HomeMy WebLinkAboutPIONEER ESTATES BLK 2 LT 8Pioneer Estates
Block 2
Lot 8
#057-091-14
SULLIVAN WATER WELLS
Domestic - Commercial - n.otiwlmel
Maw 5074582759
www.wfka'webnvelle em
Well Log
Permit Number: OSP 121036 Date of Issue 3/23/2012 Parcel Identification Number: 05709114000
Date Started: 41212012 Date Completed: 4/212012
Property Description PIONEER ESTATES Lot 8 Block 2
Property Owner Name & Address:
X
Is well located at approved permit location? Yes
Section: Town: Range:
BOB THOMPSON
PO BOX 671726 CHUGIAK, AK 99567
11No
260
Borehole Data: Depth
Soil Type, Thickness & Water Strata From To
Casing Stickup o 2
Sin Sand Gravel 2 25
Silt Sand Gravel W/Clay 25 35
Hardpan W/Cobbles 35 216
SIR Sand Gravel W/Boulder: 216 244
Water Sample Results:
Arsenic: p D ug/1
Method of Drilling x air rotary cable tool
Casing type:
Wall thickness 0.25 inches
Diameter 6 inches Total: 244 feet
Liner type:
Diameter inches Depth: feet
Casing stick-up above ground: 2 feet
Static Water Level(from top of casing) 208 feet
Pumping Level: feet after
1 boors pumping gpm
Recovery Rate 7 gpm
Method of Testing: Alr
Well Intake Opening Type
Xi Open End - Open Hole
Screened Start feet Stopped feet
n Perforations Start feet Stopped feet
Grout Type: Bentonite dry granular Volume: 50 Pounds
Depth 44 Start 0 feet Stopped 44 feet
Pump Intake Depth: feet
Pump size: HP brand name
Well disinfected upon Completion? N Yes _ No
Method of disinfection CHLORINE 50 PPM
Comments: WELL COMPLETED IN LOOSE FORMATION WI
LITTLE STATIC PRESSURE. WELL MAY
RECOVER FASTER THAN OBSERVED BY AIR
DEVELOPMENT.
Well Driller:
Cole Sullivan
Sullivan water wells
99567
Cn9 Wk, AK K 2
(107) 666-2759
Nitrates A, p mg/1
Total Coliform Bacteria A colonies/100mL
Odi r, ct LLIOOn_i
Attention: The property owner shall provide this log to DSD (onsite) and DNR within 30 days of completion.
Mark Begich
Mayor
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, AK 99507
www.muniaq/onsite
(907) 343-7904
Pump Installation Log
Well Drilling Permit Number: MSS" ai °3e
Parcel Identification Number:
Date of Issue: 1/a7/' ?
Legal Description
ployletst. 'S r
bo i (3*' j e -i4. ei
Property Owner Name & Address:
/308 roc en est,
/90 azig 6`71 dee ( k1"4 -
Pump Installation Date: SYS'A ?-
Pump Intake Depth Below Top of Well Casing: A 3f feet ORP
Pump Manufacturer's Name:
Pump Model: $S13 c
Pump Size d hp
Pitless Adapter Burial Depth: 3. feet
Pitless Adapter Manufacturer's Name: 0•Dia Inn) °'")
Pitless Adapter Installer: /14 •-•
S �rI'�
Well Disinfected Upon Completion? l_ -es 0 No
Method of Disinfection:
Comments:
Cc. cli-0,0
Pump Installer Name: ✓d<t_
Attention; The paw, installer shall p. o is e a trump
•
Ort -Site Water 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: OSP121036
Tax Code Number: 05709114000
Work Type: Well Initial
Permit Effective Dates: March 23, 2012
Design Engineer:
Subdivision: PIONEER ESTATES
Site Legal Address: PIONEER ESTATES BLK 2 LT 8 G:1412
to March 23, 2013
Owner/Address:
THOMPSON ROBERT H
PO BOX 671726 CHUGIAK AK 995671726
Site Mailing Address: 38253 RAYMOND AVE, Chugiak
Lot Size in Sq Ft: 103200
Total Bedrooms: 2
This permit is for the construction of:
N Disposal Field N Septic Tank 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.
