HomeMy WebLinkAboutVON HOENE LT 1Onsite File
#015-494-11
Municipality of Anchorage
On -Site Water and Wastewater Section ° (907) 343-7904 Page 1 of 4
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP191157 PID Number: 015-494-11
Dwelling: X Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: X New ❑ Upgrade
Name
Matthew & Kelleigh Shea
ABSORPTION FIELD
❑ Deep Trench Wide Trench El Bed F1 Mound
Site Address
5910 Moose Meadow Lane Cir. Anchorage, AK 99516
❑Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
250-1850
4
0.8 GPD/SF
2.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
1.0 Ft.
Gravel depth beneath pipe
1.0 Ft.
Subdivision Block Lot
Von Hoene 1
Fill added above original grade
2.2/1.7 Ft.
Gravel length
2 @ 66 Ft.
Township Range Section
Gravel width
5.0 Ft.
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
750 Ft2
2
>6 Ft.
Well
>1 QQ'
>'� 00'
> 00'
N/A
>25'
TANK Septic [:1S.T.E.P. El Holding El Other
Manufacturer
Anchorage Tank
Capacity
1,250 Gal.
Surface Water
>100'
>100'
>100'
N/A
Material
Number of compartments
Lot Line
>5'
>10'
>5'
N/A
NA
Steel
2
Foundation
>10'
>10'
>10'
N/A
LIFT STATION
Manufacturer
Capacity
Remarks Trenches are insulated.
Anchorage Tank
500 Gal.
Alarm location
Garage near access door.
Electrical installed by
Owner
PIPE MATERIAL House to tank D3034 drainfield Tank to
D3034
Installer
Alaska General Industries
Drainfield D3034 CO/MTD3034
Inspector J. Williams / L. Tidwell
BENCH MARK (Assumed elevation) 100 ft
Inspection 15' 6/4/19 7/17/19
Location and description
2nd
3'tl 7/18/19 4'h
Bottom of siding @ point B.
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval: Date
��'�P,.•••"""10
�49th
.....:: ................... .... ..a.....
0.uun.unmm..n......un.....m. a.,� a
0�n MICHAEL E. ANDERSON t�
'.° NO. CE -4381 �,�\���
Septic System�a
Approved Co_�A
Date
4%.. m, 12/3/19 ,,.•� ��
...
Note: this approval does not include well permit requirements.
p•••........
�44rsPROFESS\
(Rev 05/02/18)
// // // // // // // // // // // // // // // // // // // // // // // // ALTERNATE SITE:
CATEGORY III SYSTEM w/30' LONG x 5'
WIDE x 1' EFF. DEPTH ABSORPTION
TRENCH APP. RATE 5 GPD/SF.
100500
FEET
1"=50'
2-66' LONG x 5' WIDEx 1'
EFFECTIVE DEPTH
ABSORPTION TRENCHES.
4-BDRM HOME
1,250-GALLON
SEPTIC TANK
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
PT - PERCOLATION TEST
LEGEND
TH#1
PERMIT # OSP191157 PID # 015-494-11
VON HOENE, LOT 1
A B
FCO 19.0
CO 28.9
SV1 32.8
A
B
SV2 39.6
SV3 42.4
MH 44.4
MT1 44.0
73.3
75.5
76.8
80.1
81.6
82.8
102.2
12/3/19
WOOD FENCE APPROX
ON PROPERTY LINE
MOOSE MEADOW LANE
10' UTILITY EASEMENT
WOOD FENCE
FCO
SV1
SV2
MH MT1
TH#2
EXISTING WELL
EXISTING WELL
500-GALLON
LIFT STATION
TOE OF 3:1
SLOPE
MT3
MT4
MT2
MT2 57.9
MT3 92.9
MT4 101.5
114.0
80.0
96.3
PLAN AS-BUILT
CO
SV3
PT#3
PROFILE AS-BUILT
(NO SCALE)
95.1
90.8
95.7
99.7FCOSV SV1250 GAL
SEPTIC TANK
12/18/19
PERMIT # OSP191157 PID # 015-494-11
VON HOENE, LOT 1
COMH100.7 FINISH GRADEMT MTMTMT66'
97.197.1
66'
96.596.5
GROUNDWATER @ 92.6 6/5/19
85.1
GROUNDWATER @ 92.0 6/5/19
84.5
98.5 ORIGINAL GRADE 2" INSULATION
DRAINFIELD ROCK
DRAINFIELD ROCK SV500 GAL
S.T.E.P. TANK
NORTH TRENCH
NOTE:
CO#2 DESIGN APPROVED BASED ON 4.5' SEPARATION TO
SEASONAL HIGH GROUND WATER. WATER MONITORING
WAS COMPLETED LESS THAN ONE WEEK AFTER THE
ASSUMED HIGH GROUND WATER PERIOD.
