HomeMy WebLinkAboutGRECIAN HILLS BLK 1 LT 5Grecian Hills
Block 1
Lot 5
#017-073-58
M -W Drilling, Inc.
*P.O. Box 110389* Anchorage, AK 99511♦
♦907-345-4000 ♦ 907-345-3287 Fax♦
GROUNDWATER WELL AS -BUILT & LOG
Well Owner: Dan Dufour Use of Well- Domestic
Legal Description: 8120 Upper. DeArmoun Road, L5, B1 Grecian Hills
CONSTRUCTION
Hole Depth: 180' Casing Size: 6" Cased To: 180.44 Material: A 53 Steel GR B Wall: 0.25
Drill Method:
Well Completion: Open end X Screen Perforated Perf. Method:
Screen/ Perforation description:
Grout Notes: ( 2 ) Sack(s) of Bentonite
Notes:
Disinfected: Method: 1 gal. bleach in 5 gals. water poured in well while circulating through
Well Development Method the system and back to well.
Notes:
Static water level (SWL) 127 below top of casing (TOC).
Well yield test at 12 1 Gals. per minute (GPM) for 1 hours) with 40' of drawdown (DD) from static level(SWL).
Method: Pump
Start Date: 9/3/09 Completion Date: 9/8/09
Pump Install Date:
WELL LOG
Depth in feet from top
of casing.
Details of formations penetrated, size of material, color and miscellaneous details.
OTO
3
Casing Stick Up
3.....
--11
To
11
Peat/Organics-
39
TO
TO
39
45
Gravel: sitty, very dry
-,—
Gravel: dam p, silty./sandy
45
TO
56
Gravel: wet, silty
56
TO
62
Gravel:_sitty, dry— - —
62
TO
165
Silty w/some gravel: hard packed, dry, h_ard driving
16_5
TO
175
Gravel: silty/sandy, wet - -�-
175
To
180
Gravel: water bearing, 10 GPM ------ — -
TO
TO
TO
WAYNE FE. WF-STBr_tqu
______
TO
_.
-
Presideni, Ming inc.
NfsWA lertititd Masiar nraurtdwater contractor
TO
Ak Gen Contr Lie No 1000
TO
TO
a a5ed LBZES-bEL06 XU3 13rN3SU1 dH WUZE:L 0io2 10 inr
Dec 11 09 01:33p M -W Drilling, Inc. 907-345-3287
M -W Drilling, Inc.
• P.O. Box 110389+Anchorage, AK 99511♦
♦907-345-4000 ♦ 907-345-3Z87Fox♦
Job No. 09-133
GROUNDWATER WELL AS -BUILT & LOG
Well Owner Dan Dufour Use of Well: Domestic
Legal Description: 8120 Upper DeArmoun Road, L5, B1 Grecian Hills
Hole Depth: 180'
Drill Method:
p.2
Casing Size: 6" Cased To: 180.44 Material: A 53 Steel GR B Wall: 0.25
Well Completion: Open end X Screen Perforated Perf. Method:
Screen/ Perforation description:
Grout Notes: ( 2 ) Sack(s) of Bentonite
Notes:
Disinfected: Method: 1 gal- bleach in 5 gals. water poured in well while circulating through
Well Development Method the system and back to well.
Notes:
Static water level (SWL) 127 below top of casing (TOC) -
Well yield test at 12 Gals. per minute (GPM) for 1 hour(s) with 40' of drawdown (DO) from static level(SWL).
Method: Pump
Start Date: 9/3/09 Completion Date: 9/8/09
Pump Install Date:
WELL LOO
Depth in feet from top
of casing.
Details of formations penetrated, size of material, color and miscellaneous details.