Received By: 1
Issued By:
Date: 3.27- ) Z
Date:
MUNICIPALITY OF ANCHORAGE
rf;t
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
Mayor Dan Sullivan
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 057 Oct 1 I H
Property owner(s) Ro8FR-T 4. HOLLY TNC/L'WPgot.P Day phone 002. - q -t Z Co 1
Mailing address POSOX 0717&Co cwu&IAK, ALASKA 995Co7 263Site address RAYMOND AvENUE cSUGIA$-, ALAsKAA 9950, 3
Legal description (Sub'd., Block & Lot) PIONEER SSTATBs LOT 8 BLOCK 2
Legal description (Township, Range & Section)
Lot Size 105,200 Sq. Ft. Number of Bedrooms Z
THIS APPLICATION IS FOR:
(® all that apply)
Absorption Field ❑
Septic Tank 0
Holding Tank 0
Privy 0
Private Well
Water Storage 0
THIS APPLICATION IS AN:
Initial
Upgrade
Renewal
0
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
V"
fmt-
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.
(Z_.tOAMSo/`
(Signature of property owner or authorized agent)
t6Mc/L—
PermitRush Fees: -� Waiver Fees:
Date of Payment: Cr Date of Payment:
Receipt Number: 0 Receipt Number:
Permit No. Q CS p L2 t03(0 Waiver No.
G:\Buildlng\Cn Site\Fonns\CIient Forms\Permit App_010411.doc (Rev. 1/11)
LOT 2, BLOCK 2
Vacant
LOT 9, BLOCK 2
Vacant
3
twas
1 /
\ /
\\ / /
4
LOT 7, BLOCK 2
Vacant
7
RAYMOND AVENUE
AREA. MAP
SCALE 1' = 100'
sem 49th .`
n
a MICHAEL E. ANana4 ?1�
s.Na. CE -4383
SSLt
MunielpallyofAndrarage Page 2 of 3
DEVEOPMENT SERVICES DEPARTMENT
Permit Number 03P101023 4700 Enna Road Anchorage, A1C 99519 -343-7904 PID No.: 057-091-14
Mawr
®N7' xtCe
lin
°Waft NatCcepleledFrom
8rexyerAs ryas
PIONEER ESTATES SUBDIVISION
LOT 8BLOCK 2
PLAN AS BUILT
SCALE r 60'
w) t L NO -r- I NS` NI -LL P WELL. CG OSE i GS -D Inn Ci--
Tc>P
(5S
Inspection Keport_1-1-12.doc
Municipality of Anchorage
Community Development Department Page 1 of 3
On -Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP101023
PID Number: 057-091-14 ✓❑ New ❑ Upgrade
Name: Bob Thompson
ABSORPTION FIELD
❑✓ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
Address
P.O. Box 671726
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
688-3404
3
•8 GPD/SF
9-10 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
2-3 Ft.
Gravel depth beneath pipe
7.0 Ft.
Subdivision
Block Lot
Pioneer Estates
2 8
Fill added above original grade
1-2 Ft.
Gravel length
41 Ft.
Township Range Section
Gravel width
3Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
574 Fe
One
Ft.
Well
>100'
>100'
N/A
N/A
>25'
TANK r❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage Tank
Capacity
1,000Gal.
Surface Water
>100'
>100'
N/A
N/A
Material
Number of compartments
Lot Line
>5'
>10'
N/A
N/A
Steel
Two
NA
Foundation
>5'
>10'
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
None
Noted
Gal.
Remarks
Pump on level at
in.
Pump off level at
in.
High water alarm at
in.
Pump make and model
Electrical Inspections performed by
Installer
PIPE MATERIAL House to tank D3034Tank to D3034
drainfield
Phillips Construction North
Drainfield F810 CO/MT D3034
Inspector MEA
BENCHMARK (Assumed elevation) 100.Oft
Inspectionsc
5/26/10
5/26/10
Location and description
dates: 2�d
Flat Rock at Base of Reference Tree A.