100.8 FINISH GRADE 99.1 ORIGINAL GRADE 2" INSULATION
SOUTH TRENCH
97.5 97.5
98.1 98.1
95.1
90.294.95
99.1
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
PERK TEST #3
SLOPE
SLOPE
SITE PLAN
See Site Plan
DATE READING GROSS TIME(minutes)NET TIME(minutes)
DEPTH toWATER NET DROP
TEST HOLE PRESOAKED PRIOR TO TESTING:
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
VON HOENE LOT 1
7/17/2019
L. TIDWELL
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?
2.1 6
2 3
015-494-11
MATTHEW SHEA
3:36 / 3:46
7/17/19
1
2
3
10 5 0
16 - 9 15
16 4 15
163:47 / 3:57
3:59 / 4:09
Professional Engineers Stamp:
11/21/19
10 5 0
16 - 9 13
16 4 13
16
10 5 0
16 - 10 0
16 5 0
16
4
5
6
4:10 / 4:20
4:21 / 4:31
4:32 / 4:42
10
10
10 5 0
16 - 9 12
16
5 0
16 - 9 12
16
5 0
16 - 9 11
16
4 12
16
4 11
16
4 12
16
11— K
Permit Number: OSP191157 Date of Issue: 5/9/19
Date Started: 6/5/19 Date Completed: 6/11/19 Is well located at approved permit Iocation? U ices U No
L,eaal Description: Von Hoene Lotl G:2638
Property Owner Dame & Address: Shea Matthew & Kelleigh
Borehole Data: Depth (ft)
Soil Type; Thickness & Water Strata From To
stickup
0
2
silt &gravel
silty hardpan _ —1-20-1
2—T--12
Stopped 195 feet
ISO
a n. -4e ""VCta-^ c_ ::rksti4i'iCs%3- . 5-r;Jneg;
150
l
cl. Lo Elmore ZGGf'
f
?.O. 30:. 1956-0 : nchor c_oa, 99-170
Mark Begleh
Mayor
_.
gravel w/ little H2O
WsH Log
11— K
Permit Number: OSP191157 Date of Issue: 5/9/19
Date Started: 6/5/19 Date Completed: 6/11/19 Is well located at approved permit Iocation? U ices U No
L,eaal Description: Von Hoene Lotl G:2638
Property Owner Dame & Address: Shea Matthew & Kelleigh
Borehole Data: Depth (ft)
Soil Type; Thickness & Water Strata From To
stickup
0
2
silt &gravel
silty hardpan _ —1-20-1
2—T--12
Stopped 195 feet
ISO
silty sand
150
1SS
moist silty sand
ISS
162
wet gravel
162
190
gravel w/ little H2O
190
195
moist sand & gravel
gravel w% little H2O
195
220
220
225
Water Sample Results:
Arsenic: .7<0f0ug/L tLJ' j 19
Nitrates: tJD mg/L.
Total Coliform Bacteria: l colonies/100mL
.Qtl�er�acteFia=----eoIh180nrL'
Method of Drilling W air rotary Lj cable tool
Casing type: steel
Wall Thick--uess: .2S0 inches
Diameter:. 6 inches Depth: 225 . feet
Liner Type:
Diameter- inches Depth: feet
Casing stickup above ground.- 2 feet
Static water level (from ground level): 180 feet
Pumping level:_ feet after
hours pumping gpm
Recovery hate: 3 gpm
Method of Testina: airlift
Well Intake Opening hype:
(x Open End M Open Holc
❑ Screened Start 190 feet
Stopped 195 feet
Mx Perforations Start _ .__ _ . feet
Stopped feet
Grout'l ype: Bentonite
i%olume:granules
Depth: 20' Start 0 feet
Stopped 20 _ feet
Pump= intake Depth 218 feet
Pump size 3/4 hp Brand Name SQE Grundfos
Well (Disinfected Upon Completion? [xI Yes FI leo
Methed of Disinfection: chlorine tablets
Comments:
Well %Driller- Hefty Drilling, Inc.
