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Home My WebLink AboutMiscellaneous - Lot 9 Ogunquit Road (Breen)No. 684 FORM 1 i — SOIL EVALUATOR FORM Pagel of 3 Date: 12/11/06 Commonwealth of Massachusetts North Andover, Massachusetts Soil Suitabilitv Assessment for On-site Sewaze Disposal Performed By: Steven D'Urso Date: 5/25/95, 5/26/95, 8/19/95, 4/11/96 Witnessed By: Sandy Starr Date: 5/25/95, 5/26/95, 8/19/95, 4/11/96 Location Address or Rocky Brook Road Owner's Name Peter Breen Lot # Lots 1 &2 Address and 770 Boxford Street Phase II North Andover, MA Telephone # (978) 687-7774 New Construction 0 Repair Office Review Published Soil Survey Available: No = Yes I n Year Published 1981 Publication Scale 1" =1320' Soil Map Unit CaD Drainage Class B Soil Limitations Surficial Geologic Report Available: No 0 Year Published Publication Scale Geologic Material (Map Unit) Landform Yes 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: FORM 11— SOIL EVALUATOR FORM Page 2a of 3 Location Address or Lot No. Lot 1 - Rocky Brook Phase II Deep Hole Number 95-2 Location (identify on site plan) Land Use Residential Vegetation Wooded Landform Drumlin Position on landscape (sketch on the back) See Plan Distances from: On -Site Review Date 5/25/95 Time 10:00 am Weather See Plan Slope (°/U) 0-10% Surface Stones NA Open Water Body NA feet Drainage Way Possible Wet Area 100+ feet Property Line Drinking Water Well 100+ feet Other 100+ feet 10+ feet "MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: NA Depth to Groundwater: Standing Water in the Hole: 72" Weeping from Pit Face: Estimated Seasonal High Ground Water: 38" DEP APPROVED FORM —12!7/45 DocumenQ 72" DocumenQ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Bounders, Consistency, % Gravel 0-51) A FSL 10YR3/2 5 - 44" Bw FSL I0YR5/6 44 -118" C FSL 2.5Y5/4 38" Redox @ 38" Weep @ 72" "MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: NA Depth to Groundwater: Standing Water in the Hole: 72" Weeping from Pit Face: Estimated Seasonal High Ground Water: 38" DEP APPROVED FORM —12!7/45 DocumenQ 72" DocumenQ Location Address or Lot No. Deep Hole Number 95-3 Location (identify on site plan) Land Use Residential Vegetation Wooded Landform Drumlin FORM 11— SOIL EVALUATOR FORM Page 2b of 3 Lot 1 - Rockv Brook Phase H Onsite Review Date 5/25/95 Time 10:00 am Weather See Plan Slope (%) 0-10% Surface Stones NA Position on landscape (sketch on the back) See Plan Soil Horizon Distances from: Soil Color Soil Open Water Body NA feet Drainage Way Possible Wet Area 100+ feet Property Line Drinking Water Well 100+ feet Other 100+ feet 10+ feet 'MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: NA Depth to Groundwater: Standing Water in the Hole: 108" Weeping from Pit Face: 72" Estimated Seasonal High Ground Water: 36" DEP APPROVED FORM —12/7/95 DocumenU DocumenC Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Bounders, Consistency, % Gravel) 0-57) A FSL 10YR3/2 5 - 36" Bw FSL 10YR5/6 36 -112" C Gr. SL 2.5Y5/4 36" Redox @ 36" Weep @ 72» Standing @ 108" 'MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: NA Depth to Groundwater: Standing Water in the Hole: 108" Weeping from Pit Face: 72" Estimated Seasonal High Ground Water: 36" DEP APPROVED FORM —12/7/95 DocumenU DocumenC FORM I I — SOIL EVALUATOR FORM Page 2c of 3 Location Address or Lot No. Lot 2 - Rocky Brook Phase H On Site Review Deep Hole Number 95-12 Date 5/26/95 Time 10:00 am Weather Location (identify on site plan) See Plan Land Use Residential Slope (%) 0-10% Surface Stones NA Vegetation Wooded Landform Drumlin Position on landscape (sketch on the back) See Plan Distances from: Open Water Body NA feet Drainage Way 100+ feet Possible Wet Area 100+ feet Property Line 10+ feet Drinking Water Well 100+ feet Other *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: NA Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA Estimated