3`d 4,h
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
a 5t 4p 130e
40
Conditional Approval:
Date
9 670 7
491H e
C.oA'yonaA ADOroyaJ
bV
y�aee•e oeoe as
/%ei' on _r5_/Z9/16
�"vtled ooeoaMese ..........
104 MN30R E. ANDERSON.'
CE - 4381 °• _`�
Approved o��
�,� �e b Date 5� 2.3 13!►e�®ems®
Wo
Inspection Keport_1-1-12.doc
Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT
Permit Number: OSP101023 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904
100' Surface Water Setback
B
RAYMOND AVENUE
PIONEER ESTATES SUBDIVISION
LOT 8, BLOCK 2
103,200 S.F.
PLAN AS BUILT
SCALE 1' = 60'
Page 2 of 3
PID No 057-091-14
................ fA,4�*
•
:4
49th ` �
1R•
•` MICHAEL E. ANDERSON
•• vIS. NO. CE -4381
Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT
4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904
On -Site Wastewater Disposal System or Well Inspection Report
Permit Number: OSP101023 PID No. 057-091-14
Page 3 of 3
y
96.8
N EN
Co UU
Finished
92.8
Finished Grade
92.2
,000 Gallon
Septic Tank
92.05
95.8
92.0
93.3 0
Existing Grade
89.5
Geotextile Fabric
82.5 —�
Drainfield Rock
76.0
No Groundwater
41' (Trench Length)
PROFILE AS -BUILT
No Scale
�� PSE.........
.4?
49th
i
MICHAEL E. ANDERSON =�
•r`'�+: No. CE -4381
89.5
it 5E, •p/S
ASBUILT
,v,SP ss 1-7° 1W
.e-B.uG1
A --AP ao�E zsB.00
SEWARD
1 HEREBY CERTIFY THAT I HAVE SURVEYED THE
FOLLOWING DESCRIBED PROPERTY:
/7/oo,VErA7 S W7 J— C.07 -a?,
€S( 2
AND THAT NO ENCROACHMENTS EXISEXCEPT AS
INDICATED. IT 1S THE RESPONSIBILITY OF THE
OWNER TO DETERMINE THE EXISTENCE OF ANY
EASEMENTS, COVENANTS, OR RESTRICTIONS
WHICH DO NOT APPEAR ON THE RECORDED SUBDI-
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD
ANY DATA HEREON BE USED FOR CONSTRUCTION
OF FENCE LINES, OR FOR ESTABLISHING BOUND-
ARY LINES.
SCALE
DATE
723'
& ASSOCIATES LAND SURVEYING 694-0829
GRID:
F82
/29 -
DRAWN:
freSt* 1121 7 la II
CIN tfr
.
r
t
0I�t Dena Merk Seward . L Y
'S
Ls-7(8 . ,that
444
ol)i% e SkF. Lage•.r
R 7►l4"e
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: OSP101023
Tax Code Number: 05709114000
Work Type: WellSeptic Initial
Permit Effective Dates: May 25, 2010
to May 25, 2011
Design Engineer: ANDERSON ENGINEERING
Subdivision: PIONEER ESTATES
Site Legal Address: PIONEER ESTATES BLK 2 LT 8 G:1412
Owner/Address:
BOZE KEN
PO BOX 771886 EAGLE RIVER AK 995771886
Site Mailing Address:
2 -1
Lot Size in Sq Ft: 103200
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage
AH 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.