3540 Akula Dr.
Anchorage, AI(99516
Attention: The well driller shall provide a well log to DSD within 30 days of completion.
Building —q,,ckg ,V bivisiw
�i G g G
7
On -Si -,"e wccfep a3 °1iVes`gevia`ae `PU'ag�" 14 o ' �<
o
4700 Elmore Road
P.O. Box 196650 s
Marl(Begich anchorage, A1(0,9507
Mayor VAVL'JJ- uni.ora; onsi e
(907)343-7904
Pump Installation Log
Well Drilling Permit Number: 1l 7 7 Date of Issue:_ ^ I I
Parcel Identification Number:
Legal Description j !D� yyl o e n{ L 1
V i
�'.263B
Property Owner Name & Address:
its 4�- (,fie I1 e iy
Pump Installation Date:
Pump Intake Depth Below Top of Well Casing: feet
Pump Manufacturer's Name:
Pump Model: S S �c� 0 7 — ZOO
Pump Size 7 ) hp
Pitless Adapter Burial Depth: 8 feet
Pitless Adapter Manufacturer's Name: c, /3-10
Pitless Adapter Installer: l'`z'"g�Ii 1l t s�
Well Disinfected Upon Completion? rkYes n No
Method of Disinfection:99�{
U1JdV, X- \
Comments:
Pump Installer Name�qlrl ICI �9EEi, j / 2nc.
PO. Bvx112130
A=h0m9e, AK99511
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
Municipality of Anchorage
Community Development Department
On -Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http:/Iwww.muni.org/onsite • (907) 343-7904
Well Decommissioning Log
Subdivision
T R Section Lot
Block Lot I
On-site Water & Wastewater Program certified contractor performing the well decommissioning:
Name: �'
�,kj, V� Signature:
�N T+ ' B�A995�
Company:
Well decommissioning date _ � Method of decommissioning: AMC 15 5.060LI a. ❑ b. ❑ C.
Location: Use the space below to provide a drawing of the property showing the following items;
• North arrow
• Decommissioned well,
• Other water wells on the property,
• Two separate swing -tie distances for each well shown on the drawing,
Note: The swing -tie distances shall be measured from either permanent structures or the property comers.
0
M
MOOSE MEADOW LANE
N 89 55'50 - E 165.01(REC)
A/ RA 'Al' 2R" IA/ 19S2n / AAFA C)
0
M
FND. NO. 5 REBAR
OF At
49 1H -
S; 6
U
s SHANE A. HOLT/
LS-6914
4^
a o
4�a n'l°fessions\ Ls��
GRID 2638
THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY
CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS; AND IS
NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FEN CELINES.
EASEMENTS OF RECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT ARE NOT SHOWN
HEREON ( UNLESS INDICATED)
NOTE= FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE
PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS.
ANY PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE.
SET OPC ON NO. 5 REBAR
ASBUILT SURVEY 1" = 30'
FINAL STRUCTUREASBUILT
I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY
OF THE FOLLOWING DESCRIBED PROPERTY
LOTI VON HOENESUB. (PLA T82-268)
ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE
VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN
THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS
EXIST OTHER THAN NOTED.
