The URL can be used to link to this page

Home My WebLink AboutPercolation Test Logs PERCOLATION TEST LOG Time: e IDate: , , I Map/Lot No- 00 gr2 Address: a)ia'G/ r I Engineer: A( f' 4' //?®){ Health Agent: AY/ - • — t Expansion Area: Yes: No: Suitable/Subsurface Sewage: Yes: No: - Expansion Area Tested: Yes No: Leaching Field: Pits: Trenches: I . If No, Why? Unsuitable: Why? s Well: Town Water: Subdivision/Owner's Name: t. 1. - .. _ 1 :;--„,- .2-L SKETCH �S r / r _ ri- //- Notes: 1 // AVaWater At N°---ft 7f-/ DEEP OBS RVATION HOLE LOG Depth fromSurface Soil Horizon Soil Texture Soil Color Soil Molting Other (inches) • (USDA) ( Consistency,%Grave - 4 // '�"` ! )4'J'I (1, �, V q'`,=C0 - 161,'9 491 /bifid/ el �, lL i4 11 "3 ?--. / - e / iVi - S- /()Y/)-- 0 VitY-a 71/ - 3 7'/7/---1 DEEP OBSERVATION HOLE LOG Depth fromSurface Soil Horizon Soil Texture Soil Color Soil Motang Other (inches) (USDA) (seucture stones,boulders, Consistency,%Gravel) 0.2 yefFTi — 7. r 21- i/ frit- gAr r ic: /efr ‘4 ‘01644.. /or C s I /1) P 0,41=• to/fi 2._ /- 1/i-C- - • . 4 4 5. /Dryp, //f-- 1>o d3 „ . _ ,� ► EVIG ,)o i3. 1 CEs ,,,y_ 1/4 - RYDER& WILCOX SOIL EVALUATOR FORM 3 Giddiah Hill Rd. Page 1 of 5 PO Box 439 11069 So. Orleans, MA 02662 (508) 255-8312 - L .' HEALTH DEPT. REVISED 7/11/19 No. 1,2,3 and 4 Date: 6/26/19 Commonwealth of Massachusetts Yarmouth, Massachusetts Soil Suitability Assessment for On-Site Sewage Disposal Performed By: David Quinn, Ryder& Wilcox Date: 6/26/19 Witnessed By Amy von Hone, Yarmouth Health Dept. Location Address or Lot# Owner's Name,Address,and Telephone# #99 Wharf Road Richard&Cynthia Schickler Yarmouth,MA #14 Barlow Mountain Road Ridgefield,CT 06877-2416 Assrs.Sht.# 130 Parcel# 16 New Construction Upgrade X Repair Office Review Office Review Published Soil Survey Available: No Yes X Year Published 1993 Publication Scale 1:25,000 Soil Map Unit NsB-Nantucket sandy loam JUL 1 '5 2019 Drainage Class well drained Soil Limitations variable soils Surficial Geologic Report Available: No Yes X HEALTH DEPT. Year Published 1971 Publication Scale 1:24,000 Geologic Material(Map Unit) Qlu Landform Cape Cod Bay Lake Deposits Flood Insurance Rate Map:Panel 25001C0559J.:July16,2014 This lot not subject to flooding. Wetland Area: National Wetland Inventory Map(map unit) Wetlands Conservancy Program Map(map unit) Current water Resource Conditions(USGS):Month Range: Above Normal Normal Below Normal Other References Reviewed RYDER& WILCOX SOIL EVALUATOR FORM Page 2 of 5 11069 Location Address or Lot No. #99 Wharf Lane, Yarmouth On-site Review Deep Hole Number 1 and 2 Date: 6/26/19 Time: 1:00 Weather sunny,cool Location(identify on site plan) see sketch Land Use residential Slope(%) 3—8 Surface Stones none Vegetation wooded Landform glacial lake bed Distances from: Open Water Body feet Drainage way Possible Wet Area >200 feet Property Line feet Drinking Water Well Other Minimum of 2 Holes Required at Every Proposed Disposal Area DEEP OBSERVATION HOLE LOG #1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Consistency,%Gravel) 0-24 fill 24—144 C fine loamy 10yr 6/3 none friable sand Parent Material(geologic)glacial lake deposits Depth to Bedrock: >108 inches Depth to Groundwater: Standing Water in Hole: none Weeping from Pit Face: none Estimated Seasonal High Ground Water: >108 inches:Perc : see page 4 DEEP OBSERVATION HOLE LOG #2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Consistency,%Gravel) 0-33 fill 33—132 