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� Commonwealth of Massachusetts
; City/Town of
; Percolation Test �
� ° Form 12
�
� Percolation test results must be submitted wdh the Sod Sudability Assessment for On-site Sewage
' Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but
I the information must be substantially the same as that provided here. Before using this form, check with
; the local Board of Health to determine the form they use.
� Imporfant:When A. Site Information
filling out forms
on the computer, A --+ 1 A^ 'n � D� ,�^�)�
useonlythetab N . 1 f•ff1i�� rt i��
key to move your Owner Name —
� cursor-donot � ��� L��.s ��� l�
use the 2tum � �
� key Street ddress or Lot#
� �,$gMBJ�
I –I�V C��1'—� State�� Zip Code
� 3'os�PN 2. Po� � (,t7- �3z-Sz7/
Contact Person(if different from Owner) Telephone Number
'�" B. Test Results
�3 7�6 I Z;3 0
. Date Time Date Time
Observation Hole# T� �
y�d n
Depth of Perc
Start Pre-Soak
End Pre-Soak
Time at 12"
Time at 9"
Time at 6"
Time(9"-6")
Rate(Min./Inch) � Z M P�
Test Passed: � Test Passed: ❑
p Test Failed: Test Failed: ❑
T65% P{� S.. , �E�jZ.TL
Test Perfortned By:
B�2UG� Mv2.Pt�Y
Wdnessed By:
Comments:
Zy GA-L PoU2f-p Dv2�NG PI���pt�-JL
t5form12.dx•06/03 Perc Test•Page 1 ot 1
I '
j Map Unit Description:Carver coarse sand,0 to 3 percent slopes--Bamstable County, 100 Lewis Road Yardmouth,MA
Massachusetts
I �
�
Barnstable County, Massachusetts
I 252A—Carver coarse sand, 0 to 3 percent slopes
( Map Unit Setting
National map unit symbol: 98qc
� Elevation: 0 to 1,000 feet
iMean annual precipitation: 37 to 50 inches
� Mean annual air temperature: 45 to 55 degrees F
Frost-free penod.• 120 to 240 days
Farmland classification: Not prime farmland
Map Unit Composition
I Carver and similar soils: 80 percent
Minor components: 20 percent
Estimates are based on observations,descriptions,and transects ofthe
mapuniG
Description of Carver
Setting
Landfo�m: Oulwash plains
Landfortn position(two-dimensional): Summit
Landform position(three-dimensional): Tread
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loose sandy glaciofluvial deposits
Typical profie
H1-0 to 7 inches: coarse sand
H2- 7 to 17 inches: coarse sand
H3- 17 to 64 inches: coarse sand
Properties and quallties
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Excessively drained
Runoffclass: Negligible
Capacdyofthemostlim8inglayerfotransmitwater(Ksat): Veryhigh
(20.00 to 99.90 iNhr)
Depth to watertab/e: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storaqe in profile: Low(about 3.0 inches)
Interpretive groups
Land capabilify classification(imgatedJ.• None specified
Land capability dass'fiication(nonimgated): 7s
Hydrologic Soil Group: A
USD.4 Naturel Resourees Web Soil Survey 4/9/2015
'� Conservation Serviee National Cooperetive Soil Survey Page 1 of 2
�
i .
Map Unit Descnption:Carver coarse santl,0 to 3 percent slopes—Bamstable Couny, 100 Lewis Road Yardmouth,MA
Massachusetts
i '
I
I
i
' Minor Components
I
� Hinckley
� Peroent of map unrt 6 percent
� Merrimac
PerCent of map unit: 6 percent
iEastchop
IPercent oimap un�• 4 percent
Enfield
Percent of map unit: 4 percent
Data Source Information
Soil Survey Area: Bamstable County, Massachusetts
Survey Area Data: Version 11, Sep 24, 2014
� Natural Resources Web Soil Survey 4I9I2015
Conservation Service National Cooperative Soil Survey Page 2 of 2
HIGH GROUND-WATER LEVEL COMPUTATION
I '
� Date: �/Z6�IS
� Site Location: �pp �5' fZp/� n Permit: �.