Seasonal High Ground Water: 46" DEP APPROVED FORM -12/7/95 DocumenQ DocumenQ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Bounders, Consistency, % Gravel) 0-55) A FSL 10YR3/2 5 - 42" Bw St. FSL 10YR5/6 42 -64" CI Gr. SL 5Y5/4 46" Redox @ 46" 64 —120" C2 St. SL 2.5Y5/5 *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: NA Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA Estimated Seasonal High Ground Water: 46" DEP APPROVED FORM -12/7/95 DocumenQ DocumenQ FORM 11— SOIL EVALUATOR FORM Page 2d of 3 Location Address or Lot No. Lot 2 - Rocky Brook Phase H On -Site Review Deep Hole Number 95-13 Date 5/26/95 Time 10:00 am Weather Location (identify on site plan) See Plan Land Use Residential Slope (°/O) 0-10% Surface Stones NA Vegetation Wooded Landform Drumlin Position on landscape (sketch on the back) Distances from: See Plan Open Water Body NA feet Drainage Way Possible Wet Area 100+ feet Property Line Drinking Water Well 100+ feet Other 100+ feet 10+ feet 'MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: NA Depth to Groundwater: Standing Water in the Hole: 90" Weeping from Pit Face: NA Estimated Seasonal High Ground Water: 36" DEP APPROVED FORM —12/7/95 Document2 DocumenQ Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Bounders; Consistency, % Gravel 0 -5" 5 - 42" 42 -120" A Bw C FSL St. FSL St. SL 10YR3/2 10YR5/6 5Y5/4 36" Redox @ 36" 'MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: NA Depth to Groundwater: Standing Water in the Hole: 90" Weeping from Pit Face: NA Estimated Seasonal High Ground Water: 36" DEP APPROVED FORM —12/7/95 Document2 DocumenQ FORM 11 — SOIL EVALUATOR FORM Page 2e of 3 Location Address or Lot No. Lot 1 - Rocky Brook Phase H On Site Review Deep Hole Number 95-12A Date 8/18/95 Location (identify on site plan) See Plan Land Use Residential Slope (%) 040% Vegetation Wooded Soil Color Soil Landform Drumlin Surface (Inches) (USDA) (Munsell) Position on landscape (sketch on the back) See Plan Distances from: Open Water Body NA feet Possible Wet Area 100+ feet Drinking Water Well 100+ feet Time 10:00 am Weather Surface Stones NA Drainage Way 100+ feet Property Line 10+ feet Other *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: NA Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA Estimated Seasonal High Ground Water: 40" DEP APPROVED FORM —12/7/95 DocumenQ DocumenC Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Bounders, Consistency, % Gravel 0-911 A FSL 10YR3/2 9 - 32" Bw FSL 10YR5/6 32 -90" Cl Gr. SL 2.5Y5/4 40" Redox @ 40" 90-120" C2 FSL 2.5Y5/4 *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: NA Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA Estimated Seasonal High Ground Water: 40" DEP APPROVED FORM —12/7/95 DocumenQ DocumenC FORM 11— SOIL EVALUATOR FORM Page 2f of 3 Location Address or Lot No. Lot 1 - Rocky Brook Phase H Deep Hole Number 95-3A Location (identify on site plan) Land Use Residential Vegetation Wooded Landform Drumlin On -Site Review Date 8/18/95 Time 10:00 am Weather See Plan Slope (%) 0-10% Surface Stones NA Position on landscape (sketch on the back) Distances from: See Plan Open Water Body NA feet Drainage Way Possible Wet Area 100+ feet Property Line Drinking Water Well 100+ feet Other 100+ feet 10+ feet *MMMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: NA Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA Estimated Seasonal High Ground Water: 32" DEP APPROVED FORM —12/7/95 Document2 DocumenC Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Bounders, Consistency, % Gravel) 0 -5" 5 - 32" 32 -80" A Bw C FSL FSL St. FSL 10YR3/2 10YR5/6 2.5Y5/4 32" Redox @ 32" *MMMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: NA Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA Estimated Seasonal High Ground Water: 32" DEP APPROVED FORM —12/7/95 Document2 DocumenC FORM 11— SOIL EVALUATOR FORM Location Address or Lot No. Lot