HomeMy WebLinkAboutDUHILL LT 3buhl'oll
Lot 3
#050 - 772 - 13
On -Site Wastewater Disposal System Permit
Permit Number: OSP151105
Tax Code Number: 05077213000
Work Type: Septic
Permit Effective Dates: May 14, 2015
Design Engineer: C & M Engineering
Subdivision: DUHILL
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
Upgrade
to May 13, 2016
Site Legal Address: DUHILL LT 3 G:0804
Owner/Address: JENT ROBERT LEE
2858 MISTY MOUNTAIN RD EAGLE RIVER AK 995770000
Site Mailing Address: 2858 MISTY MOUNTAIN RD, Eagle River
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy
Lot Size in Sq Ft: 44507
Total Bedrooms: 3
N 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
Issued By.
MUNICIPALITY OF ANCHORAGE
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. o5e' 7 7,2 - 1 ?j
Property owner(s) R96€R' 7—ki Day phone 1-140-74y1
Mailing address gjtiS f'S X /"[ % AIS
Site address
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section)
Number of Bedrooms :_
Lot Size �Sq. Ft.
APPLICATION IS FOR:
(® all that apply)
Absorption Field
ZI
Septic Tank
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
"7
APPLICATION IS AN:
Initial
❑
Upgrade
Renewal
❑
TYPE OF DWELLING:
Single Family (SF) t57
(w/wo ADU)
Duplex (D), ❑
Multiple Dwellings ❑
(SF and/or D)
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.
nature of property owner or authorized agent)
Permit/Rush Fees: W•41:111 Waiver Fees:
Date of Payment: S Date of Payment:
Receipt Number: 0M415 Receipt Number:
Permit No. 0.S1 i 5 (10 5 Waiver No. TN I�
MAY 0 4 2015
Permit App_9-1-12.doc ANDREW EARP
C&M ENGINEERING SERVICES
Ph: 907-8545558
Municipality of Anchorage
Onsite Water & Wastewater Program
4700 Elmore Rd Anchorage, Ak 99507
RE: Proposed Septic System Replacement for Duhil Lot
Dear Reviewer,
The above referenced property is currently served by an older 3 bedroom septic system. The original
timber crib has partially collapsed and is no longer suitable to provide wastewater disposal for the
residence. Additionally, the existing septic tank is within the 100' well radius.
We are requesting a permit to replace the septic tank and leachfiedl.
The proposed design will utilize the lower portion of the lot, near the existing driveway. An new tank and
leach field will be installed. The soils on the lot are excellent free draining sands with some gravel and
cobbles.
Installation of the proposed system will not negatively impact adjacent lots or State park lands. Drainage
is not a major consideration in this design due to the free draining soils, and the size of the lots.
Included with this letter is a permit application, plans, specifications, and calculations.
Thank you for your time in reviewing this permit request. Please do not hesitate to contact me at 907-854-
5558 or by email cobalzarini(a)gmail.com with any questions or concerns.
Sincerely,
C le Balzarini, PE
C&M ENGINEERING SERVICES
Ph: 907-854-5558
SPECIFICATIONS FOR ONSITE SEPTIC SYSTEM - MOA CERTIFIED INSTALLER
LEGAL: Duhil Lot
April, 2014
A. GENERAL
1. The septic design is for a 3 bedroom, single family residence only.
2. The site plan and drawings shall be a part of this specification.
3. The Wastewater system shall be installed by a certified installer in accordance with
moa requirements. All materials and workmanship shall meet the Anchorage
Department of Health and State Department of Environmental Conservation
requirements.
4. All soil tests are advisory to the design and are to be verified or modified in the field
by the engineer.
CA
5. All excavations and depths are advisory and are to be verified in the field by the
contractor to meet Municipality of Anchorage, Department of Environment of
Conservation requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements and
to locate any adjacent multi -family wells. A licensed surveyor should locate all
nearby lot lines, easements, exact 100' radius from the existing and neighboring on-
site wells, and any nearby surface water.
7. The excavation is to be exactly in the area shown on the site plan, any deviation
requires engineer approval.
8. Any remaining open test hole excavations shall be filled and monitor tube removed,
after construction of the Drainfield.
