown and/or tested.
Calculation error in design.
Show locations of all soils, percolation or water table
tests.
Proposed system too deep for soil test submitted.
Topographic information missing or inadequate.
Narrative missing or inadequate. ,,
Additional soil/perc test needed.
Sand filter requirements not satisfied.
Water monitoring results missing or inadequate because
Incomplete; missing.
Well log required.
Water sample unacceptable because
Obbet
Please supply the necessary information and re-submit your
request. Your cooperation is appreciated.
Reviewer PA&/
LEA VE THIS FORM ATTACHED TO PAPERWORK
/203-rev. 4/93
~P~OSl~b 7'0 V~R~t., 7'W~,,,,Ct~f ~,e,,orT~ - 6tf~V~L lP~PT'~- P/r~
MunlciFality ol Anchorage
DEPARTMENT OF '~EALTH & HUMAN SERVICES
825 %" Street, Am:borage, Alaska 99502-0650
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
6
7
8
9
10
12
13
14
16
17
18
lg-
20-
Township, Range, Section:
SLOPE SITE PLAN
WAS GROUND WATER
IF AT WHAT
Oeplh Io Water Aller j
Moniloring? ~ Oa,e:
Gross Net Depth to Net
Peading Date
~'~.D--v ~' Time Time Water Drop
o I o
PERCOLATION RATE I, J~- (minules/mch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND ~ FT
DISCLAIMFR: grnundwater conditions indicated are for the dates shown only.
Past and future presence and/or depth of groundwater can not be predicted
trom these obst~.~vatlons.
PERFORMED BY: __ I '~- ~ CERTIFY THATT~iT IS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUI[ELINESINEFFECTONTHISDATE. DATE:
72-008 (Rev. 4/85)
Munlci[,allty o! Anchorage
DEPARTMENT OF ~EALTH & HUMAN SERVICES
825 "L" Street, A~mhorage, Alaska 99502-0650
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION: '~-, ~ T' :~
5
6
7
8
9
10
I1
12
13
14
15
16
17
18
19
20
Township, Range, Section:
DISCLAIMFR:
Past and
SLOPE
WAS GROUND WATER
ENCOUNTERED?
S
Oeplh lo Waler Afler
Monilodflg? Dale:
SITE PLAN
Peading Date Gross Net Depth to Net
~ ~Z-~" ~,,rp Time Time Water Drop
,,(
PERCOLATION RATE ~/- ~ (minutes/inch) PERC HOLE DIAMETER ~0
TEST RUN BETWEEN L~ FT AND '7 FT
Grnundwater conditions indicated are for the dates
future presence and/or depth of groundwater can not be
shown only.
predicted
from these oDservq~ns.
PE.FORMED ~V: ~ ,'-
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUI[ELINESINEFFECTONTHISDATE. DATE:
72-008 (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
NOTE: Alofdlcatlon muat tm filled out coml~etety
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Servicea
On-Site Sewer/Well Permit Application (~ I I -- e~- -7 1 I "~
SINGLE FAMILY DWELLING Pamel Identtftcatlon Number
Property Owner Name
Mailing Address
Legal Description
Day Phone
Zip Code
Subd~tia~on
Lot Size Acres/Sq. Ft. Number of Bedrooms /~ '~
Inspections will be conducted by: ,,~pproved Engineering Firm [] Municipality (permit fee included)
Does your house contain any of the following: [] Hot Tub [] Swimming Pool [] Therapy Pool [] Jacuzzi [] Water Softener Unit
This application is for: '~Sewer Only [] Sewer and Well [] Sewer Upgrade [] Well Only [] Water Storage
I certify that the above information is correct. I further certify that .'--r---
this application is being made for a Single Family Dwelling and
in accordance with applicable Municipal Codes.
Pon'nit
Waiver Fees: Receipt il Waiver
72-o12 (Rev. 4/98)'
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:SW980073
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:HANNI KARL D 30% & FAULK DAVID
OWNER ADDRESS:P.O. BOX 190228
ANCHORAGE, ALASKA 99519-0228
DATE ISSUED: 4/23/98
EXPIRATION DATE: 4/23/99
PARCEL ID:01127117
LEGAL DESCRIPTION:
WOOD CLIFF LT 3
LOT SIZE: 133159 (SQ. FT.)
NUMBER OF BEDROOMS: 6 THIS PERMIT:
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 (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 SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
203 W 15th. Avenue, Suite 203
ANCHORAGE, ALA$~ 99501
(907) 279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
WOOD CLIFF S/D
LOTS 1,2,3,4, and 5
Municipality of Anchorage
Department of Health and Social ~¢rvices
820 I Street
Anchorage, Alaska 99501
April 2, 1998
We are submitting an applications for the installation ofwelh and septic systems for the five lots
of this subdivision. Originals of the soil investigation performed by DHI Consulting Engineers
are on file xvith the DHSS. Two additional soil logs are attached to this application. These two
testholes are identified with the initials TS. Groundwater was not observed in any of the
testholes.
