HomeMy WebLinkAboutT12N R2W SEC 31 LT 2 & SE4NW4TI2N P.2W
31
4NW4
Lo1' 2
042-081
-02
e Municipality of Anchorage
Development Services Department
Building Safety Division .-
On-Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3
www.ci.anchorage.ak, us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: 8W101227 PID Number: 042-081-02
Name:
Marcus Waehler Wastewater System: [] New [] Upgrade
Address:/
82211J'Clarks Road ABSORPTION FIELD
Phone: Number of Bedrooms:
240-0~83 3 ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other:
LEGAL DESCRIPTION So, Rating: Total Depth from original grade:
0.8 ~.~ 4 Ft.
Block: Lot: Subdivision: Depth to pipe bosom from original grade: Gravel depth beneath pipe:
2 & SE4NW4 4
Township: Range: Section: Fill added above original grade: Gravel Length:
12N 2W 31 0
Well: ~ New ~ Upgrade Gravelwidth: ~ Number of lines: ~ Distance be~een lines:
Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material:
Private 260 ~. 60 ~,. 630 [t~ HDPE Infiltrators
Driller: Date Ddlled: I Static Water Levek ~ Installer: Date Installed:
Hefty Drilling Inc. 10/12/2010 84 ~. Previous Owner
Yield: J Pump Set at: Casing Height Above Ground:
4 ~ml 210 ~,. 2 Ft. TANK
SEPARATION DISTANCES ~ Septic ~ Holding ~ S.T.E.P. ~ Other:
' T~To Septic Absorption Lift Helding 'ublic/Private Man~acturer: Capacity:
From~
Tank Field Station Tank Sewer Line Anchorage Tank 1000 Gal.
Material: Number of Compa~ments:
We,, 139.6 147.3 117.0 Steel 2
SudaceWater 100+ 100+ ~ / LIFT STATION
Lot Line 111.5 125.5~~ Size: Manufa~urer:
Gal.
Foundation 24.1 29.9 "~.~. on' level at: "Pump o~' level at: in. High water alarm at:
Cu~n.,~n N/A N/A ..m~ Make & Model Electrical Inspections pe¢ormed by:
Remarks:
Existing undocumented Wastewater Disposal System was BENCH MARK
I Location and Description: ¢
exposed and verified on 8,18,2010. House FF ~ ,~ ~
Assumed Elevation:
Engineer's Stamp
Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1st 8/18/2010
2nd 12/7/2010
Development Se~ices Depa~ment Approval
Conditional Approval Date:
Reviewed and approved by: > , ,, : ~ / - /
CO A B C D
TI 25.4 56.8
T2 31.7 61.5
CO 33.6 62.6
WYE 33.0 58.0
M1 61.0 47.7
M2 64.0 52.3
TH1 49.3 38.3
CO A B C D
TI 25.4 56.8
T2 31.7 61.5
CO 33.6 62.6
WYE 33.0 58.0
M1 61.0 47.7
M2 64.0 52.3
TH1 49.3 38.3
WELL 81.3 77.8
~ ~ WELL 81.3 77.8
~. '~,x x.... -- _ / YARD AREA
Xk, ~ J~ / /LIMITS OF CLEARING
/% /
' ~ / / ~M2~/SEE DRAIN FIELD
~ / ~ ( T~i~'%~X~P~N'SHEET5
TRATOR 5' DEPTH (TOP)
REPLACED EXISTING
TEE WITH FLOW SPLICER
g STEEL TANK (E)
YARD AREA
AREA UNDEVELOPED ~ ~
~ NO WELL OR SEPTIC ~ ~
W~ W~¢ WITHIN 200' ~
NO~S: ~0~ ~G ~C, ~ _.-~x~.-, _. O~,e
~ OF A '~
...... L i ~
RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 ~ ~. .~.~ 2/28/1
ff .-'~__ ~ '... ~ ~"=so'
....