9. The contractor shall provide the engineer with adequate notice to perform
inspections.
10. Insulate the sewer line where it passes under the driveway, with a minimum of 2"
extruded board insulation, rated for burial, and on the moa approved list.
B. SEPTIC TANK
1. Septic tank shall be a fiberglass or steel, 1000 -gallon tank capacity of MOA
approved construction. Installed to meet MOA requirements.
2. Install a foundation cleanout within 5' of the foundation.
3. Install 2 after tank cleanouts between the tank and drain field.
4. A combination of soil and 2" minimum of insulation shall be placed over the tank, to
prevent ponding and promote drainage. The insulation shall be rated for burial and
meet moa requirements.
C. DRAINFIELD
1. The Drainfield is to be located as shown on the site plan. Notify Engineer of any
changed site conditions.
2. The total depth of the initial drainfield excavation is to be at maximum 6' deep
Bottom of excavation shall be level +/- 1.5" max. If bedrock or inconsistent soils are
encountered, notify the engineer immediately.
3. In the event of over -excavation, a moa filter sand shall be used to maintain the 6'
separation distance from the bottom of each trench to the bottom of the test
hole(s).The top of the sand layer shall be level, plus or minus 1.5", and raked, prior
to placing sewer rock. Care shall be taken to not compact the sand.
4. A 48 inch effective layer of sewer rock is to be placed in the each trench. The
effluent piping is to be set on top of this layer and buried within the gravel layer with
2" of sewer rock cover over the piping.
5. The Distribution pipe shall be 4" perforated pvc pipe conforming to ASTM D3034.
6. The complete Drainfield gravel and piping is to be covered with a geotextile filter
fabric.
7. Soil or combination of soil and extruded board insulation to a depth of 3' or
equivalent is to be placed over the drainfield. Mounded side slopes shall not to
exceed 3:1. The minimum insulation thickness shall be 2". Insulation shall be moa
approved and rated for burial.
8. The septic tank and leachfield must not be closer than 100' to any existing private
well, 150' to any Class "C" well, or 200' to any community well.
9.
Design Summary:
Excavation Depth: 6'
Drainfield Length: 40'
Gravel Depth: 4.0' under distribution pipe, 2" over
pipe.
IO]►'�.711 in-nCATArGR W11
Soil Rating: 1.2 gpd/sgft System Capacity: 3 Bedrooms
C&M ENGINEERING SERVICES
907-854-5558
Septic Design Calculations
Residence: Duhil Lot
advantex
wm
_
number of bedrooms 3
br
Water usage/bedroom 150
gpd/br
Water Usage 450
gpd
Percolation Rate 2.5
min/inch
Test Hole Depth 12.5
ft bgs
system type:
advantex
type:
shallow trench
Application Rate
1.2
gpd/sqft
required absorption area
375
sqft
trench width (W)
5
ft
gravel depth (D)
4
ft below distribution pipe
Shallow trench factor
0.50
(W+2)/(W+1+2D)
(Shallow trench factor * Required
Min Required Length: 38 ft absorption area /W)
Total Depth: 6 ft
Cover: 2 ft min
Insulation: 2" blueboard
Use Length: 40 ft ok
Effluent Pipe: 4" ASTM 3034
System type: Conventional
Tank: 1000 gal steel or fiberglass
Drainfield: 5'x40'x4' shallow trench
Calc By: CGB Date: 4/25/2015
.............