i — Rocky Brook Phase II Determination for Seasonal High Water Table 95-3A Method Used: Depth observed standing in observation hole Depth weeping from side of observation hole X Depth to soil mottles Groundwater adjustment Index Well Number Adjustment factor Reading Date inches inches 32 inches feet Index Well Level Adjusted ground water level Page 3 of 3 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 Steven D'Urso (Deceased) Date 12-11-06 DEP APPROVED FORM —12/7/95 Document6 FORM i 1— SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Lot 2 — Rocky Brook Phase II Determination for Seasonal High Water Table 95-12A Method Used. Depth observed standing in observation hole inches Depth weeping from side of observation hole inches X Depth to soil mottles 40 inches Groundwater 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 Steven D'Urso (Deceased) Date 12-11-06 DEP APPROVED FORM —12/7/95 Document6 FORM 11— SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Lot 2 — Rocky Brook Phase Il Determination for Seasonal High Water Table 95-13 Method Used: Depth observed standing in observation hole Depth weeping from side of observation hole X Depth to soil mottles Groundwater adjustment Index Well Number Adjustment factor Reading Date inches inches 36 inches feet Index Well Level 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 Steven D'Urso (Deceased) Date 12-11-06 DEP APPROVED FORM —12/7/95 Document6 FORM 11 — SOIL EVALUATOR FORM Location Address or Lot No. Lot 2 — Rocky Brook Phase II Determination for Seasonal High Water Table 95-12 Method Used: Depth observed standing in observation hole Depth weeping from side of observation hole X Depth to soil mottles Groundwater adjustment Index Well Number Adjustment factor Reading Date inches inches 46 inches feet Index Well Level Adjusted ground water level Page 3 of 3 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 Steven D'Urso (Deceased) Date 12-11-06 DEP APPROVED FORM —12/7/95 Document6 FORM i 1— SOIL EVALUATOR FORM Location Address or Lot No. Lot 1 — Rocky Brook Phase II Determination for Seasonal High Water Table 95-3 Method Used: Depth observed standing in observation hole Depth weeping from side of observation hole X Depth to soil mottles Groundwater adjustment Index Well Number Adjustment factor Reading Date inches inches 36 inches feet . Index Well Level Adjusted ground water level Page 3 of 3 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 Steven D'Urso (Deceased) Date 12-11-06 DEP APPROVED FORM —12/7/95 Document6 FORM 11— SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Lot 1— Rocky Brook Phase II Determination ,for Seasonal High Water Table 95-2 Method Used: Depth observed standing in observation hole inches Depth weeping from side of observation hole inches X Depth to soil mottles 38 inches Groundwater 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 Steven D'Urso (Deceased) Date 12-11-06 DEP APPROVED FORM —12/7/95 Document6 FORM 12 — PERCOLATION TEST Location Address or Lot No. Lot 1— Rocky Brook Phase II COMMONWEALTH OF MASSACHUSETTS North Andover, Massachusetts Percolation Test* Date: 8/18/95 Time: 1:00 pm Observation Hole # P 1-1 De th of Perc 48" Start Pre-soak 1:07 End Pre-soak 1:22 Time at 12" 1:22 Time at 9" 2:09 Time at 6" 3:32 Time 9"-6" 27 minutes Rate Min./Inch 9 Minutes/Inch *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed 0 Performed by: Witnessed by: Comments: Steven D'Urso Sandy Starr DEP APPROVED FORM —12/07/95 DocumenO FORM 12 — PERCOLATION TEST Location Address or Lot No. Lot 2 — Rocky Brook Phase II COMMONWEALTH OF MASSACHUSETTS North Andover, Massachusetts Percolation Test* Date: 8/18/95 Time: 2:00 Pm Observation Hole # P2-1 P2-2 -Depth of Perc 74" 56" Start Pre-soak 2:26 2:58 End Pre-soak 2:41 3:13 Time at 12" 2:41 3:13 Time at 9" 3:04 3:33 Time at 6" 3:32 4:06 Time 9"-6" 28 minutes 33 minutes Rate Min./Inch 10 