P~AN A~C~O~AGE, A~ 99507 {~.. ..~ 0sp~0~227
DCO
-~1
~,~ 2' FROM
FLOW
SPLITTER
~~)-~1ANK INFILTRATORS, TYP.
~~m AT 4.5' 0 C - TH
' ~-- 9 0 --~ 06.9 ~..-x~
X, ;:..,-, >~ ~':::;.'~ ~ ~ ~.l :1
'}] ?~ '~ 102 8' -"::~':?~ 2" SP/SM
;~;~ ~:~ ~ ~ . ~p. NO GROUNDWATER
? ~Z ~ ~ 9' - ENCOUNTERED
;~:,. :;.~ ~:~ B 0 H 11
~ ~ ~;~: DRAINFIELD SECTION
~S' ~;~' ~: FLOW
~ ~:~~ CLEANOUT
:~ ~J 4" ..
7~ ~:~, ADDED RI ~
70.0 ;z~ ~
s ~ FROM BLDG
c 5 _ I
>::~ I~ ~: " 104.5' 104.3~ -
?~b¢~ ~,z: ' TO
~ 1000-GAL DRAINFIELD
~,.- ,
SEPTIC TANK
~'~ MT MT
~ ~ ?: TANK SECTION
~:; NTS
~'1~ ~e~ ,~ LEGEND
,s ~*; EXIST'G SEPTIC
:~x '~ NEW SEPTIC
*.*'< '.:z; {:; AB B R EVIATI 0 N S
',~ bq~ ~ CU COPPER
, ,.~ ,.?~ ~ DIP DUCTILE IRON PIPE
,~:~ ;~4~ 7~ DESIGN PARAMETERS TH TEST HOLE
~:~ ,{~ ~* NEW SEPTIC SYSTEM FC FOUNDATION CLEANOUT
)<~ '~ '.~ W~ TANK CLEANOUT NO.
NO. BEDROOM: 5 (450 gpd)
:!~ r,:: C~ CLEANOUT NO.
X;~ ~(~ TANK SIZE: 1,000 g
~ ~~__~ PERC RATE = 1 topi (0.8GPD/SF) M~ MONITOR TUBE NO.
AREA ROD: 565 SF R.I. RIGID INSU~TION
SYS. ~PE:BED DCO DOUBLE CLEANOUT
DRAINFIELD PLAN ~o L~ x ~'w ~v o,w~x~ VALW
1" = 1 O' TOTAL AREA = 650 SF FS FLOW SPLICER
N°~s: p~o~ ENG ~C, L~
RECORD DRAWING P.0. BOX 100217 ANCHORAGE, AK 99510 ~.."' ~~ scde
2/28/11
NTS
~ ........... K P.I.D. NO
- 042-0~1-02
T~2~ ~2W SIC 3~ ~2 2 SE~ ~W4 .........
MARCUS WAEHLE~
NO.
ANCHORAGE, AK 99507,~E~ ~ '~ .zD~~.~.. .~ ,OSPlO1227
DETAILS , ~ ~{~ Sheet
Cit?Borough: ,qubdivision:
~,nohorage Bear Valley
iBL()CI-:
Meridian Township 12Nkangc__
Well Log
LOT
] P,'operly Owner Name & Address: Marcus Waehler
8221 Clarks Rd.
I Anchorage,AK
2W so~i,,. _3! ~ - ......... ¢, or '..~ or ~, ct'
8omL~!oL£ o:v:'A(from top of casing~ept~
Material: ']'ypc~ Color & wetness
Drilling method: (×) Air rotary. ( ) Cable tool. Other
Well usc: ( } Public supply. (X) Domestic. Oti~er
stickup
silt & rock
wet rock
bedrock
0 2
2 18
18 22
22 260
Mnnicipality of Aacherage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Section
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
wz~.muni.org/onsite
(907) 343-7904
Depth of hole: ___220 Ii, Casing sdckup:. 2 ft
c:~.~i,~g typo: __s_t~el ....... ihi&nos.,: ._:_2_~0 inches
Casing diameter: ........ ~ inches C'asmg depth: ...... ~q ..... fi
Liner tvDe: pvc Diameter: 4.5 inches Dcpti]: 20' to 260'
Pumping level &vieid: ........... feet alter hours at gpm
Recover7, rate: 4 g~m. Method of'testing: airlift
Development mc[hod: airlift Duration: 1 hour
Well imakc opening ~'pc: (
Screened: Start: -
Screen lypc:
Peflbrated: Slart:
) Open end. (X) Open hole. Other
fl, Stopped - ft
- Slot.'mcsh size: -
80' ft. Stopped: ......... ._2_00_' .... fi
Note: ....................................................................................................