- -0
3
- TO
TO
3
11
Casing Stick Up— -.-- - _
---- -_ --
Peat/Organics
_
11—
TO -
39
Gravel: silty, very dry
39
TO
45
Gravel: damp, silty/sandy___
45
TO
56
Gravel: wet, silty_ _
56
TO
62
Gravel: silty, dry
62
TO
165
-Silty w/some gravel: hard packed, dry, hard driving
165
TO
1_75_
Gravel: silty/sandy,-wet
175
TO
180
Gravel: water bearing, 10 GPM
TO
--
TO----
-------
--
TO
—
--- ---WAYNE E. WESTBERG
TO-----
---..-----_---- — Nr Certified Mastar areundwater Cowmanr
Air Gen Gordr Lic No 1000
TO
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SGS Ref.#
1096033001
Client Name
Dufour, Dan
Project Name/#
8120 Upper Dearmoun Rd
Client Sample ID
Kitchen Sink
Matrix
Drinking Water
Sample Remarks:
Parameter
Results PQL
Collected Date/Time
11/02/2009 10:00
Metals by ICP/MS
11/02/2009 11:00
Arsenic
ND 5.00
Waters Department
(<10)
Total Nitrate/Nitrite-N
7.31 0.100
Microbiology Laboratory
Colony Count
0
Total Coliform
0
Fecal Coliform
0
Printed Date/Time
11/11/2009 11:46
Collected Date/Time
11/02/2009 10:00
Received Date/Time
11/02/2009 11:00
Technical Director
Stephen C. Ede
Allovrable Prep Analysis
Units Method ContainerlD Limits Date Date Init
ug/L
EP200.8
C
(<10)
11/04/09 11/10/09
NRB
mg/L
SM204500NO3-F
B
(<10)
11/09/09
LCE
coVIOOmL SM20 9222B
col/100ml, SM20 9222B
coVl00mL SM20 9222B
A (<200)
A (<D
A (<1)
11/02/09 SDP
11/02/09 SDP
11/02/09 SDP
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WATER SUPPLY PERMIT
Upgrade
Date Issued: Jul 30, 2009
Expiration Date: Jul 30, 2010
Permit Number: SWO90131 Parcel ID: 017-074-33
Legal Description: GRECIAN HILLS BLOCK 1 LOT 5
Design Engineer: 0000 ZZ - NONE NEEDED Site Address: 8120 UPPER DEARMOUN ROAD
Owner Name: DAN DUFOUR Lot Size: 20875 SQ. FT.
Owner Address: 3840 COVENTRY DRIVE Total Bedrooms: 2 Permit Bedrooms: 2
ANCHORAGE, A 99507 -
This permit is for the construction of:
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy 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 prior 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: � � �� Date:
/ I
Issued By: ��//// � 1 Date: / 3 o 'r' a
\\ 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 SEWERIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. b I —7 — F274 -
Property
Mailing
Site adc
t
V phone _2(2 1,500
Code 99,507
Code gC?.St L
Legal description (Sub'd., Block & Lot) dyer'-/_ ,.!
Legal description (Township, Range & Section)
Lot Size ZD kAKE Sq. Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
❑
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
Number of Bedrooms 72—
THIS
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 Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 0 f7 Waiver Fees:
Date of Payment:— � 3=! 7— Date of Payment:
Receipt Number: � �o Receipt Number:
(Rev. 11105)
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s GREs; _1JR ANCHORAG: AREA BOR;�'GH
Department of Environmental Quality
^w" 3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE sSEWAGE DIISPOSALo/SYSTEM S
NAME .060- &Lr r' MAILING ADDRESS.��'�� /1/7A, �7 /A�%YLl7 PHONE
LOCATION y/%�71A-A
� eM04,l, LEGAL DESCRIPTION LI T
TANK: E)(1s"Zoe G
DISTANCE !, NUMBER OF
FROM WEL O// MANUFACTURER .SELF MATERIALn ir COMPARTMENTS /
/00'lOnfc,rft � r
INSIDE LENGTH � INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY GALLONS.
TILE DRAIN FIELD: /01
DISTANCE FROM WELL _-r J DATION
NUMBER OF LINES DISTANCE
NEAREST LOT LI
TOTAL LENGTH
OF LINES
TRENCH WIDTH— IN. TOTAL EFFECTIVE
ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE
DEPTH OF FILTER
DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE
WELL:://
TYPEIVP rN CONSTRUCTION
BUILDING NEAREST
FOUNDATION LOT LINE
CESSPOOL , OTHER SOURCES
APPROVED DISAPPROVED
NEAREST SEPTIC
SEWER LINE , TANK_
REMARKS
IN. ABOVE TILE IN.
DEPTH DISTANCE FROM:
SEEPAGE
SYSTEM_
DISTANCES: DIAGRA OF SYSTEM
P i0
INSTALLED BY:.�F�f fir/
SEWER LINE DEPTH: T
N
PIPE MATERIAL:
/virYG-
r Vnk
J
LOT SLOPE: JUTN t
REMARKS:
'@)/ ;'?;
h11 7 �/ DATE 9��� APPROVED
os A✓l/SToq G'L ✓f/GH G.A.A. B. �-
Form EQ -032
16 _
NIPMPRIPF Rq. GREATER ANCHORAGE AREA BOROUGH
e� O DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO.