Received By:„ E a
Issued By: it -7” " t/(�%)
Date:
Date: --S/
S/O
0.W/0 4'z3
Parcel LD. 057-091-14
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
www.muni.org/onsite
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Property owner(s) Ken Boze
Mailing address P.O. Box 771886 Eagle River, AK
Site address Raymond Avenue Chugiak, AK
Day phone 248-31388
Zip Code 99577
Zip Code 99567
Legal description (Sub'd., Block & Lot) Lot 8, Block 2, Pioneer Estates Subdivision
Legal description (Township, Range & Section)
Lot Size 103,200 Sq. Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
Septic Tank
Holding Tank
Privy
Private Well
Water Storage
Number of Bedrooms Three (3)
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:
Date of Payment:
Receipt Number:
(Rev. 11/05)
7 30 Waiver Fees:
/ 2 " / 0 Date of Payment:
Q
Sq y c7 Receipt Number:
INEERING
). BOX 240773
ANCHORAGE, AK 99624
22-7773 677-7766 (FAX)
May 9, 2010
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 8, Block 2, Pioneer Estates Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owner of Lot 8, Block 2, Pioneer Estates Subdivision intends to construct a new
three-bedroom home on the lot. We are therefore requesting a permit be issued for the
construction of a new well and septic system to accommodate the home. The attached
Site Plan and backup documentation identify the location and configuration of the new
well and the proposed septic system along with the alternate site. Also identified on the
plans are the existing wells in the area and septic systems on surrounding lots. The lot
is large with 103,200 square feet and no conflicts exist between the proposed septic
system and well or septic systems and wells on adjacent Tots. Drainage arrows are
shown on the site plan showing the grade and direction of flow on the lot. The drainage
pattern will not be changed as a result of this project.
The test holes placed on the lot in the area of the absorption trench and alternate site
indicate poorly graded sand with gravel and silt (SM). The percolation rate of the soil
was determined to be 6-8 minutes per inch. No groundwater was found during the
placement of the test holes and none was noted during the monitoring period. An
application rate of .8 gallons per day per square foot was used in the design of the
absorption system. We are proposing to place a new 1,000 -gallon septic tank and a 41'
long by 3' wide by 7' effective depth absorption trench to treat and dispose of the
effluent generated in the house. The elevation of the distribution line in the absorption
trench will be 3' below the surface and the total depth will be 10'. A minimum of 3' of fill
or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the
septic tank.
The ground surface on the lot in the area of the septic system slopes to the southwest
Lot 8, Block 2, Pioneer Estates Subdivision
May 9, 2010
Page Two
at a 10% grade. The new trenches will be constructed parallel with the slope as much
as possible in conformance with Municipal requirements. Surface water is found in the
south and north boundaries of the lot. The new septic system will be constructed a
minimum of 100' from all wells and any surface water.
If the system is constructed in accordance with our design the following statements
apply:
1. The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
2. The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
Michael E. Anderson, P.E.
Attachments
49tH
*♦♦
MICHAEL E. ANDERSON
♦ if..
NO . CL --4381
♦ T 1 •• C
LOT 2, BLOCK 2
Vacant
\ /
\ i
0
3
2
/<
cC3q-----
\
\ /
\\
oExIdIrg�
4
(./K/
P\
LOT 9, BLOCK 2
Vacant
i IrT7....I
-4.-. Ire.
O \
PVacant
\
% / LOT 7, BLOCK 2
/
7
RAYMOND AVENUE
AREA MAP
•
0 MICHAEL
0jc
4.4 PSE,. .:.G "'•:`9
49th ��
�-e-�
E. ANDERSON ;' •j
= No, CE-4381 St
SCALE 1' = 100'
•.... pF ESS .nqb. .
133'
oce
Waw
Sum
PIONEER ESTATES SUBDIVISION
LOT 8, BLOCK 2
103,200 S.F.
N89'55'30'E 258.00
135'
`Note
0 1,000 Gallon / tFace
Septic Tank `��
2041' Long x3'Wide 1 �;
x 7' Effective Depth
Absorption Trench //
CO
Proposed
Home G Well
TH1
TH2
r ^�
�e °gym
100' Surface Water Setback
Surface Water
•
Gravel Drive
93'
10' T. & E. ESMT.