Orout ~,pe: _ b_ent¢_nj_t_e.__ Volu,~c -
Dcpfla; from _ground surface
Pump intake depth: .... fl
Pump size: hp. Brand name:
Was',.,e,,-- u disinfected upon completion? {X) Yes. ( '1 No
Method of' 0isi,,foction:CaiciumHypochlorJte..(..C. blorine)...
Dri!lcr commcn',s.' disclaimers: ·
oversize drilled and grouted casin per muni
code.
Well driller name: . ,lohnnv
Co nDan; namr'' He..ft.~ Drllhn~ Inc.
Maiiin~ ~" 3540 Akula Dr
~ ~ OCt'eSS: ...... - .....................
City: _.O~p)orage sm~e: ,4~ zip 99516
. 907/~ 345 _ 0593 f~:345-4700
A~ention: Prop~y owner shall provide a well log to the
DSD within 60 days of well completion.
P~n~it N~,~b~-: O8P101227
m~ o¢~,s~,~: Oct./08~010
Pm'cci Identification Number: - _
Is wctl located at approved pcnni~ locauon? (X) Yes or ( ) No
Pump
ABOVE GROUND
CAS[N(;
installation
PUMP TYPE
Pump
Mot~-
Ty~e
POWF..R CABLE:
~/ATER
WELL
CASED HOLF~
INTAKE STRuCTUI~:
OPEN HOLE:
well was disinfected upon completion.
method: calcium hypochlorite.
SG,S,
SGS Ref.# 1106468001
Client Name Pannone Eng. Srv. Printed Date?Fime 12/28/2010 16:10
Project Name/# TI 2N R2W Sec 31 L2 & SE4 NW4 Collected Date/Time 12/07/2010 15:30
Client Sample 1D T12N R2W Sec31 1.2 & SE4 NW4 Received 1)ate/Time 12/07/2010 16:20
Matrix Drinking Water Technical Director Stephen C. Ede
Saml~lc Remarks:
Allowable Prep Analysis
Parameter Rcsults I,OQ Units Method Container II) Limits ][)ate Date lnit
Metals by ICP/MS
l lardness as CaCO3
189 5.00 mg/l, SM20 2340B C
12/13/10 12/16/10 KDC
Waters Department
Total Nitrale/Nitrite-N 0.202 0.100 mg/l, SM20 4500NO3-F B 12/08/10 AYC
Microbiology Laboratory
E. Coil
Total Coliform
Ncp, ativc 1 100ml, SM20 9223B A 12/07/I0 DiiC
Positive I 100mL SM20 9223B A 12/07/10 DLC
Private Individual Analysis
Alkalinity 156 10.0 mg/L SM20 2320B D 12/08/10 SDP
Aluminum 1 I0 20.0 ug/L EP200.8 C 12/13/10 12/16/10 KDC
Anlimony 12.8 * 1.00 ug/L EP200.8 C (<6) 12/13/10 12/16/10 KDC
Arsenic 28.5 * 5.00 ug/L EP200.8 C (<10) 12/13/10 12/16/10 KDC
Barium 59.1 3.00 ug/L EP200.8 C (<2000) 12/13/10 12/16/10 KDC
Cadmium ND 0500 ug/l~ F, P200.8 C (<5) 12/13/10 12/16/10 KDC
Calcium 19000 500 ug/1, EP200.8 C 12/13/10 12/16/10 KDC
Chloridc 3.12 0.100 mg/L EPA300.0 D (<250) 12/10/10 12/11/10 SDP
Chromium ND 2.00 ug/L EP200.8 C (<100) 12/13/10 12/16/10 KDC
CO3 Alkalinity ND 10.0 mg/I, SM20 2320B D 12/08/10 SDP
Conductivity 345 1.00 umhos/cm SM20 2510B D 12/08/10 SD['
Copper 68.1 1.00 ugfL EP200.8 C (<1300) 12/13/10 12/16/10 KDC
Fluoride 0.237 0.100 mg/L EPA 300.0 D (<2) 12/10/10 12/I 1/10 SDP
11CO3 Alkalinity t 56 10.0 mg/L SM20 2320B D 12/08/10 SDP