Minutes/Inch 11 Minutes/Inch *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed Performed by: Witnessed by: Comments: DEP APPROVED FORM —12/07/95 Steve D'Urso Sandy Starr Documcnt4 y err i TH01M�S�.NEVE ASSOCIATES�, July 8, 1997 Ms. Sandy Starr Board of Health 30 School Street North Andover, MA 01845 Re: Rocky Brook Estates Phase II Dear Sandy: In accordance with 310 CMR 15.018 - Function of Soil Evaluators, find enclosed copies of the certification forms for the soil testing which was conducted at the above - referenced property on June 19, 1997. If you should have any questions regarding any of this information please do not hesitate to contact our office. Very truly yours, THOMAS E. NEVE ASSOCIATES, INC. C , K)2'U Thomas E. Neve, PE, PLS President, CEO TEN/km Enclosures #684 NASOILEV.WPS • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887-8586 FAX (508) 887-3480 Im FORM 11 - SOIL EVALUATOR FORM Page 1 of 3 Date: June 27. 1997 Commonwealth of Massachusetts North Andover, Massachusetts Soil Suitability Assessment for On-site Sewage Disvosal Performed By: Steven D'Urso, RS Witnessed By: Sandra Starr, RS Date: June 19, 1997 Location Address or Rocky Brook Estates, Phase II, Owner's Name Stephen Breen, Ogunquit Homes, Inc. North Andover, MA 01845 Lot # Address and 770 Boxford Street, No. Andover, MA 01845 Telephone # (508) 685-6028 New Construction X❑ Repair Office Review Published Soil Survey Available: No 71 Yes Year Published 1981 Publication Scale 1 "=1667 Soil Map Unit Canton Drainage Class WD Soil Limitations None Surficial Geologic Report Available: No F-1 Yes = Year Published Publication Scale Geologic Material (Map Unit) Landform Esker Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year flood boundary No Yes Within 100 year flood boundary No 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 - 17/07/95 soileval.sam FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Rocky Brook, Phase II, North Andover - Ogunquite Homes, Inc. File# 684 Deep Hole Number OP #1 Location (identify on site plan) Land Use Woods Vegetation Oak, Pine, Maple Landform Moraine On - Site Review Date 6/19/97 Time Slope (%) A Position on landscape (sketch on the back) Distances from: Open Water Body >100 Possible Wet Area >100 Drinking Water Well N/A feet feet feet Surface Stones No Drainage way Property Line Other Weather >100 feet 20 feet DEEP OBSERVATION HOLE LOG* OP #97-1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) 0"-511 A FSL 10YR 3/2 5"-30" Bw ST FSL 1 OYR 4/6 30"-120" C ST SL 2.5Y 5/4-4/4 >15% Cobbs, BLDS & GRV MFRI 120" STD Water 108" Weep 24" REDOX *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Till Depth to Bedrock: None Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: 108" Estimated Seasonal High Ground Water: 24" DEP APPROVED FORM - 12/07/95 soilevalsam Location Address or Lot No. File #684 Deep Hole Number OP #97-2 Location (identify on site plan) Land Use Woods Vegetation Oak, Pine, Maple Landform Moraine FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Rocky Brook Estates, Phase II, No. Andover - Ogunquite Homes, Inc. On -Site Review Date 6/19/97 Time Weather Slope (%) A Surface Stones No Position on landscape (sketch on the back) Distances from: Open Water Body >100 Feet Possible Wet Area >100 Feet Drinking Water Well N/A Feet Drainage Way >100 Feet Property Line 20 Feet Other DEEP OBSERVATION HOLE LOG* OP #97-2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) 0"-5" A 5"-36" Bw ST FSL 10YR 4/6 36"-112" C ST S Loam 2.5Y 5/4-4/4 102" STD Water M Fri 90" Weep 36" REDOX *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Till Depth to Bedrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: 90" Estimated Seasonal High Ground Water: 36" DEP APPROVED FORM - 12/07/95 SOILEVISAM FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Rocky Brook Estates, Phase II, No. Andover - Ogunquit Homes, Inc. File # 684 Deep Hole Number OP #97-3 Location (identify on site plan) Land Use Woods Vegetation Oak, Pine, Maple Landform Moraine On - Site Review Date 6/19/97 Time Slope % A Position on landscape (sketch on the back) Distances from: Weather Surface Stones No Open Water Body >100 feet Drainage way >100 feet Possible Wet Area >100 feet Property Line 20 feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG* OP #97-3 Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other Surface (Inches) (USDA) (Munsel) (Structure, Stones, Boulders„ Consistency, % Gravel) 0"-6" A 6"-36" Bw ST FSL 10YR 4/6 36"-96" C ST S Loam 2.5Y 5/4 - 4/4 30" REDOX 72" Weep *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic): Till Depth to Bedrock: None Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: 72" Estimated Seasonal High Ground Water: 36" DEP APPROVED FORM - 12/07/95 soilev2.sam Applican Site Location Engineer Town of North Andover, Massachusetts BOARD OF HEALTH -4 1 . Ql�� 1) 19 1 � Form No.1 APPLICATION FOR SITE TESTING/INSPECTION Test/l nspection Date and Time 4-> Fee CHAIRMAN, BOARD OF HEALTH Test No. (Qk�, S.S. Permit No.-D.W.C. No.-C.C. Date-Plbg. Permit No. FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Rocky Brook Estates, Phase II, No. Andover - Ogunquit Homes, Inc. File # 684 On - Site Review Deep Hole Number OP #97-4 Date 6/19/97 Location (identify on site plan) Land Use Woods Vegetation Oak, Pine, Maple Landform Moraine Position on landscape (sketch on the back) Distances from: Open Water Body >100 Possible Wet Area >100 Drinking Water Well N/A Slope % A Time Weather Surface No feet Drainage Way feet Property Line feet Other >100 feet 20 feet DEEP OBSERVATION HOLE LOG* OP #97-4 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) 011-5" A 5"-38" Bw ST FSL IOYR 4/6 38"-104" C ST S Loam 2.5Y 5/4-4/4 40" REDOX 96" Weep 100" STD Water * MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic): Till Depth to Bedrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: 96" Estimated Seasonal High Ground Water: 40" DEP APPROVED FORM - 12/07/95 soilev2.sam FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Rocky Brook, Phase II, North Andover - Ogunquite Homes, Inc. File# 684 Deep Hole Number OP #97-5 Location (identify on site plan) Land Use Forest Vegetation Hardwoods' Landform Moraine On - Site Review Date 6/19/97 Time Slope (%) C Position on landscape (sketch on the back) Distances from: Open Water Body >100 Possible Wet Area >100 Drinking Water Well N/A feet feet feet Surface Stones Drainage way Property Line Other Weather >100 feet feet DEEP OBSERVATION HOLE LOG* OP #97-5 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) 0"-5" A FSL 10YR 3/2 5"-36" Bw FSL 10 YR 5/8 36"- 150" C GSL 2.5Y 5/4 Ang Cobb & GLDS M Fri No Ground Water No REDOX No REF *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Till Depth to Bedrock: None Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: Estimated Seasonal High Ground Water: None DEP APPROVED FORM - 12/07/95 soileval.sam Location Address or Lot No. File #684 Deep Hole Number OP #97-6 Location (identify on site plan) Land Use Forest Vegetation Hardwoods Landform Moraine FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Rocky Brook Estates, Phase II, No. Andover - Ogunquite Homes, Inc. On -Site Review Date 6/19/97 Time Weather Slope (%) C Position on landscape (sketch on the back) Distances from: Surface Stones Open Water Body >100 Feet Drainage Way >100 Feet Possible Wet Area >100 Feet Property Line Feet Drinking Water Well N/A Feet Other DEEP OBSERVATION HOLE LOG* OP #97-6 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) 0"-5" A FSL 10YR 3/2 5"-36" Bw FSL IOYR 5/8 36"-140" C GSL 2.5Y 5/4 Ang. Cobb & BLDS, MFri No GW No REDOX No REF *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Till Depth to Bedrock: None Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: Estimated