nATED AT ANCHORAGE,ALASKA THIS 4TH DAY OF
DECEA11SER , 2019
14010, FB 195199-1201-78
HOLT LAND SURVEYING
9309 GROVER DRIVE
ANCHORAGE, AK 99507
345-5513
MUNICIPALITY OF ANCHORAGE
On -Site Water. & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP191157
Work Type: WellSeptic Initial
Tax Code Number: 01549411000
Site Legal Address: VON HOENE LT 1 G:2638
Site Mailing Address:
Owner: SHEA MATTHEW & KELLEIGH
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
5/9/2019
5/8/2020
49312
Q Disposal Field L1 Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage
All construction shall 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 shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Cd # : W e l � n�,o ale bec se a.'A � rod
1 165q1i
nfnr m
°l t,�o� 0.� � e�� 51 �i�e, Need
C0� 2 6 ► 2 ) �1 ��c a�t.o � n � i Seol � f° �'�'°
/ s
Received By:
Issued By:
Date: 1
Date: JC t
.19
T
�l»ent
Is,
G
�
ri
g0
;2
t)Nl)a l't1UCIlC
Lot Size in Sq Ft:
Total Bedrooms:
5/9/2019
5/8/2020
49312
Q Disposal Field L1 Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage
All construction shall 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 shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Cd # : W e l � n�,o ale bec se a.'A � rod
1 165q1i
nfnr m
°l t,�o� 0.� � e�� 51 �i�e, Need
C0� 2 6 ► 2 ) �1 ��c a�t.o � n � i Seol � f° �'�'°
/ s
Received By:
Issued By:
Date: 1
Date: JC t
.19
MUNICIPALITY OF ANCHORAGE
xA77
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 015-494-11
Property owner(s) Matthew & Kelleigh Shea Day phone
Mailing address 13371 Seacloud Circle Anchorage, AK 99516
Site address NHN Moose Meadow Lane Anchorage, AK
Legal description (Sub'd., Block & Lot) Von Hoene, Lot 1
Legal description (Township, Range & Section)
Lot Size 49,312 Sq. Ft. Number of Bedrooms Four (4)
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑X
Initial 0
Single Family (SF)
❑X
(w/wo ADU)
Septic Tank
❑X
Upgrade ❑
Duplex
❑
(D)
Holding Tank
❑
Renewal ❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
Water Storage
❑
THIS APPLICATION INCLUDES
A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: go�6
Date of Payment: q f 36 /%9
Receipt Number: 691a1-11-7)
Permit No. —,Q 5PIq /157
Permit App_::- : :-'.,:c
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
d
May 9, 2019
MOA Development Services Dept, On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Von Hoene, Lot 1 — NHN Moose Meadow Lane
Septic System Design
Dear On -Site Services Engineer:
Municipality of Anchorage
Onsite Water and Wastewater
REVIEWED FOR CODE COMPUANCI
OSP191157, Rebecca Carroll, 05109/1
The owner of the above lot intends to build a 4 -bedroom home on the property. We are
submitting this permit application for the construction of a new well and septic system. The
attached site plan identifies the location of the home and the proposed well, septic location and
alternate site. No conflicts exist betweenthis proposed system and any other well or septic
system on this lot or adjacent lots.
The ground surface on the lot slopes gently to the northwest at grades approximating 10%. There
are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site:
Topographic surface contours are shown on the site plan indicating the grade and direction of
flow. Stormwater drainage will not impact this septic system. The new trench will be constructed
parallel to the slope as much as possible.
Wells on this and adjacent lots are shown. The new system will be a miniinum of 100' from all
wells and surface water, and more than 5' away from the septic tank.
Please refer to the attached test hole logs and plan and profile sheets for the septic design. If this
design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Michael E. Anderson, PE
®�%�- 0`� -"11.6
ris
�,.•
49th
T 41ICH 7E . MR50N............
• b
tc
'. No. CE -4381
F,p°•.,,°5/9/19 •k���
4® rj fRGFESS� �®���
UNSUBDMDED
i
i
WOOD FENCE APPROX
ON PROPERTY LINE
® CA
I
1 EXISTING WELL
a
ENGINEERING
VON HOENE, LOT 1
MOOSE MEADgVV LANE
/
I
PROPOSED WELL
I%
LOT 1 /
/
\ 1,250 -GALLON
,,SEPTIC TANK TH1
\ sv
\ sv
500-GALL6N_ ----------
LIFT STATIOfa
MT M1
TOE OF 3:1 ---'----------
SLOPE MT TH2
ALTERNATE ITE:
ORY III SYSTEM w/30' LON x 5'
x V EFF. DEPTH ABSORPtFION
TRENCH APP. RATE 5 GPP/SF.
WQOD FENCE
10' UTILITYIASEMENT
II
NOTE:
NO SLOPES >25% WITHIN 50' ORSURFACE WATER WITHIN 100' OF THE
PROPOSED SEPTIC SYSTEM
ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS
PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC
SYSTEMS.
0 50 100
ilE ME FEET
1 "=50'
co #z
LOT 2
VACANT
NOTE:
GROUND SURFACE IS FLAT IN
THE AREA OF THE PROPOSED
ABSORPTION TRENCHES.