•RLES G BALZARINf
/ CHUGACHSTATE PARK LAND�ll�'pROFES OO\ -.s
\ \ / NEIGHBOR'S J 1 \
10R WELL
\ RADIUS 1
o `� 1
LOT \
\ EXISTING WELL \m?'(� LOT 1
\ \ 3 O y
HOMEBACKFIL \ T
EXISTING CRIB \ RE -CONFIGURE �F((
AND ABANDr_lei\ PLUMBING
IN PLACE \ RAISED IN HOME SUS
\ \ DECK \ \
NEW FOUNDATION
CLEANOUT / \
LOT \ \ INSULATE IVE
(UNDEVELOPED) \ UNDER"EXTRUV
\ RIVEWAV BOAR IN LAUON \
BOARD INSULATION
PUMP AND ABANDON EXISTING \ \ CLEANOUT \/
TANK PER MOA REQUIREMENTS \ (FACING HOUSE) /y
s 1000 GAL /
\ _ _ SEPTIC TANK
A'PiL DOUBLE CLEANOUTS
9 �
O
\ 9CC TH 1 /
Fs
\ S 5'xTH W EFFE TI
WITH R ROG, I E
SEWER ROCK. URVE
LEGEND ��? T MATCH CONTOURS
Q CLEANOUT \ \ ^y\° \ ^o\ �O'f�L/Yt%N
/ 2
• MONITOR TUBE
® TEST HOLE
C
0.5% SLOPE INDICATOR
�\ o
NOTES:
1. THE PROPOSED SEPTIC SYSTEM IS GREATER THAN:
100' FROM ANY PRIVATE WELLS
200'FROM ANY PUBLIC WELLS
/ �if/1fs1
100' FROM ANY SURFACE WATER /
50' FROM ANY STEEP SLOPES / NOTES
10' TO ANY PROPERTY LINE OR FOUNDATION
5' TO ANY TEST HOLES / 1. CONTRACTOR SHALL SURVEY ALL EASEMENTS, WELL RADII,
AND PROPERTY LINES PRIOR TO CONSTRUCTION.
I �
C&M ENGINEERING SERVICES
907-854-5558
LEGAL DESCRIPTION: DUHIL LOT 3
OWNER: ROBERT JENT DATE: 05/01/15 1 REV: 0 1 DRAWN: CB I REF: CM -14103
SITE PLAN
OF
Municipality of Anchorage r
Development Services Department i *.� , INEEIT 49id
Building Safety Division • ......• ...
On -Site Water and Wastewater Program 00
..., ,,,,,,,.
4700 Elmore Road
P.O. Box 196650 Anchorage, AK 99507 0 m Charles G.
www.ci.anchoraoe ak us c CE.1,
Jt ••
(907) 343-7904 �,1 ("n •. SYr i
Soils Log - Percolations Test I 'eeaE.::Si°,."�
Performed For: P(96F +T 5"/7Date Performed: 0/ZQ/(S
Legal Description: �d!-tri f , Township, Range, Section:
Slope Site Plan
�~
0"/NX5
/✓s'}TyJ�TE7?J�01L
5A�r7
(2w
l2,5, 60 H
COMMENTS TP -i 55d,4 �
5
WAS GROUND WATER
n
ENCOUNTERED?
'W
IF YES, AT WHAT DEPTH?
_ 5
L
Depth to Water After
n
N/N
Monitoring?
E
E
Date:
/
Reading
Date
6a Time
z Time
Depth to Water
Net Drop
t
411 IS
o
1/: I5
(a
a 7.2
o
cf 23
6-
"fo
/0
4`;5
-f%(s
S
alx&
o
tt"W
o
PERCOLATION RATE (minutevinch)
TEST RUN BETWEEN L FT AND
Z9A }b TYS^ Lace 6
PERC HOLE DIAMETER 6
FT
PERFORMED BY: Gt �FfL 3�6Rj I CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICI GUIDELINES IN EFFECT ON THIS DATE. DATE: ��
G 4,tI Eb ANCHORAGE
rREA BOROUGH 1,'J,l It. H
3330 C Street
Department of Environmental QualityAnchorage, Alaska 99503
INSPECTION REPORT at<T: SEWAGE Di. O h_ SYSTEM
NAME O `�'4` d,f1��%itAEll� MAILING ADDRESS Sk deL 11� -__� PHONE . sf j
LOCATIONS5 `pry LEGAL DESCRIPTION 763 oe✓'�
SEPTIC TANK:
yrs' TiIgvl 57-
DISTANCE NUMBER OF
FROM WELL MANUFACTURER _ ® MATERIAL _ COMPARTMENTS_
INSIDE LENGTH
SEEPAGE PIT:
NUMBER OF PITS _
INSIDE WIDTH m LIQUID DEPTH LIQUID CAPACITY--/
,,_0_aL7_ GALLONS.
