HomeMy WebLinkAboutRATCLIFFE LT 5I etcliff
Lot
#011 - 122-74
Municipality of Anchorage .-_"'~
e 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:. SW020487 PID Number:. 011-122-74
JIM DUNLAP Wastewater System: · New I-1 Upgrode
Address:
701 WEST 41ST AVENUE * ANCHORAGE, AK 99503 ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 562-4512 4 n Deep Trench · Shollow Trench n Bed nMound r'tOther
)lock: Lot: Subdivision: 0ee~h to I~pe bottom from original grade: Grovel dept~ beneath pipe:
- 5 RATCLIFFE 6 MAX ~ 4.02
Township: Ronge: SecUon: RI added c~ o~glnd grade: ¢m.4~
- - - SEE DWG. ~ 50
WELL: [] New [] Upgrode 5 ~ 1
SEPARATION DISTANCES · s,puo 13 Holding 13 S.T.E.P. 13 Other
T~mm~~ Septic Ab~r~dflon Lift Holding Pubac/Prf~te Meeu~ectumn Capec~t~ In
Tank Station Tank S,,r U,,, ANCHORAGE TANK 1250
we~l N/A N/A - - 25'+ STEEL 2
s,,,oco wo~o~ 100'+ lOO'+ - - - LIFT STATION
Pump ~: IE~ In~)ecUo~l performed by:.
Curtain Drain .- NONEi KNOW~I ·
~e~a~ke: BENCH MARK
BOTI'OM OF SEPTIC TANK (INLET SIDE)
Inspections performed b~,~ .. AKWWC, INC. Dates: 1st 1/14/2003 'r,c")/ 4 ~.. ' '..?.U~
P~.~ ~u.~ AS BUILT DRAWING
SWO20487 ~ 011-122-74
20' UT~UTY AND PUBUC ~L
~NDALE , / /
CIRCLE ~o' ~ ~ ~c ~L
............ ~_Y~_ Y-7 .....
~~ ~:-- I
A ~ B C
~,33.so ,~.~2 -
~ ~o~ - ~o.o~ ~.~
A B C
ST1 33.80 12.22 -
ST2 41.65 17.57 -
DBL1 45.51 20.17 -
DBL2 46.62 20.41 -
C01 - 20.04 78.95
MT1 - 16.02 73.92
C02 - 40.15 38.55
MT2 - ,37.05 39.61
ALASKA WATER & WASTEWATER ~,_~: c.J.O.
~ CONSULTANTS. INC ..... : ...... ~. ,.,, ~ .... :...
PR~ FOR: PHONE NUMBER: P~E NUMBER: t ....
JIM DUN~P (907) 562-4512 2 OF
~ ~c,,~,: ~0~1.. c, ~' ...".~
RATCLIFF SUBDIVISION; LOT 5,
~ o~ wo,~, -~
AS-BUILT DRAWING OF NEW SEPTIC SYSTEM
P~"~"'"*~:AS BUILT DRAWING PARc~,D ,,M,~.
SW020487 m O11-122-74
TOP OF' TANK AT---~
INLET - 94.66
INVERT OF BUNG J
Al' INLET I 94.15
FINAL GRADE m 98.67+
t ~ ,.%o. o~4
// OUTLET - 94.07
ORIGINAL GRADE i
g9.41 0 HIGH
FINAL GRADE m
FABRIC
W
5*'
OF PIPE
93.43 (AV~.)
OF TRENCH
89.41 (AV~.)
REJ. ATN~ EI._r'VATION OF' BOTTOM OF
~:~.: ,~.. ........ ~~/~/~°°~
I ~ ' ~ ~ ~ s~ C.J.G.
~~ 5~TER & 5~S~ E~VATER ~
, ... ,, CONSULTANTS, INC., .