2-66' LONG x 5' WIDEx 1'
EFFECTIVE DEPTH
ABSORPTION TRENCHES.
6' SEPARATION FROM
SIDEWALL TO SIDEWALL.
LEGEND
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
[���|/��J���T����'
����~�.��." FACTORS:
. ��. ^�'.
G0UGPD PEAK FLOW
PERK RATE: 6-15 MIN/IN
APPLICATION RATE:.8GPD/SF
�K8���(�U1���yN�0T�'
~^ . ~^ . `-.°. REQUIREMENTS:
~^-=^_.~ . ~�.
E7VNDETRENCH SYSTEM
1.25O-GALSEPTIC TANK
50OGALLON ADD {)NLIFT STATION
GOOGPD /.8GPD/SF /5'VNDE°87RED. FACTOR =130.5LFTRENCH REQUIRED (132LFSPECIFIED)
BOTTOM DFTRENCH: Z8ELOVVGRADE
FLOW LINE ELEVATION: 1'BELOVVGRADE
TOP OFTRENCH: 2.5'ABOVEGRADE
4^TOPSOIL &REVEGATATE
MOUND AREA
51
TYPICAL TRENCUSECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TODRAIN AWAY
2. PROVIDE 3'[}FCOVER OVER TRENCHES AND 4'OVERSEPTIC TANK, OR2'
WITH 2'DFINSULATION
3. CHECK GROUNDWATER ATTIME OFCONSTRUCTION. |FLEVEL |SHIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
|C
JG
*E N G I N E E R I N G
j.- `Ipi�i
w
MICHAEL E. ANDERSON
DEPTI I
(feet)
1-
2-
3 -
4-
5-
6
7-
8-
9-
1 Q-
11-
12-
13-
14-
15-
16-
17-
18-
19-
�.•
SOILS LOG AND PERCOLATION TEST= 49th
m ..
..:. .. .
N E N G I N E E R I N G eD nnn.t.nn.........................
% g t MICHAEL E. ANDERSON
®����'•., NO. CE -4381
LEGAL DESCRIPTION: VON H O E N E LOT 1®��F f; 6112/19
PERFORMED FOR: MATTHEW SHEA �®4tftFESS\0P�
DATE: 3/11/2019 PROJECT No.: �llvj%'®�®iv®
PARCEL ID#: 015-494-11 TECHNICIAN: J. WILLIAMS Professional Engineers Stan
TEST HOLE 1
1 — i rrrrrrrn
11 OB
2 '
• f• . .
SANDY SILTY GRAVEL
GM
•'
' WAS GROUND WATER ENCOUNTERED? NO
IF YES a WHAT DEPTH? - L
DEPTH OF WATER AFTER MONITORING: 7'
f DATE OF MONITORING: 6/5/19
E
COMMENTS:
0
SITE PLAN
SEE SITE PLAN
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
3/11
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
11:45/12:15
30
0-581
5811
2
12:18/12:48
30
0-51611
5 511
3
12:49/13:19
30
0-5611
5161
PERCOLATION RATE: 5.6 (MIN/INCH) PERC. HOLE DIA.—§ --(INCHES)
TEST RUN BETWEEN: 5 FT. and 6 FT.
DEPTH
(feet)
1 -
2 -
3 -
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
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SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: VON HOENE LOT I
PERFORMED FOR: MATTHEW SHEA
DATE: 3/11/2019 PROJECT No.:
PARCELID#: 015 -494 -II TECHNICIAN: J. WILLIAMS
TEST HOLE 2
1' OB
SANDY SILTY GRAVEL
i
GM
SLOPE
SITE PLAN
SEE SITE PLAN
'
READING
WAS GROUND WATER ENCOUNTERED? NO
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
IF YES n WHAT DEPTH? -
L
1
12:07/12:37
DEPTH OF WATER AFTER MONITORING: 6.5'
0
5$"
2
DATE OF MONITORING: 6/5/19
P
0-5 16"
�.
3
E
30
COMMENTS:
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
3/11
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
12:07/12:37
30
0-58'
5$"
2
12:39 / 13:09
30
0-5 16"
516 "
3
13:10/13:40
30
0-516'
516"
PERCOLATION RATE: 5.9 (MIN/INCH) PERC. HOLE DIA.—.6 (INCHES)
TEST RUN BETWEEN: 5 FT. and 6 FT.