/Z- i/2- ;K`
DIAMETER OR WIDTH____, LENGTH_.., DEPTH
LINING MATERIAL CRIB SIZE: DIAMETER_ _._DEPTH DISTANCE FROM: WELL
TOTAL EFFECTIVE
BUILDING FOUNDA7IUN ®`i, NEAREST LOT LINE ABSORPTION AREA (WALL AREA) -3 36 SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE CONSTRUCTION_® ��� �%� _DEPTH _� ___ DISTANCE FROM:
BUILDING NEAREST NEAREST SEPTIC a SEEPAGE_
FOUNDATION —.__.�, LOT LINE SEWER LINE TANK +g� SYSTEM
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED REMA
DISTANCES:
INSTALLED
PIPE MATERIAL:—�7�.��a�L',
LOT SLOPE:
REMARKS:
G.A.A.B.
Alaska Land Development
454E Business Park Blvd.
Anchorage, Alaska 99503
Attention: W. Tucker.
4040 "8" STREET,
ANCHORAGE, ALASKA 99503
PHONE: 907-279-2581
March 3, 1975
Subject: Kenworthy- Rumsey Property, Eagle River, Soils
Gentlemen:
In response to your request we have reviewed the logs of the
6 test holes, cut faces and pits in the subject area.
These data indicate the soil mass to be competent free
draining sands and gravels with interspersed cobbles and
boulders. Cobble and sand layers are common to the site.
A thin, several foot, layer of silty gravel-ly-sands overlay
the site and supports vegetation.
The water table was encountered only in the well (test hole
#1) and then at 45' below grade. (It is our understanding
that water was intercepted at 119' and rose to 45' in the
drilled water well..)
The permeability of the NNS soils is very great and should
prove suitable to minimum size leaching pits. A value of 85
sq./.ft./bedroom is reasonable to these materials.
The test holes, pits and cut faces were logged by Mr. Ken-
worthy, technician of our staff.
We trust the following is sufficient and complete to your
immediate needs.
Very truly yours,
ALAS :A TES/TL B
ry
i �•.
Lab Menage
I-IR.L e rb
E'ncl..osures
GAAB-Ho-I GREATER ANCHORAGE AREA RI®
HEALTH DEPARTMENT
327 EAULE ST. ANCHORAGE, ALASKA 99501 279-2511
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
/ MAILING 7
NAME____-� ADDRESS_��f�� _tl� -PHONE
�,�J�
LOCATIONVd�a_ 121 : C3'A LEGAL DESCRIPTION
SEPTIC TANK:
® NUMBER OF
DISTANCE FROM WELL __ __MATERIAL S COMPARTMENTS
LIQUID CAPACITYLENGTH__,
LIQUID
LI
GALLONS. INSIDE LENGTH ______INSIDE WIDTH-DEPTH-
SEEPAGE
IDTH DEPTH
SEEPAGE SYSTEM:
SEEPAGE PIT:
NUMBER OF PITS OUTSIDE DIAMETEROR WIDTH_ LENGTHS, UFPTH ,
LINING MATERIAL _-_ __.._ DISTANCE FROM WFLL __!_ ® ,
_._._ _._, 7
BUILDING FOUNDATION
NEAREST LOT LINE. _ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ?: 6 / SQ. FT.
TILE DRAIN FIELD:
DISTANCE FROM WELL
NUMBER OF LINES
ABSORPTION AREA
FOUNDATION FAIREST LOT LINE_
TANCF BFTWFFN W<CS TRENCH WIDTH
_SQ. LENGTH OF EACH LINE_
TOTAL LENGTH
OF LINES
IN. TOTAL EFFECTIVE
DEPTH: TOP OF TILE O FINISH GRADE ----.-..DEPT[] OF FILTER MATERIAL BEN[TH TILE IN. ABOVE TILE
----
let
WELL: 1V®i a^y �✓ /� DI NCE FR M ! WATER
TYPE DEPTH ___ € BUILDING FOUNDATION. ® SAMPLE._-_� -__, NEAREST
NEAREST/ SEPTIC SEEPAGE OTHER
LOT LIN[ -__._. SEWER LINE-, ® TANK , SYSTEM ®0 ,CESSPOOL_ SOURCES
DIAGRAM OF SYSTEM
DISTANCES:
14 -7 6 .�- z7
7e ®c/qe
0-713 = :5P'
D 7c _ (0-0,
47/ {
t
���
DATE APPROVED
HEALTH AUTHORITY
NAME
LOCATION
GREAT
I RANCHORAGE
,R/'4i•i1 B • P S I _
i,
Department
'.. C Street
Anchorage, Alaska 99503
'� ►, C. i . � �� ;1� i1, \; .. � { ''" t i 'c1x' ,"_x. �, , 4": �, � � s�3 `. �� � i `., y � %i>,
MAILING ADDRESS
LEGAL DESCRIPTION_
PHONE
ItIlt" 1)
2/ it l C=
4..