6001 DEBA~R ROAD. SUITE 2B; ANChORaGE, AK qqS0& · PHONE (007~7~170 FAX (q0733~8-32~6 'NeTeS.
JIM DUN~P. ,. : ::~,i (907) 562-4512 5 OF 5
RATCLIFF SUBDIVISION; LOT 5,
PROFILE DRAWING OF NEW SEPIIC SYSTEM
PREPARED FOR:
LEGAL DESCRIFq'ION:
TYPE OF WORK:
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water& Wastewater Pmgram
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6050
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Dec 18, 2002
Expiration Date: Dec 18, 2003
Permit Number: SW020487
['[~1 D~'ti0-n-'i R~cliffe LOt 5 ?
Des~ign Engineer: 0041 AK Water & Wastewater Consultan'
Owner Name: Ratcliffe Lot 5
Owner Address: 701 West 41st Ave Ste 204
Anchorage, A 99503-
ParcellD: 011-122-74
Site Address: 701 West 41st Ave Ste 204
Lot Size: 45173 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field r~ Septic Tank [] Holding Tank ~ Privy
r-1 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 pdor 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: i ~
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 FAMILY DWELLING
r~/~- IZz-
Permit Number
Property owner(s)
Mailing address (1)
Mailing address (2)
DUNLAP BUILDERS Day phone
701 WEST 41st AVENUE. SUITE 204 * ANCHORAGE. AK
Zip Code
562-4512
99503
Legal description (Lot, Block & Sub'd.) LOT 5: RATCLIFFE SUBDIVISION
Legal description (Section, Township & Range) N/^
Lot Size Acres/Sq. Ft. Number of Bedrooms
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 ~r~
Water Softening Unit
I certify that the above information is correct. I fudher certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
ALASKA WATER & WASTEWATER CONSULTANTSr INC.
· 1505. 0
Permit Fees .~. ~. ~ V
. Waiver Fees;
Date of Payment: I~-' I I?'. 0~,,. Date of Payment:
Receipt Number: ~.C~ ~,.~ ~Y' Receipt Number:
'ALASI -WATER WASTEWATER
CONSULTANTS, INC.
December 16, 2002
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water 8: Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed Septic System for Lot 5; Ratcliffe Subdivision
To whom it may concern:
The proposed 4 bedroom house will be served by public water and private septic system. Two
test holes were excavated on the property. The drainfield will be designed around the 30 foot
radii of these test holes. We are proposing that a 1250 gallon septic tank and a 5-wide type
drainfield be installed. Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that an application rate of 1.2 gallons/day/ft2
should be used and that the insitu sandy soils will act as a sand filter.
2. TRENCtl DESIGN:
a. Percolation Rate: <1 minutes/inch
b. Proposed Application Rate: 1.2 gallons/day/ft2
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 500 ft2
f. Total Depth: I0 feet (max.)
g. Effective Depth: 4
h. Width: 5 feet
i. Reduction Factor: 0.5
j. Minimum Length: 50 feet long
k Effective absorption area = 500 fi2
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
" 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed design.
4. TOPOGRAPIIY: The area for the proposed septic system is generally flat; in short, them
are no slope concerns.
We are 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. Thank you for your
assistance.
Sincere
GE., M.S.
NOTE: A site plan, a design drawing, two soils logs, and a 7 page construction specificatiofi
letter which are all part of the design package for this septic system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwxvc.com
S~C
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S~l~ S/D P~E 2
S~D ~ PUBUC WA~R
~D A PRNA~ SE~C
~ _ ~ ~PROPOSED J
S~I~ S/D P~E 2
~PB[~ POI~ S/D ~PB~ POI~ S/D
I
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I I I ~ I I
~ ~ CONSULTANTS, INC.- .......
PREPPED FOR PHONE NUMBS: P~E NUMBS:
DUN~P BUILDERS 562-4512 1 OF 2
SITE P~N FOR PROPOSED SEPTIC SYSTEM
WEST / 2o.u~u~Pu.ucz.~L~ ~
KENDALE I k /
.... 7_
PROPOSED / X ~ _ ~ -
WA~R UNE~ ~- ~ ~ ~
NOTE: THE CONT~CTOR SHALL I ·
~ ~~ ~ND SURV~R PRIOR TO
CONSTRUCTION. I
I
~.,~~.. ~2/~/2002 ~ OE~
, CONSULTANTS, INC.--: 1" - 40'
DUN~P BUILDERS 562-4512 2 OF 2 (~]~.~l '~F~'~"'~
LOT 5; RATCLIFFE SUBDIVISION
o~s,o, o~ .RO.OSED SEPT,C S~STE.
