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Home My WebLink AboutApplication - 544 FOSTER STREET 10/17/1997 FORM 11 - SOIL EVALUATOR FORM Pagel of 3 No. Date: Oct. 17, 1997 Commonwealth of Massachusetts North Andover , Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: John Morin ve_Associates, Inc) Date: Sept. 25, 1997 Witnessed By: Susan:F-6rd (NABOH) Location Address4 Lot 94 -Foster Street Owner's Name Travis & Tim Construction Lot ff r Address and 770 Boxford Street North Andover, MA Telephone# 6$7-7774 New Construction 0 Repair F1 Office Review Published Soil Survey Available: No F-1 Yes X Year Published 1981 Publication Scale 1"= 1320' Soil Map Unit RoD (Chariton/Hollis) Drainage Class Well Drained Soil Limitations Surficial Geologic Report Available: No Yes Year Published Publication Scale Geologic Material(Map Unit) Landfonn 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-12/07/95 soilev2mm FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 4 -Foster Street On - Site Review Deep Hole Number 1 Date Sept. 25, 1997 Time AM Weather Sunny, 60's Location(identify on site plan) See plan Land Use Residential Slope(%) 3% 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 220 feet Property Line 25 feet Drinking Water Well 180 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency, Gravel) 0" - 13" A F.S.L. 10YR3/2 None 1311 - 2311 Bw L.S. 10YR4/6 None Some Boulders 23"-118" C L.S. 2.5Y6/4 53" 20% Gravel w/cobbles 7.5YR5/8 (Roots to 53") *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: 53" DEP APPROVED FORM-12/07/95 so&v2sam Page 3 of 3 Location Address or Lot No. Lot 4 Foster Street Determination for Seasonal High Water Table Method Used: aDepth observed standing in observation hole inches Depth weeping from side of observation hole inches 0 Depth to soil mottles 53 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 4/97 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 Y�oz, Date 101 7 �9 7 DEP APPROVED FORM-17/07/95 soilev2z= FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 4 -Foster Street On - Site Review Deep Hole Number 2 Date Sept.25, 1997 Time AM Weather Sunny, 60's Location(identify on site plan) See plan Land Use Residential Slope(%) 3% 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 200 feet Property Line 40 feet Drinking Water Well 150 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders,Consistency, Gravel) 0" - 10" A F.S.L. 10YR3/2 None 1011 - 2711 Bw L.S. 10YR4/6 None 27" - 118" C F.L.S. 2.5Y6/4 52" 10% Gravel, 30% cobbles 5YR5/8 & 2.5Y7/3 *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 soft v2.3em 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 0 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 4/97 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 /0�1 7/7 7 DEP APPROVED FORM-12!07/95 soile 2j= FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 4 -Foster Street On - Site Review Deep Hole Number 3 Date Sept. 25, 1997 Time AM Weather Sunny, 60's Location(identify on site plan) See plan Land Use Residential Slope(%) 8% 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 190 feet Property Line 50 feet Drinking Water Well 130 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Indies) (USDA) (Mansell) Mottling (Structure,Stones,Boulders,Consistency, Gravel) 011 - 1211 A F.S.L. 10YR3/2 None 1211 - 2411 Bw L.S. 10YR5/8 None 24" - 116" C F.L.S. 2.5Y6/6 48" 20% cobbles 7.5YR5/8 &2.5Y7/3 *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: 48" FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Lot 4 Foster Street Determination for Seasonal Hizh Water Table Method Used: Depth observed standing in observation hole inches F1Depth weeping from side of observation hole inches aDepth to soil mottles 48 inches ElGround water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level Depth of Naturall y 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 4/97 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/1 /9 7 DEP APPROVED FORM-12/07/95 soikv2 — FORM 12 - PERCOLATION TEST Location Address or Lot No. Lot 4 - Foster Street COMMONWEALTH OF MASSACHUSETTS North Andover , Massachusetts Percolation Test* Date: Sept. 25, 1997 Time: Observation Hole#: Pere 1 Pere 2 Depth of Pere 51" 66" Start Pre-soak 11:24 AM 12:18 PM End Pre-soak 11:39 AM 12:33 PM Time at 12" 11:39 AM 12:33 PM Time at 9" 12:09 PM @ 10 7/8" 12:58 PM @ 111/2" Time at 6" Time (9"-6") Rate Min./inch Abort: Req'd Overnight Abort: Req'd Overnight Soak Soak *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed n Performed By: Paul Cardone (Neve Associates, Inc) Witnessed By: R j oy (SOH) Comments: Aac6'+ior,,,.l tes�-�rig DEP APPROVED FORM-11107!95 pacfoi s= FORM 12 - PERCOLATION TEST Location Address or Lot No. Lot 4 -Foster Street COMMONWEALTH OF MASSACHUSETTS North Andover , Massachusetts Percolation Test* Date: Sept. 25, 1997 Time: Observation Hole#: Pere 3 Pere 6 Depth of Pere 61" 59" Start Pre-soak 11:46 AM 2:43 PM End Pre-soak 12:01 PM 2:58 PM Time at 12" 12:01 PM 2:58 PM Time at 9" 12:05 PM Time at 6" 12:23 PM Time (9"-6") 18 minutes Rate Min./Inch 6 Min/Inch Abort: Req'd Overnight Soak *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed n Performed By: Paul Cardone (Neve Associates, Inc) Witnessed By: R ur>_1 (SOH Comments: Ad�,d; +�o�a -t'es+;r,Q �e.a r-cd DEP APPROVED FORM-17107195 pmformzam