SEPTIC TANK:
DISTANCENUMBER OF %
FROM WELL MANUFACTURER: / __ MATERIAL--_ COMPARTMENTS__
INSIDE LENGTH INSIDE WIDTH __.LIQUID DEPTH__ ._._LIQUID CAPACITY /C� 1 . GALLONS.
SEEPAGE PIT:
NUMBER OF PITS r DIAMETER OR WIDTH, LENGTH, DEPTH
LINING MATERIAL GC. CRIB SIZE: DIAMETER—DEPTH DISTANCE FROM: WELL
/ TOTAL EFFECTIVE
BUILDING FOUNDATION_., NEAREST LOT LINE � ABSORPTION AREA (WALL AREA) _ SQ. FT.
ADDITIONAL ABSORPTION
WELL
TYPED
-CONSTRUCTION—, ���7/ c�
EPTH DISTANCE FROM:
/ >_
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION—.—,LOT LINE—_., SEWER LINE TANK___, SYSTEM,--,,--.
CESSPOOL
APPROVED
DISTANCES:
, OTHER SOURCES
DISAPPROVED REMAR
INSTALLED BY:
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
Form No. EQ -031
f1B®P_'D6NI nr7 CVC1rCfifl
DATE
APPROVED
G.A.A.B.
me
b GREA`. R ANCHORAGE AREA t. "- `
m.
PERMIT NO. �..-----
ga9`'p g9 DEPARTMENT OF ENVIRONMENTAL QUALITY j /6ry
p 3330 "C" STREET ANCHORAGE, ALASKA 99503
Std TELEPHONE 274-4561 �`/ &)
". s
SEWAGE DISPOSAL SYSTEM APPLICATION AND PERMIT Ce
NAME OF APPLICANT
INSTALLATION LOCATION
LEGAL DESCRIPTION .�.m..._
INSTALLATION OF: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVED
— 5' �/o' /I,
A
MAILING ADDRC S — __ am u.. .. m . E ".w^
AN
In
FINANCED THROUGH. -_ TO E„ INSTALLED BY rte^ p+.-.---------
SOIL TEST RESULTS - -.--_ __—_ _..-- -.--- NOTE• THIS PERMIT IS NOT VALID WITHOUT SOUL TEST
COMPLETION DATE ANTICIPATED
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.
r✓
E
SEEPAGE AREA
MINIMUM DISTANCES, REQUIREMENT
FOUNDATION '10 SEPTIC: TANK
FOUNDATION TO SFF..PAGE PIT DRAIN FIELD _
v v LL� f
SEPTIC TANK TO SEEPAGE: PIT WALL —_-.
SEPTIC 'TANK SEEPAGE PIT
TO NEAREST LOT LINE. j
WELL TO SEPTIC TANK ��-�--_i`✓_
DRAIN FIELD -_...
WATER MAIN TO SEPTIC TANK
DRAIN FIELD .®-..—
SEEPAGE P T ----:
ALSO CONS EA WELLS.
SEEPAGE PIT
DRAIN FIELD _..
SEPTIC TANK, . SEEPAGE PIT -4—.� 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 CC -'APS. (� d
GRAVEL BACKFILL
CONFORM TO BOROUGH RE.GU ATIONS REGARDING INSTALLATION.