...... CONSULTANTS. IN,C,.: ' ~
ISOIL LOG - PERCOLATION TESTI
LEGAL DESCRIPTION: LOT 5; RATCUF~' SUBDIVISION
~o.~ ~o~: ~ · ~ou.~ ~,cu~ ~T~: ~/~oo2 ~;'..~r'~...."~
EP ~
f~ ORGANICS ITEST HOLE ~1
~01~ C~S$1FICATIONS _ / ~RoPos~ S~hC
~ o~~ ........... ~ .......
GROUNDWATER DATE POSE~
DRY 5/14/2002
DRY 12/15/02
11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
TIHE (HINUTES) READING (INCHES)
5/7/2002 I - - 6' -
12 GW/SW ~ -
13 3 - _ 6- _
4 - 2 O' 6"
14 5 - _ 6- _
6 - 2 O" 6"
15
16
~7
TEST RUN BETWEEN. 7.0 FT. AND 8.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES ~ NO
SOILS LOGGED BY: J~ON WOOD PERCOLATION TEST PERFORMED BY: ~EB GA~
COMMENTS: ~E INSEU SANDY SOI~ WI~ ACT ~ A SAND FILTER.
PERFORMED BY AK~C, INC. I, JEFFR~ A. GARNESS, CER~ THAT ~IS ~S ~RFORMED IN ACCORDANCE
WEH ALL STATE AND MUNICIPAL GUIDELINES IN E~ECT ON THIS DATE:
DEPTH TO
GROUNDWATER DATE
DRY 5/7/2002
DRY 5/14/2002
DRY 12/13/02
ALA$I~O~ '~ATER & '~VASTE'~VATER ~.'"I' ~.~,i''~
CONSULTANTS. INC. ,, ,.~1:
ISOIL LOG - PERCOLATION TESTI ~./( ........
~ ~ ~ ~ ~ff{ ~:' A.~ ess.:
~ D~CRIP~ON: LOT 5; ~TCUF~ SUBD~SIONVh~za'--J~ IC~,-7953 -"~
PERFORMED FOR: DUN~ BUI~ERS DA~: 12./13/2002 ~h~t "-.l/~j .." ~
~[~ ~====: ORGANICS ITEST HOLE ~21
1--
SOIL C~SSIFICATIONS . / ~ROPOSED SE~C
2 '" SP/SH
~,,, W/NL& ~GW ~ORG ~ .~S:E D~IGN. P~E 2 OF ?.
;~. , ~ CL ~_ ,
~_ ... ~c OL ...........................
· · SW NH
;.*-,,, ,~w.. sp CH ,
i
7- DEPTH TO
~"~ ~ l ] GROUNDWATER DATE ~ ~ P°S~ I
,[~'e J ~ 4 BEDROOM
8 -- '" DRY 12/13/02 h~usE
10 -- '~'
~ S~/S~
'" TINE READING
11-- ~t.~JJl DATE READING CLOCK NET TINE WATER LEVEL NET DROP
~t Jl (MINUTES) (INCHES)
· ,, 12/13/2002 1 - _ 6- _
'*' 2 - 3:40 O" 6"
,%'~
13 -- '~, 3 - _ 6- _
14-- ~ 5 - _ 6- -
,:;,. 6 - 3:40 o-
15--~""
B.O.H.
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19-
TEST RUN BETWEEN 6.0 FT, AND 7.0 FT,
20-- ~ A FOUR HOUR PRESOAK WAS PERFORMED: ~ YES ~ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORHED BY: JODY MAUS
COHHENTS: ~E INSffU ~NDY SOI~ WILL ACT AS A SAND RLTER.
PERFORMED BY A~C, INC. I, JEFFR~ A. G~NESS, CERTI~ THAT THIS W~ PERFORMED IN ACCORDANCE
WffH ALL STATE ~D MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE: I ~//~
( ·
DEPTH TO
GROUNDWATER DATE
DRY 12/13/02