Iron 311 * 250 ug/L EP200.8 C (<300) 12/13/10 12/16/10 KDC
SGS Ref.# 1106468001
Client Name Pannone Eng. Sty. Printed Date/Time 12/28/2010 16:10
Project Name/# TI2N R2W Sec 31 L2 & SE4NW4 Collected Date/Time 12/07/2010 15:30
Client Sample 1D T12N R2W Sec31 1,2 & SE4 NW4 Received l)ate/Time 12/07/2010 16:20
Matrix Drinking Water Technical Director Stephen C. Ede
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date Init
Private Individual Analysis
Lead 1.66 0.200 ug/L EP200.8 C (<15) 12/13/10 12/16/10 KDC
Magnesium 34400 50.0 ug/L EP200.8 C 12/13/10 12/16/10 KDC
Manganese 12.9 1.00 ug/l, EP200.8 C (<50) 12/13/10 12/16/10 KDC
Nickel 6.89 2.00 ug/L EP200.8 C (<100) 12/13/10 12/16/10 KDC
O11 Alkalinity ND 10.0 mg/L SM20 2320B D 12/08/10 SDP
p}l 8.10 0.100 p}l units SM20 4500-It B D (6.5-8.5) 12/08/10 SDP
Selenium ND 5.00 ug/1, EP2008 C (<50) 12/13/10 12/16/10 KDC
Silver ND 1.00 ug/L EP200.8 C (<100) 12/13/10 12/16/I0 KDC
Sodium 5960 500 ug/L EP200.8 C (<250000) 12/21/10 12/27/10 KDC
Sulfate 21.8 0.100 mg/L EPA 300.0 D (<250) 12/10/10 12/11/10 SDP
Thallium ND 1.00 ug/L EP200.8 C (<2) 12/13/10 12/16/10 KI)C
Total Dissolved Solids 177 10.0 mg/L SM20 2540C D (<500) 12/09/10 JJR
Zinc 66.6 5.00 ug/L EP200.8 C (<5000) 12/13/10 12/16/10 KDC
............ S,G,S ..........
SGS Ref.# 1110629001
Client Name Pannone Eng. Srv. Printed Date/Time 02/25/2011 15:34
Project Name/# T12N R2W Sec31 L122 SE4 NW4 Collected Date/Time 02/23/2011 13:30
Client Sample ID T12N R2W Sec31 L122 SE4 NW4 Received Date/Time 02/23/2011 13:55
Matrix Drinking Water Technical Director Stephen C. Ede
Sample Remarks:
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date Init
Microbiology Laboratory
E. Coli
Total Coliform
Negative 1 100mL SM20 9223B A 02/23/11 DLC
Negative I 100mL SM20 9223B A 02/23/11 DLC
On-Site Water & Wastewater 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
Permit Number: OSP101227
Tax Code Number: 04208102000
Work Type: WellSeptic Initial
Permit Effective Dates: October 08, 2010
to October 08, 2011
Design Engineer: PANNONE ENGINEERING SERVICE
Subdivision: T12N R2W SEC 31
Site Legal Address: T12N R2WSEC 31 LT 2 & SE4NW4 G:3042
Owner/Address: WAEHLER MARCUS 50% &
ROTHSTEIN SVIA 50% 11440 STROGANOFF DR ANCHORAGE AK 995076484
Site Mailing Address: 8221 CLARK'S RD, Anchorage Lot Size in Sq Ft: 3073594
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y 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 least 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:
1. Insulation to be added above tank.
2. "T" to be replaced with a flow splitter.