The soil is fairly uniform throughout the subdivision, consisting of a fine sand, silty sand,
overlaying clean sand and gravel. The percolation rate of the fine sand was found to be less than
5 minutes per inch in several of the testholes. However a percolation rate of 6-15 was used for
design at all the lots. This approach resulted in the a trench length of 75 feet for lot 3, leaving a
portion of the proposed trench outside of the 30 foot radius around the testhole. If the observed
perc rate was used the length oft?e trench would be 50 feet, placing the whole trench within the
30-foot circle.
To facilitate review I have shown all the proposed septic systems and the proposed well locations
on a sheet 1. For Lots 2,3,and 4, an alternative well location is shown. The specific design
assumptions are listed for each lot. The proposed well and seotic improvements will not impact
the adjacent properties or change the surface/subsurface drainage of the lots.
kOT 1
+I
SEPTIC
[O£BEM SPURKL4HD P.£. II
205 W 15TH. AVEWUE
ANCH. AK. 99501
(907) 279-39i6
· OODCLIFFS/D IISEPT/CSYSTEk4DES/$N
D,4TE: ~XARCH 50, ~998
SHEET: 1/5 GRID: 2322
PERMIT
P[D #
WEEDCL IF, D W~
ToSPDPdOhAN
203 W 15th. Avenue, Suite 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
LOT 3 WOOD CLIFF S/D
KARL HANNI
No Ground Water or Impervious Layer to 17 ft.
Use Standard Trench
Soil Rating. 1.2 g.p.d./sqft Use 0.8 g.p.d./sq ft
No. of Bedrooms 6
Required Area per Bedroom: 150/0.8 = 187.5 sq.ft.
Total area required: 1125 sqf~
Testhole depth 17 feet
Bottom Rock At 1 t feet
Top Rock At 3 feet
Rock Depth 8 feet
Total Trench Length 1125/16 = 70.3 fc Use 75 ft
SYSTEM CONFIGURATION
STANDARD TRENCH
TOTAL LENGTH 75 FT
TOTAL WIDTH 2 FT
TOTAL DEPTH 11 FT
ROCK DEPTH 8 FT
COVER 3 FT
SEPTIC TANK 2000 GAL.
The installation of this septic system will not prevent wells from being installed on the adjacent lots.
There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots.
The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface
runoff will not result from this installation.
25 50 7S
SCAL~' i" =
~I
85 0
I+
CE-Z-
TOBBEN SPURKLAND ~£
205 W 15TN. AVENUE
ANCH. Ak 99501
279-5916
# SW98XXXX
PID# YY
~fOOD C£IFF
LOT 5
KA£L HANtVI
SEPtiC SYSTEW DESIGN
DATE: WARCH 30, 1998
SHEE~ 2/5 SRm: 2522
WCLOOO32,DV$
REPLACEI~ENT TRENCH
Trenches:
7S' Long
80' Sever rock
Cover
PRII, XARY TRENCH
SCALE
£1eon Z]uts
2000 9al Sep~c tank
Non/tom'
E(monouts
3' Cover
8,0 Pt o£ Septic /~ock
Effective
SCALE
BO00 go(, sep~c tonk
£ENCH
A~UWED ~EK 100.00
TSSSEN SPURKLaN~ P.E, WOOD CLIFF
203 Wl5th Ave LOT 3
Anchorcge Ak 99501 ~ARL
PERWIT ~ SW98XXXX PARCEL ID YY
SEPTIC SYSTEM DESTGN
DATE: /v/ARCH 30, 1998
SHEET: GRID:
WCLOOO~S. DWG
12.'15.'97
09:11 VAX
OEPARIMENT (Jr' I IEALTH & HUMAN SERVICES
825 "L" Sheel. ^n¢l~orage, Al~ka 9g-~32-0650
SOILS LOG -- PERCOLATION TEST
Towri~hip. Range, Secllon:
SLOPE
Lv,' ': . ,~lOtJNO
,o :
11
12
13
14
15
.c,. H 16
17
lg
20
I~ ,v" ^TWHAT
· COMMF. FITS _.
T-F
~0
Time
I'! I:~ r,~ Al'ION ~AT~ ~' Im,n ~ ~$/'nCh) PER(; I~r.)LE Dl^k*F~ FF!
'[~-' ~u~NBEIWliEN _H'~ I:~ AND ~_'0 _FT
'I'
Ina,,
CERTIFY 71~AT TI-I~$ Ir. St WA.", PERFORMF_O IN