The URL can be used to link to this page

Home My WebLink AboutApplication - 544 FOSTER STREET 10/27/1997 FORM 11 - SOIL EVALUATOR FORM Pagel of 3 NO. Date: Oct. 27, 1997 Commonwealth of Massachusetts North Andover , Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: Steve D`Urso Date: October 21, 1997 Witnessed By: Rudy(BOH) Location Address or Lot#4 -Foster Street Owner's Name Travis & Tim Construction Lot# Address and 770 Boxford Street North Andover, MA Telephone# 687-7774 New Construction XI Repair a Office Review Published Soil Survey Available: No F-1 Yes Year Published 1981 Publication Scale V= 1320' Soil Map Unit RoD (Charlton/Hollis) Drainage Class Well Drained Soil Limitations Surficial Geologic Report Available: No 0 Yes Year Published Publication Scale Geologic Material(Map Unit) Landform Flood Insurance Rate Map: Above 500 year flood boundary No Yes X Within 500 year flood boundary No X Yes Within 100 year flood boundary No X Yes 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: DEP APPROVED FORM-11/07/95 sofle 2 iam FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 4 -Foster Street On - Site Review Deep Hole Number 974 Date October 21, 1997 Time AM Weather Location(identify on site plan) See plan Land Use Residential Slope(%) 25% Surface Stones Some Ledge Outcrops in Area Vegetation Wooded L.andform Position on landscape(sketch on the back) See Plan Distances from: Open Water Body NA feet Drainage way NA feet Possible Wet Area 350 feet Property Line 30 feet Drinking Water Well 160 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Mansell) Mottling (Structure,Stones,Boulders,Consistency, Crravel) 0"-5" A F.S.L. 10YR3/3 None 5"-40" Bw F.S.L. 10YR6/8 None 40"-102" C 10YR5/6 52" Less Than 15% Cobbles, Gravel& Stones, Massive/Friable, Bldrs @ Bottom *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: None Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 52" DEP APPROVED FORM-12/07/95 soilw2sam DEP APPROVED FORM-12/07195 soihvl.s FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Lot 4 - Foster Street Determination for Seasonal High Water Table Method Used: Depth observed standing in observation hole inches = Depth weeping from side of observation hole inches aX Depth to soil mottles 52 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 11/94 I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. SignatureSV,u. 1�) Date i o/Z.4/,b-7 DEP APPROVED FORM-12/07/95 soilcvZsam FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 4 -Foster Street On - Site Review Deep Hole Number 97-5 Date October 21, 1997 Time AM Weather Location(identify on site plan) See plan Land Use Residential Slope(%) 5% Surface Stones Some Ledge Outcrops in Area Vegetation Wooded Landform Position on landscape(sketch on the back) See Plan Distances from: Open Water Body NA feet Drainage way NA feet Possible Wet Area 380 feet Property Line 20 feet Drinking Water Well 180 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Mansell) Mottling (Stricture,Stones,Boulders,Consistency, Gravel) 0"-5" A F.S.L. 10YR3/3 None 5"-28" Bw F.S.L. 10YR6/6 None 28"-56" 1C Gr.L.F.S. to 10YR6/6 46" Firm Gr.F.S.L. 56"-120" 2C Gr.S.L. 10YR5/8 Greater Than 15% Cobbles, Stones, Gravel& Bldrs *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: None Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 46" DEP APPROVED FORM-17107/95 soilcv2sam FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Lot 4 -Foster Street Determination for Seasonal High Water Table Method Used: Depth observed standing in observation hole inches Depth weeping from side of observation hole inches Depth to soil mottles 46 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 11/94 I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Date i o/Z 4/D 7 DEP APPROVED FORM-17/07/95 soikv2= FORM 12 - PERCOLATION TEST Location Address or Lot No. Lot 4 -Foster Street COMMONWEALTH OF MASSACHUSETTS North Andover , Massachusetts Percolation Test* Date: October 21, 1997 Time: Observation Hole#: Pere 97-4 Pere 97-5 Depth of Pere 62" 62" Start Pre-soak 10:18 AM 11:54 AM End Pre-soak 10:33 AM 12:09 PM Time at 12" 10:33 AM 12:09 PM Time at 9" 10:49 AM 12:39 PM Time at 6" 11:15 AM 1:53 PM Time (9"-6") 26 minutes 74 minutes Rate Min./Inch 9 Min/Inch 25 Min/Inch *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed n Performed By: Steve D`Urso Witnessed By: Rudy(BOH) Comments: DEP APPROVED FORM-17/09/95 pacfb mza