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/VVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 042-081-02
Property owner(s) Marcus Waehler
Mailing address
Site address
Legal description (Sub'd., Block & Lot)
Day phone
Zip Code
Zip Code
Legal description (Township, Range & Section) T12N, R2W, Sec 31, Lt 2 and SE4 NW4
Lot Size 3,073,594 Sq. Ft. Number of Bedrooms 3
THIS APPLICATION IS FOR ([~ all that apply):
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
THIS APPLICATION IS AN:
Initial []
Upgrade []
Renewal []
I certify that the above information is correct. I further certify that this application is being made for a
Single F_..amil~ 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. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
Pannone Engineering Services LLC
Steven R. Pannone, P.E., Principal
Licensed & Registered in Alaska and Florida
E-mail: steve@oanenl~ak.com
September 24, 2010
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road
P. O. Box 196650
Anchorage, Alaska 99519
Re:
T12N, R2W, Sec 31, L2 & SE4 NW4
Septic System Permit Request
Ladies and Gentlemen:
I am writing to request a septic and well permit be issued for the above referenced lot. The
existing undocumented septic system will serve an existing three-bedroom house; the current
system consists of a 1000g tank and a 9x70 bed with infiltrators. There will be a new private
well.
1. Soils. One test hole was excavated in August of 2010. Ground water was not
encountered. Bedrock was not encountered in the test holes.
Municipality of Anchorage Development Services (MOA) Regulations require accepting soils to
have
a~foot layer of filter sand where there is a percolation rate of less than 1 minute per inch
unless a sieve analysis determines an adequate amount of sand exists in the native soil. After
analyzing the material it was determined that fifty-six percent of the material passed a #4 sieve.
MOA regulations allow a bed system to be installed where fifty-one percent of the soil passes a
#4 sieve. Based on the percolation test results, sieve results, and the overall soils appearance;
an application rate of 0.8 gallons/day/square foot should be used with a conventional bed
system with infiltrators.
Proposed System
See Design Drawings sheet 3 of 4 for design calculations.
.i.0~ 2 .I. 7~ Anchora8% At( 99S1tO-.0217
Mai~in{¥ P.Q, Box~ O' ' ~ ......
Phys{cai; 61.5 E. ast 82~r'~ Ave, Cuite B6, Sdachor'aae,
Telephone: (907) 272,~82,~8 FAX: {907)
Page 2 of 2
3. Surface Water: There is no surface water within 100 feet of the proposed tank or the
drain field. The proposed drain field will maintain at least 100 feet from all surface water and
drainage courses.
4. Topography: The average topography in the area of the proposed septic system is
approximately three percent based on contour information.
5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written
notification that the review is complete, and that there are no further comments, is received
from MoA On-Site Department, the note will be removed and "Issued for Construction"
drawings will be issued.
The proposed installation will not affect the future development of the surrounding or existing
lots. There are no wells or septic systems within 100 feet of the proposed septic location.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
~-L~. ............. ~9,~.
49T, ~
/2J/ o
Steven a. ~annone, P. [.