C fine loamy 10yr 6/3 none friable sand Parent Material(geologic) glacial lake deposits Depth to Bedrock >132 inches Depth to Groundwater: Standing Water in Hole none Weeping from Pit Face none Estimated Seasonal High Ground Water: >132 inches:Perc : see page 4 RYDER& WILCOX SOIL EVALUATOR FORM Page 3 of 5 11069 Location Address or Lot No. #99 Wharf Lane, Yarmouth On-site Review Deep Hole Number 3 and 4 Date: 6/26/19 Time:1:00 Weather sunnv,cool Location(identify on site plan) see sketch Land Use residential Slope(%) 3—8 Surface Stones none Vegetation wooded Landform glacial lake bed Distances from: Open Water Body feet Drainage way Possible Wet Area >100 feet Property Line feet Drinking Water Well Other Minimum of 2 Holes Required at Every Proposed Disposal Area DEEP OBSERVATION HOLE LOG #3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Consistency,%Gravel) 0-24 fill 24—84 Cl fine loamy sand 10yr 6/3 none friable 84—104 C2 fine sand 10yr 5/6 none loose 104—120 C3 fine loamy sand 10yr 6/3 none friable 120—132 C4 fine sand 10yr 6/1 none loose Parent Material(geologic)glacial lake deposits Depth to Bedrock:>132 inches Depth to Groundwater: Standing Water in Hole: none Weeping from Pit Face: none Estimated Seasonal High Ground Water: >132 inches:Perc: see page 4 DEEP OBSERVATION HOLE LOG #4 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Consistency,%Gravel) 0-30 fill 30—120 Cl fine loamy sand 10yr 6/3 none friable 120—132 C2 fine sand 10yr 5/6 none loose Parent Material(geologic) glacial lake deposits Depth to Bedrock >132 inches Depth to Groundwater: Standing Water in Hole none Weeping from Pit Face none Estimated Seasonal High Ground Water: >132 inches:Perc: see page 4 RYDER& WILCOX SOIL EVALUATOR FORM Page 4 of 5 11069 Location Address or Lot No. #99 Wharf Lane, Yarmouth PERCOLATION TEST RESULTS Observation Hole# 1 Depth of Perc (in.) Top at 38 inches -Start Pre-soak 0:00 min. End Pre-soak 15:00 min. Time at 12" 0:00 min. Time at 9" 21:00 min. Time at 6" 50:42min. Time (9" - 6") 29:42 min. Rate Min./Inch <10 min./in. Perc test qualifies the fine loamy sand. RYDER& WILCOX SOIL EVALUATOR FORM Page 5 of 5 11069 Location Address or Lot No. #99 Wharf Lane, Yarmouth Determination for Seasonal High Water Table Method Used: X Depth observed standing in observation hole No water encoutered: TH1 to 144 inches, TH2 to 132 inches, TH3 to 132 inches and TH4 to 132 inches. Depth weeping from side of observation hole_inches Depth to soil mottles inches Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? YES If not,what is the depth of naturally occurring pervious material? SITE PASSED YES Certification I certify that on November 19,1997 I passed the soi _ uator examination approved by the Department of Environmental Protectio and that t 3- Tal,M analysis was performed by me consistent with the required training,experti ' . .er'ence ?; crib I 310 CMR 15.017. REVISED 7/11/19 Signature _ Date 6/26/19 1• • 1 . BENCHMARK . i Top of Concrete Bound Elev. = 20.12 . ‘ (Assumed datum) C.B. Fnd. • if \e . -- vse i. 5, $ g g •' 20 0/• 9. i1 60 , --.. "i 0 , • G _' \\ \ \ \ ''7 \ c3 ' b \ c�- "''¢ .. p p -.5. 1 244"014. \ \ nd i Area: It ! '=.i•-.0 G'�•�� . cc) • ‘ 9,>56 Si , I. v� l' cc‘�v c— `�• ��. o\ \ 1 (0.2> : P.. .,.� \\ NGS l o \ \ MI rs,. 3;v- CA \ • \ 18 DIA. \ , Tj - . � ti� l I, E I� • \ . • or eco � �N �K ( / / C.B. , Fnd. \ VIr . SE(BP L-p N' 'llk .........� s. \ oo•Q .:.� eetAi Li, o3VD C.B. Fnd. 1 SKETCH SHEET