P j
OR
LICENSED DESIGNER
IZE TYPE
-
p Ff m
DIAGR M OF SYSTEM
I�
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIB SYSTEM IS IN ACCORDANCE WITH SAID CODE.
f
r � _ , P
DAT �,°n,,�1 APPLICANT'S SIGNATURE N- -_^`
F N(
I
I�
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIB SYSTEM IS IN ACCORDANCE WITH SAID CODE.
f
r � _ , P
DAT �,°n,,�1 APPLICANT'S SIGNATURE N- -_^`
F N(
JAME OF APP CA TJS�ejj�-
v "iMAILING ADDRESS Loqle, .'PHONE 1\10.6_�a
RESIDENCE ADDRESS !nde. Ia. le. �;,)v e4. -LOCATION OF INSTALLATION M -1f, 14� Eaq6e
&9
LEGAL DESCRIPTION ke- ae, Av QP AR
4PPLICATION TO INSTALL: SEPTIC TANK Y, SEEPAGE PIT -X, ORAIN FIELD—, OTHER
10 SERVE THE FOLLOWING FACILITY
FINANCED THR1UGHCAA6 BE INSTALLED BY
PERCOLATION TEST RESULTS 16-0 J71_zp_eW_ ANTICIPATED DATE OF COMPLETION 04 Aq- A)O 77ca
BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT
DISTANCES:
We -LL o
TA ON — 5_0
/too
f4Health Authority
I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No, 28-68 and that the
above described system is in accordance with said code.
DATE — I(Ol"19165% APPLICANTS SIGNATURR&� A
F1T1r!Tff-r!T11T7W17WV11p1U, N9
q-] eye
Test Pit #1 W.O. #
Depth in Feet
From To Soil Description
0.0' 1.5' F-1, reddish -brown, silty sand gravel with a few
cobbles, damn to dry, 4"-, GM
1.5' 20.0' NFS, brown, sandy gravel with cobbles and boulders
(cobble layer at 5.0' to 6.0'), dry to damp, 12"-,
GP
Bottom of Test Pit: 20.0'
Frost Line: Not Recorded
Free Water Level: (451)
Remarks: 1. Water well total depth 119.0'
Test Pit #2
Depth in Feet
From To Soil Description
0.01 1.0' F-1, reddish -brown, silty sandy gravel with a few
cobbles, damp, 5"-, GM
1.0' 10.0' NFS, brown, layered sand gravel with occasional
cobbles and boulders, dry to damp (cobble layer
at 4.0' to 5.0'), 24"-, GP
Bottom of Test Pit: 10.0'
Frost Line: Not Applicable
Free Water Level: None Observed
Remarks: 1. Basement excavations
VXJ
Test Pi 13 W. 0. IF
Depth in eet
From To Soil Description
0.0' 1.5' F-1, reddish --brown, silty sandy gravel, dry to
damp, 3"-, M
1.5' 14.0' NFS, brown, layered sandy gravel with cobbles and
boulders, damp, 18"_o C'P -
Bottom of Test Pit: 1.4.0'
Frost Line: None
Free Water Level: None Observed
Remarks: 1. Pit for leaching field
Test Face 44 W. 0. It
Depth in Feet
From To Soil. Description -r
0.0' 1.0' F-2, reddish -brown, silty sandy aravel, dry to
damp, 4"-, GM
1..0' 12.0' NFS, brown, layered sandy aravel with occasional
cobbles and boulders, dry to damp, GP, (includes
sand lavers)
Bottom of Test Face: 12.0'
Frost Line: Not Applicable
Free Water. Level: Hone Observed
Remarks: 1. Cut face along road
Test Face 15
W. 0. It
Depth in Feet
From To
aSoil
Description
0.0' 1.25'
F-1, reddish -brown,
silty sandy gravel,
dry to
damp, 3"-, C.M
1.25' 14.0'
NFS, brown, sandy a.r.avel
with occasional
cobbles
and boulders, sand
layers, dry to damp,
1.4"--, GP
7.1est Face 4f5 (continued)
Bottom of Test Face: 14.0'
Frost Line: h'ot Applicable
Free Water. Level: None Observed
Remarks: 1. Cut face along road
D"
WY
IJ2
WY