Principal
Attachments:
Mai ina: P.O. Box 1.00217, Anchorage; At( 99510.02S. 7
Pisysic, al: 615 East 82~x~ Ave, Cuite B6, Ancho~'age, At( 99501.}
Telephone: (907} 272-8218 FAX: {907) 272~8212
~'~ ~C~ EXISTING SEPTIC
:" .""'"" ~RbPOSED WELL
~'::,q,,% , ~,~' :( . ,,.~: ~ ¥, : ~:
' ',~
c ::-.: ..... ~ AREA UNDEVELOPED
C: :: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ~3~;::~-:':::;:~:~(~::::::~: ';':;::::.~?:'~ ,// ;~ ":: ;;~.~ NO WELLS OR ~EPTIC
,::~% ':::: ,'?. :WITHIN 200' OF SYSTEM
::,~:::':~: ~:::~3~ ~:~y('~:~'~ ) ,-.-%,, ~ ~'~
::::: :: ::::::::: ::::::::::::: x. ', .,/ ~
: ~: t:}~:.~.~ :' ~:'' :;:~[::Z :: :: ::':"71~ ~
.~ ~ '.,', ~, ',, %, '", ~ ~ ~ ~, % t,";-...::Z" ':'.~: ::::::::::::::::::::::: :::.~ ~ ~"'
'., ' .v..".... ~: .:. '. ',. '....~..'.,~ :..:., :" i' '~ '~ ,'" ~' 'X ~i ~ ::::::::::::::::::::::::::::::: ", '%. ~ ?~,.L': ... :,?:::;??::':. -' :: .':':::'.::-.7.~ '--.'~'.-..'~.:.;:
:::: :;..', , ,, ,, ,, ,.,, .. ,~. , .,,::,, , .,,,, ,,.,,:,,;,,..~ ¢-....:: ..... :.., :.,.. ;. -,. ,..
:.:~ '. ~, 'x 1;:: ::. 'x x. ~., ', ',, ~,,',,. x ',. ~. '~ ! ¥., '~ i. ?~',,..C//, 1;[:::,:"-...~...~ ..... .. '
~~ Da te
NOTES: P~O~ ~G ~C, ~ ~ ~ oF
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~ ...... ~i, 10/12/10
N~=-...'~ ~_~--'~~ '... ~ 1"=~oo'
MARCUS WAEHLER ~.. CE 8149 '~ PERMIT NO.
ANCHORAGE, AK 99507 ~lj~ o~
PLAN .... Sheet
CO A B
TI 25.4 56.8
T2 31.7 61.5
CO 33.6 62.6
~,, VVYE 33.0 i 58.0
M1 61.0 47.7
'~k M2 64.0 52.3
TH1 49.3 38.3
/ YARD AREA (P)
\O: / ~ / / LIMITS OF CLEARING
/ X / ' / ~M2~/SEE DRAIN FIELD
TEE WITH FLOW SPLICER
AREA UNDEVELOPED * ~
z
W~ W~~ WITHIN 200' ~
NOTES: p~o~ ~G ~C, L~ ~ oF ~/?~- ~
FOR CONSTRUCTION P.O, BOX 100217 ANCHORAGE, AK 99510 ~-~"' ...... ~;" ~ ~a Scole~°/~2/~°
PHONE (907) 272-8218 FAX (907) 272-8211~ -~*-"~~"'-,
1"=50'
~ ''' ..... :'"~,P.i.D.
~0
1~2~ ~2W S~¢ 3~ ~2 2 S[4 ~W4 ~'~t~"~"~h~'6~'~ u42-o8~-o2
I~¢~ ' ~ PERMIT NO.
MARCUS WAEHLER . CE 8149 ..~%~ .~
ANCHORAGE, AK 99507 ~ ".. ..... .-'
PLAN ~b~~--' Sheet
20F4
CO A B
TI 25.4 56.8
T2 31.7 61.5
CO 33.6 62.6
WYE 33.0 58.0
M1 61.0 47.7
M2 64.0 52.3
TH1 49.3 38.3
PlzZ7
2' FROM
K INFILTRATORS, TYP.
~m AT 4.5' O.C. -
?:"~ %/DRAIN ROCK NO GROUNDWATER
>~ ~:] i ENCOUNTERED
~ I 9
~;~ :,~ DRAINFIELD SECTION
~ c< ~(~ DOUBLE
~ ?, C LEAN 0 UT
~ TO
~;: '{~ 5~, 1000-GAL ~ DRAINFIELD
' ~ '~ TANK SECTION
~} :~S ,.~ LEGEND
~ NEW SEPTIG
>~ CU COPPER
DIP DUCTILE IRON PIPE
~ ~ ~' DESIGN PARAMETERS TH TEST HOLE
'~ ~j~ NEW SEPTIC SYSTEM FC FOUNDATION CLEANOUT
~: :~: NO. BEDROOM: 3 (450 gpd) T~ TANK CLEANOUT NO.