3331) "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM ® APPLICATION AND PERMIT
NAME OF APPLICANT 94t {-1'(',/��✓Lz�, MAILING ADDRESS-R�^-;4 T4114f l,Tf PI-1/ONE 7/�
INSTALLATION LOCAT
LEGAL DESCRIPTION
INSTALLATION OF: §ef-M TANK I�b�/- - — SEEPAGE PIT , DRAIN FIELD , OTHER ,
TYPE AND SIZE OF FACILITY TO BE SERVED 7 8_1)eof9 ! . /7 D
FINANCED THROUGH Ilnn Q TO BE INS,ITALLED BY
SOIL TEST RES LTS 4922 � V �A() �/ ���/�{�� -/7. V f/V A.l �1 (VOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL
COMPLETION DATE ANTICIPATED / 77 6'L�C/u`� �/P'
TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL. QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
BePT+G TvANK SIZE 3GGIC'� TYPE l iDIYC ^'�•�E- �/ /
y�/� /� SEEPAGE AREA SIZE TYPE
MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE PIT WALL
S+_n� TANK, SEEPAGE PIT
TO NEAREST LOT LINE.
DRAIN FIELD
DRAIN FIELD -
/ d
WELL TO S>eFF}C TANK 40y SEEPAGE PIT
DRAIN FIELD ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEP*IC TANK SEEPAGE PIT
DRAIN FIELD
TANK, 100 / SEEPAGE PIT DRAIN FIELD
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
G.A.A.B.
OR
LICENSED DESIGNER /
I CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
DATE I ^ / i— �`� I APPLICANT'S SIGNATURE R
FORM NO. EQ -016
AREA
0
ORDINANCE NO. 28-68 AND THAT THE ABOVE
, I'vn 11 Au P. 75. ... ......
Sv W- Grecian Hills 0
o
t
SORI iThe sediments were fairly
2 consistane with respect to
depth and composition.
There are some boulder sized ',-J--�, - 4 -
TR
particles present.
N
j
o
vj
—v— ......
aq
th T -
KP
GRIOVI-S r-M.Iv, TI.r.
----------- -------
-------------
. . .. ............
141 at 275 s of t/bdrm
Percco
14 ft"--
. ....... ..
11 Aug 75
M -W DRILLING, INC.
Well History Profile/Equipment Inventory
Client: r„-
GENERAL
Owner, Uo^ � amoinw: j►c,ry�zt ;S W o�►fl 131
City Ar l.at.., County: State: _
Contact: LlPhone:
Well Used for: Qlt*115ki .
Date Drilled: Date in Service: .
CONSTRUCTION
Drill Method: Aquifer Type: TD:
Type Screen: Gravel Pack (Y/N): Other:
Drill Fluid Type: Developed by:
Chemicals Used:
MATERIALS
Surface Csg OD: Depth: Matl:al:
Pump Csg OD: Depth: Matt: Seal:
Prod Csg OD: Depth: Matl: Seal:
Screen 00: Slot: Matl: Gravel Pack Size.
Packers/Plugs:
ORIGINAL TEST DATA
Static Level: t a7 ' Pumping Level: /G 7' Drawdown: S►o'
GPM: I d- Duration: I t,T r Recovery:
Specific Capacity: Sand Content:
Turbidity: Other:
Date: 1a-10. bg
Job No.: O7 -.11"3
Loc'n:
Sec: Tnshp: _ Rng:
Well No.:
All depths below top of casing
GS
Surface Csg
PUMP & MOTOR
Type: 5 L Np GPM: I a TDH: PSI (dis): Pump Set
Pump Mfg: [cx, (K D% Model No.: Ir)S?5 E IS -337 Serial No,:
Bowl OD: - Stgs: HD/Stg: — Pump Eff:
Column OD: I r' Tube. V Shaft: Wire Size: 112 /e2
Motor Mfg: C,,t,,,,XD5 HP: RPM: tia, muc. Volt: �2L10 Top Screen
Amps: (Lock) (Full Load) L,S- SF: PF: Eff:
Recent repair history/treatment/test data:
Date last serviced: Reason: Borehole Diam
SWL: PWL: GPM: PSI:
DD: Specific Capacity: Duration:
Last treated : lip -A-V) How: ) a. t_i�1• a �, �e w�l I --kr ptsawk o)
j"evhs L,11111, cir-u^1sly%; 4I yaldAb ii..I SlAn. a. 6-. C -k .rte tl� %,k4l , Bottom Screen
Form WRP0192 rev. 10198
TO borehole
2 aged L8aE5frEL08 Xd3 13rN3SU-1 dH Wdff1=01 OT0a To Inr