: Y1�-K►�osLTr� m�-
� owner: /� TI-�OMI�S D M��D Phone: (�t]-']/9�� S�S-77I�Zg3
I
i Contrector: Phone:
Notes:
STEP i Measure depth to water table
to nearest 1/10 ft.
(depth is in feet below land surface) Date: 3 /S �f,'S� p
I mm/d /yy feet below Is
�,
� STEP 2 Using Water-Level Range Zone and Index Well ---�
; Map locate site and determine: � /���������
� A) Appropriate index well T�j���
B) Water-level range zone A
STEP 3 Using monthly "Current Water Resources
Conditions" determine current depth to water f,
level for index well. 3 S �D. $ 7 J
mm/yy _
STEP 4 Using Table of Potential Water Level Rise for ) 1 " �•� ' ������
index well (STEP 2A), current depth to water
0����� �,
level for index well (STEP 3), and water-level
zone (STEP 26) determine water-level
adjustment. (�• �j 0
STEP 5
Estimate depth to high water by subtracting the I �d� G 0
water-level adjustment (STEP 4) from �
measured depth to water level at site (STEP 1). �✓' � /
�n-. S��; � - l f�• `f.
NOTE* Tables 1-9 "Potentia) Water-Level Rise" are attached as worksheets to this file.
monthiy index well data: www.capecodcommission.org/wells.html
1
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I USGS OBSERVATION WELL DATA
� March 2015
i
To be used in conjunction with Cape Cod Commission Technical Bulletin 92-001,the
USGS procedure for estimating high groundwater levels on Cape Cod, Massachusetts.
i The following water level measurements are taken monthly and will be available the last
week of each month. The Bulletin text, forms and maps are available online at:
httn://www.caoecodcommission.om/deoartments/technicalservices/water/aroundwaterlevels
Water Level Below
Well Land Surface Datum
Barnstable 230 20.66*
Barnstable 247 23.17
Bourne 198 3237
Brewster 21 9.04
Chatham 138 22.86
Mashpee 29 730
Sandwich 252 46.82
Sandwich 253 46.89
Truro 89 10.84
Wellfleet 17 9.75
* Estimated from A1 W231
;
� :
Potential water-level rise, in feet, for
Table 8 use with index well Truro TSW-89
i WATER
; LEVEL ZONE A ZONE B ZONE C
� 10.2 0 0 0
i 10.3 0.1 0.2 0.2
� 10.4 0.2 03 0.4
I 10.5 0.3 0.5 0.6
i 10.6 0.4 0.6 0.8
lOJ 0.5 0.8 1
� 10.8 0.6 0.9 1.2
; 10.9 0J � 1.1 1.4
j 11 0.8 1.2 1.6
� 11.1 0.9 1.4 1.8
11.2 1 1.5 2
11.3 1.1 1.7 2.2
11.4 1.2 1.8 2.4
11.5 1.3 2 2.6
� 11.6 1.4 21 2.8
11.7 1.5 2.3 3
i 11.8 1.6 2.4 3.2
11.9 1.7 2.6 3.4
12 1.8 2.7 3.6
12.1 1.9 2A 3.8
12.2 2 3 4
12.3 2.1 3.2 4.2
12.4 2.2 3.3 4.4
12.5 2.3 3.5 4.6
12.6 2.4 3.6 4.8
12.7 2.5 3.8 5
12.8 2.6 3.9 5.2
12.9 2.7 4.1 5.4
13 2.8 4.2 5.6
13.1 2.9 4.4 5.8
13.2 3 4.5 6
13.3 3.1 4.7 6.2
13.4 3.2 4.8 6.4
13.5 3.3 5 6.6
13.6 3.4 5.1 6.8
13.7 3.5 5.3 7
13.8 3.6 5.4 7.2
13.9 3.7 5.6 7.4
14 3.8 5.7 7.6
14.1 3.9 5.9 7.8
14.2 4 6 8
14.3 4.1 6.2 8.2
14.4 4.2 6.3 8.4
14.5 4.3 6.5 8.6