:)~: ~¢, ~¢; TANK SIZE: 1,000 g C¢ CLEANOUT NO.
'~__~ ~?~ ~ PERC RATE = 1 mpi (0.8GPD/SF) M~ MONITOR TUBE NO.
AREA RQD: 565 SF R.I. RIGID INSU~TION
SYS. ~PE:BED DCO DOUBLE CLEANOUT
DRAINFIELD PLAN ~OLZX9'W ~v O,V~mT~m VALW
~" = 10' TOTAL AmZA = ~0 SF FS FLOW S~L,~S*
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~ ...... ~ 10/12/lO
T12N R2W SEC 31 L2 2 SE4 NW4 ~,~ .... ~.~~.-~ 042-081-02
:¢~ ~teven R. Panno~e ~
MARCUS WAEHLER ~¢~-. CE 8149 .-~%~ PERMIT NO.
ANCHORAGE, AK 99507 fl~.. ..~ ~
D E TAILS 'I~0~¢{~A~~ Sheet
1o i z'~7
TEST HOLE1 SOILS LOG - PERCOLATION TEST
1 --
2 -- SLOPE
! SITE PLAN
5 -- BROWN SANDY
SP/SM GRAVEL WITH
6 -- SILT
7--
( TEST
9 -- HOLE 1
10 --
BOH
WAS GROUND WATER
ENCOUNTERED? N SLOPE
IF YES, AT WHAT TH 1
DEPTH? -0- ×
DEPTH TO WATER AFTER
MONITORING? -0- WATER RATE
DATE: 8/26/2010 READING DATE CLOCK
TIME NET TIME LEVEL NET DROP (MINUTES
READING PER INCH)
1 8-i8-10 <1
2
3
4
5
8
PEROI~TION R~TE <1 (rain/inch) PERC HOlE DIAMETER ~ inchos
TEST RUN BETWEEN 4.5 FI AND 5.5 FI
COMMENTS: Test hole excavated by A+ Home Sez~cices Test Hole was presoaked be£ore parc test.
PERFORMED BY: I, STEVEN R. PANNONE CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
~ __, ?% Date
...Oh NOTES: PANNONE ENG SVC, LLC .
FOR CONSTRUCTION p.o. BOX 100217 ANCHORAGE, AK 99510
i~,~,. .....~. ~, 10/12/10
PHONE (907) 272-8218 FAX (907) 272-8211 ~.~...- %~ii?.l..~Jtj Scale
NTS
P.I.D. NO
'~ -0-~-081- 02
MARCUS WAEHLER iPERMIT NO.
SOILS 1
WATER RATE
CLOCK
READING DATE TIME NET TIME LEVEL NET DROP (MINUTES
READING PER INCH)
1 8-18-10 <1
2
3
4
5
6
I US STD, SIEVE SIZE I US STD. SIEVE NUMBER
1-1/2 3/4 3/8 #4 #10 #20 #40 #100 #200
90 ~
~ ~o ~ ~'T~-,--~ '_7~?~ ~--~w-FT~ i--'~---~tTi -~
'T,'~ ~_ _.4
100 tO 1 O, t O, 01 O, OOt
GRAIN SIZE IN MILLIMETERS
GRAVEL SAN~
ODd,LES SILT or CLAY
SYMBBL ~4c~ Su~ ~, T,, (reel) CL~%IFfCATIDN
~ Sandy Gravel with Silt (SP-SM)
Crowther Associates PaRicle Size Distribution Plate
Oeotechnical Engineering Se~ices 8220 Clerks Road
Anchorage, Alaska
Job No. 0~0.002 I File No. Pannone2 [ Date August 2010