N89'55'30'E
1
RAYMOND AVENUE
258.00
7
7
0
0
W
S
z
100'
SITE PLAN
SCALE 1' = 60'
LOT 8, BLOCK 2, PIONEER ESTATES SUBDIVISION
DESIGN FACTORS:
Three Bedroom Home
Perc. Rate: 6-15 Min./Inch
Application Rate: .8 GPD/SF
SYSTEM REQUIREMENTS:
Deep Trench System
1,000 Gallon Septic Tank
7' Drainfield Rock
3 Bedrooms X 150 GPD/.8 GPD/SF (Application Rate) = 562.5 SF Absorption Area
562.5 SF/14 SF/LF = 40.17 LF Trench Length
THEREFORE: Construct a 41' Long x 3' Wide x 7' Effective Depth Absorption Trenches at the
Location Shown. Flow Line Elevation in Trench to be 3' Below Original Ground Surface. Total Depth
to be 10' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption
Trench. Maintain 100' Separation from Wells in the Area.
2'6"
7'0"
Natural
Backfill
Geotextile
Fabric
4" Perforated
3'
I I
PVC (Holes Down)
Drainfield Rock
TYPICAL DEEP TRENCH SECTION .....oF..��,
(NO SCALE) .�P(E........."•.
e
NOTE:
Grade Area Over Trench to Drain Away.
Minimum 6' Separation From Bedrock.
Minimum 4' Separation From Groundwat
Minimum 200' Separation From Class A
Minimum 100' Separation From Surface
49thW : j�
er. i �
Well in the Area. MICHAEL E. ANDERSON
Water or Streams.- 4%T: No. CE -4361 :44 la
DEPTH
(feet)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 ELMORE STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION:
PERFORMED FOR: KEN BOZE
DATE: 11/2/09
LOT 8, BLOCK 2, PIONEER ESTATES
PROJECT No • M0942
PARCEL ID#: TECHNICIAN: T. L. KIMBROUGH
//// OB/OG
TEST HOLE # 2
POORLY GRADED SANDY - GRAVELS
LITTLE FINES
COMMENTS.
BOH
SLOPE
WAS GROUND WATER ENCOUNTERED? No
IF YES @ WHAT DEPTH?
DEPTH OF WATER AFTER MONITORING: NONE
DATE OF MONITORING. 5/8/2010
MICHAEL E. ANDERSON ;`L5
NO. CE -4381 ' .1/4*11
�p�FESSI:64i���
Professional Engineers Stamp:
SITE PLAN
TH I
0
TH 2
0
SEE FUTURE ASBUILT
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH OF
WATER
(INCHES)
NET DROP
(INCHES)
11/2/09
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
1305
7.875
START
2
1335
30
3.75
4.125
3
1335
8.375
RC
4
1405
30
4.25
4.125
5
1405
9.125
RC
6
1435
30
5.0
4.125
PERCOLATION RATE: 7.3 (MJN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 4.5 FT. and 5.5 FT.
TEST HOLE PRE SOAKED PRIOR TO TEST
TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 5/9/2010
DEPTH
(feet)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 ELMORE STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION:
PERFORMED FOR: KEN BOZE
DATE: 11/2/09
LOT 8, BLOCK 2, PIONEER ESTATES
PROJECT No • M0942
PARCEL ID#: TECHNICIAN• T. L. KIMBROUGH
f/// OB/OG
COMMENTS -
TEST HOLE # 1
POORLY GRADED SANDY - GRAVELS
LITTLE FINES
BOH
SLOPE
WAS GROUND WATER ENCOUNTERED/ No
IF YES @ WHAT DEPTHS
DEPTH OF WATER AFTER MONITORING: NONE
DATE OF MONITORING:
5/8/2010
49th � ' •
�
i/,4 i
MICHAEL E. ANDERSON ;' .tt[tr iii
No. CE -4381 4,.., if
I •-,v - w.. •
1� ;; .......
S1 40, .
Professional Engineers Stamp:
SITE PLAN
L
TH I
0
SEE FUTURE ASBUILT
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH of
WATER
(INCHES)
NET DROP
(INCHES)
11/2/09
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
1253
8.25
START
2
1323
30
4.125
4.125
3
1323
8.625
RC
4
1353
30
4.25
4.375
5
1353
8.5
RC
6
1423
30
4.125
4.375
PERCOLATION RATE: 6.9 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 5 FT. and 6 FT.
TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 5/9/2010