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N N � O Q � � Q� � H � E � � N m 3 � � a y � a � � �; , ti o tA � � �' � c � -m � O � N -� � L W �� � �� _ � d � � `� (� v � � N J i r Y� Q � � � p J s � �,; � � m ��., � �" � R .� � � � � � a w — v w t �O � o = � �a � � a°�i 3or m � � c r � v_, O � � � 'a u�i � � L � O � 0 d � U U LL 1L � > d � � LL N N ; � 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 , � ' j � ; , i � I C�,� � �� � ! cor�M�ss�o� � 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