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HomeMy WebLinkAboutPercolation Test Logs PERCOLATION TEST LOG Time: ;O d Date: 2 Ill Map/Lot No!4- ss: ,<•6- Addref L 5Orr 1 1 Engineer !s i _ f I i !ff. Cell,r Health Agent: AAAI I1 1 A -' I .1 gillI Expansion Area:Yes:: No: _ Suitable/Subsurface Sewage: Yes: No: # Expansion Area Tested: Yes No: Leaching Field: Pits: Trenches: 1 If No, Why? Unsuitable: Why? I Well: Town Water Subdivision/Owner's Name: s i SKETCH: by 0 ta, " ' MP : 93 G. Z M'"- g/ 5 z" /1k" ,,. • *2_ , c -i, h ii Notes: water At N/A ✓a Cif 10._ sass ( y J — f 1117°* , DF RP OBSERVATION HOLE LOG r- from.Sadaee ( Soil Horizon I Soil Texture Soil Color Sail Mot aag Other (lcites) (USDA) Przimvc.smmo&Bodders. " Z 0 14;thl 31/ "g 10/1,41 1 ©. yg_4 I lP - 3 _ 4811/0 C i shildy (oowt I O /2 tit; 6°kttele-VI , e s 06 132- C� -11� 1 ()%11 -i/- 2- DRRP OBSERVATION HOLE LOG Depth fromSurhace Soil Horizon Soil Too= Soil Color Soil Mothng .Other I i Cinches) (USDA) (fie area,lis, cam,,%Gravel) — q -A moo i " 32 13 vatA , Sil - II L 1 Z[r • G1 (,,�c) I o m I�o�t�C�u , S `f was,cz*W.t s IZu - I -11/ . CZ BiA,t ciout . -- * lier3j i/tc _ i U - 2- 1 /3 2/ - � cr 1ID 45111s H41 C- J k Z U '1 A l ' 34° Cl cal -- 144' dala 260 Cranberry Highway Orleans, MA 02653 TRANSMITTAL 508.255.6511 P 508.255.6700 F COASTALOrleans I Sandwich I Nantucket engineering co. coastalengineeringcompany.com To: Town of Yarmouth Date: 02/14/20 Project No. C19389.00 Health Department 1146 Route 28 Via: 1st Class Mail ❑Pick up Delivery ❑Fed Ex South Yarmouth, MA 02664 Phone: 508-398-2231 x1240 Fax: 508-760-3472 Subject: 57 Sisters-Circle Yarmouth, MA Map 93; Parcel 4.5 G° Egal Vl J ❑ Plans ❑ Copy of Letter ❑ Specifications ® Other FEB 19 2020 We are sending the following items: HEALTH DEPT Copies Date No. Description 1 02-12-2020 C19389.00 Soil Suitability Assessment for On-site Sewage Disposal These are transmitted as checked below: Dor approval for your use Das requested ❑for review&comment ❑ Remarks: By: John G. Schnaible, R.S. JGS/vsw D:\DOC\C19300\19389-No Physical Folder\Doc-Out\2020-01-14 Trans Yarm BOH.doc NOTE:If enclosures are not as noted,please contact us at(508)255-6511 Form 11-Soil Evaluation Form ra#11 260 Cranberry Highway CEC File No: C19389.00 -�� Orleans, MA 02653 Date: 02/12/2020 508.255.6511 P 508.255.6700 F COASTAL Orleans I Sandwich I Nantucket engineering co. coastalengineeringcompany.com COMMONWEALTH OF MASSACHUSETTS YARMOUTH, MASSACHUSETTS Soil Suitability Assessment for On-site Sewage Disposal Performed by: John G.Schnaible.R.S. Witnessed by: Mallory Langler Location Address or Owner's Name Douglas A Robertson Trustee Lot#: Map 93 Parcel 4.5 c%Mark Harmon 57 Sisters Circle Address P.O.Box 729 Yarmouth,MA North Eastham,Ma. 02561 New Construction 0 Repair 0 Office Review Published Soil Survey Available: No ❑ Yes Year Published: 1993 Publication Scale: 1:25000 Soil Map Unit: PvC Plymouth-Barnstable Drainage Class: Well Drained Soil Limitations: Poor Filter Surficial Geologic Report Available: No 0 Yes /1 Year Published: 1974 Publication Scale: 1:24000 Geologic Material(Map Unit): Sandwich Moraine Deposits Landform: Ice Contact Flood Insurance Rate Map: Above 500 year flood boundary No ❑ Yes Within 500 year flood boundary No ® Yes 0 Within 100 year flood boundary No ® Yes 0 Wetland Area: National Wetland Inventory(map unit) Upland Wetlands Conservancy Program Map(map unit) -- Current Water Resource Conditions(USGS): Month: February Range: Above Normal ❑ Normal ® Below Normal 0 Other References Reviewed: USGS Ouad Maps and Groundwater Maps Page 2 On-site Review Deep Hole Number: 1 Date: 02/13/2020 Time: 3:00 Weather: Cloudy Location (identify on site plan) Middle/left side of lot Land Use: Residential Slope (%): 8-15 Surface Stones: Yes Vegetation: Oak Trees and Shrubs Landform: Ice-Contact Position on landscape(sketch on the back): See Sketch Distances from: Open Water Body 200+ feet Drainageway 100+ feet Possible Wet Area 200+ feet Property Line 35+ feet Drinking Water Well 200+ feet Other DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure, Stones,Boulders, Consistency,%Gravel) 0"—2" 0 Leaf Litter 2"—5" A Loamy Sand 10 YR 5/1 5"—36" B Sandy Silt Loam 10 YR 4/6 36"—60" Cl Sandy Loam 10 YR 6/3 60"-132" C2 Fine Sand 10 YR 7/3 Loose Parent Material (geologic) Ice-contact Depth to Bedrock: 200'+ Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 65'± Page 4 On-site Review Deep Hole Number: 2 Date: 02/12/2020 Time: 3:20 Weather: Cloudy Location(identify on site plan) Middle/Left of Lot Land Use: Residential Slope (%): 8-15 Surface Stones: Yes Vegetation: Oak Trees and Shrubs Landform: Ice-Contact Position on landscape(sketch on the back): See Sketch Distances from: Open Water Body 200+ feet Drainageway 100+ feet Possible Wet Area 200+ feet Property Line 60+/- feet Drinking Water Well 200+ feet Other DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure, Stones, Boulders, Consistency,%Gravel) 0"—3" 0 Leaf Litter 3"— 9" A Loamy Sand 10 YR 5/1 9"—32" 8 Sandy Silt Loam 10 YR 4/6 32"-126" Cl Sandy Loam 10 YR 6/3 126"—176" C2 Sand 10 YR 7/3 Loose Parent Material (geologic) Ice-Contact Depth to Bedrock: 200'+ Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 65'± Page 4 On-site Review Deep Hole Number: 3 Date: 02/12/2020 Time: 3:40 Weather: Cloudy Location (identify on site plan) Middle/Left of Lot Land Use: Residential Slope(%): 8-15 Surface Stones: Yes Vegetation: Oak Trees and Trees Landform: Ice-Contact Position on landscape(sketch on the back): See Sketch Distances from: Open Water Body 200+ feet Drainageway 100+ feet Possible Wet Area 200+ feet Property Line 60+/- feet Drinking Water Well 200+ feet Other DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure,Stones,Boulders, Consistency,%Gravel) 0"—2" 0 Leaf Litter 2"— 7" A Loamy Sand 10 YR 5/1 7"—48" 8 Sandy Silt Loam 10 YR 4/6 28"-48" Cl Sandy Loam 1OYR 6/3 No 48"—144" C2 Fine Sand 10 YR 7/3 No Loose Parent Material(geologic) Ice Contact Depth to Bedrock: 200'+ Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 65'+/- Page 5 On-site Review Deep Hole Number: 4 Date: 02/12/2020 Time: 4:00 Weather: Cloudy Location(identify on site plan) Middle/Left of lot Land Use: Residential Slope(%): 8-15 Surface Stones: Yes Vegetation: Oak Trees and Shrubs Landform: Ice-Contact Position on landscape(sketch on the back): See Sketch Distances from: Open Water Body 200+ feet Drainageway 100+ feet Possible Wet Area 200+ feet Property Line 35+/- feet Drinking Water Well 200+ feet Other DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure, Stones,Boulders, Consistency,%Gravel) 0"—2" 0 Leaf Litter 2"—7" A Loamy Sand 10 YR 5/1 7"—36" B Sandy Silt Loam 10 YR 4/6 36"- 126" Cl Sandy Loam 10 YR 6/3 No 126"-176" C2 Fine Sand 10YR 7/3 Loose Parent Material (geologic) Ice-Contact Depth to Bedrock: 200'+ Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 65'+/- Percolation Test Location Address or Lot No. 57 Sisters Circle COMMONWEALTH OF MASSACHUSETTS Yarmouth, Massachusetts PERCOLATION TEST* Date: 02/12/2020 Time: 4:00 Observation Hole# 3 Depth of Perc 66" Start Pre-soak 0:00 End Pre-soak 15:00 Time at 12" Assumed less than Time at 9" 2 minutes per inch drop Time at 6" - Time(9"-6") - Rate Min./Inch <2 *Minimum of 1 percolation test must be performed on both the primary area AND reserve area. Site Passed ® Site Failed 0 Performed by: John G.Schnaible CEC Witnessed by: Mallory Langley Comments: The C2 layer in DOH#1.#2.#3.and#4 is considered suitable for the subsurface disposal of sewage. • 260 Cranberry Highway Job C19389..00 Orleans,MA 02653 Sheet No 6 Of 7 CiASTA L020 s I 02/12/2020 I Sandwich I Nantucket Scale 1 inch=40 ft. - engineering co. coastalengineeringcompany.com SKETCH PLAN SHOWING DEEP OBSERVATION HOLE LOCATIONS: N -5;-- __eEc .7,77>N 7 , ,c.„.., 7 ,...„............,,,r `15 / y, lig � , ....., All, .„,/lsig, ..,.. , , , _ _, __-: 17,14 4 ( . , 35 / I (ii....15 -51(..Vel. .* ,iini0 \ . . t.r%- (.....c. 8 Form 11-Soil Evaluation Form Sheet$ Determination for Seasonal High Water Table Method Used: N/A ❑ Depth observed standing in observation hole inches O Depth weeping from side of observation hole inches O 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? Certification I certify that on Aril1 I have passed e amination approved by the Department of Environmental Protection d that the a:ave ana is was •erfo ' -d by m=.consistent with the required training,expertise and experience .'e gibed in 31s CMR 15.0 t \ \ ,. Signature ` '— t E 2166 Date 02/13/2020 iiJGS/jgs