Seasonal High Ground Water: None DEP APPROVED FORM - 12/07/95 SOIl.EVISAM FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Rocky Brook Estates, Phase II, No. Andover - Ogunquit Homes, Inc. File # 684 Deep Hole Number OP #97-7 Location (identify on site plan) Land Use Woods Vegetation Woods Landform Moraine On - Site Review Date 6/19/97 Time Slope % Position on landscape (sketch on the back) Distances from: Surface Stones Weather Open Water Body >100 feet Drainage way >100 feet Possible Wet Area >100 feet Property Line feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG* OP #97-7 Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other Surface (Inches) (USDA) (Munsel) (Structure, Stones, Boulders„ Consistency, % Gravel) 0"-511 A FSL 10YR 5/2 511-3611 Bw FSL 10YR 5/8 36"-172" C GSL 2.5Y 5/4 >15% C, ST G Pockets of L. Sand 132" Ground Water 4011 REDOX 'MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic): Ice Contact Depth to Bedrock: None Depth to Groundwater: Standing Water in the Hole: 132" Weeping from Pit Face: Estimated Seasonal High Ground Water: 40" DEP APPROVED FORM - 12/07/95 soilev2.sam FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Rocky Brook Estates, Phase II, No. Andover - Ogunquit Homes, Inc. File # 684 On Site Review Deep Hole Number Ponds -Lots #3 & Lot #12B Location (identify on site plan) Land Use Slope % Vegetation Landform Position on landscape (sketch on the back) Distances from: Open Water Body Possible Wet Area Drinking Water Well Date 6/19/97 Time Weather feet feet feet Surface Drainage Way Property Line Other feet feet DEEP OBSERVATION HOLE LOG* (Pond) Lots #3 & Lot #12B Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) Lot #3: 40" GW REDOX Lot #12B: 20" REDOX * 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: 40" Weeping from Pit Face: Estimated Seasonal High Ground Water: 40", 20" DEP APPROVED FORM - 12/07/95 soilevIsain FORM 12 - PERCOLATION TEST Location Address or Lot No. Rocky Brook Estates, Phase II, No. Andover - Ogunquit Homes, Inc. COMMONWEALTH OF MASSACHUSETTS Boxford, Massachusetts Percolation Test* Date: 6/19/97 Time: 1:00 PM Observation Hole #: Pere #1 @ 58" - Overnight Soak Pere #2 @ 60" Depth of Pere Start Pre-soak 1:04 PM 1:13 PM End Pre-soak 1:04 PM 1:13 PM Time at 12" 1:22 PM 1:28 PM Time at 9" 1:47 PM 1:45 PM Time at 6" 2:25 PM 2:15 PM Time (9"-6") Rate Min./Inch 13 Min/inch 10 Min/inch *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed Performed By: Steven D'Urso, RS Witnessed By: Comments: Sandra Starr, RS DEP APPROVED FORM - 12/07/95 soileval.sam FORM 12 - PERCOLATION TEST Location Address or Lot No. Rocky Brook Estates, Phase II, No. Andover - Ogunquit Homes, Inc. COMMONWEALTH OF MASSACHUSETTS North Andover, Massachusetts Percolation Test* Date: 6/20/97 Time:2:00 PM Observation Hole #: Pere #3 @ 58" - Overnight Soak Pere #4 @ 58" Depth of Pere Start Pre-soak 2:17 PM 2:19 PM End Pre-soak 2:17 PM 2:19 PM Time at 12" 2:32 PM 2:34 PM Time at 9" 2:57 PM Time at 6" 3:27 PM Time (9"-6") Rate Min./Inch > 30 Min/Inch 10 Min/Inch *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed F7 Performed By: Steven D'Urso, RS Witnessed By: Sandra Starr, RS Comments: DEP APPROVED FORM - 12/07/95 soileval.sam FORM 12 - PERCOLATION TEST Location Address or Lot No. Rocky Brook Estates, Phase II, No. Andover - Ogunquit Homes, Inc. COMMONWEALTH OF MASSACHUSETTS North Andover, Massachusetts Percolation Test* Date: 6/19/97 Time:9:00 AM Observation Hole #: Perc #5 @ 80" Perc #6 @ 56" Depth of Perc Start Pre-soak 9:41 AM 9:44 AM End Pre-soak 9:41 AM 9:44 AM Time at 12" 9:56 AM 9:59 AM Time at 9" 10:28 AM 10:31 AM Time at 6" 11:16 AM 11:19 AM Time (9"-6") Rate Min./Inch 16 Min/Inch 16 Min/Inch Soaked Perc #'s 5 & 6 Overnight *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed F7 Performed By: Steven D'Urso, RS Witnessed By: Sandra Starr, RS Comments: DEP APPROVED FORM - 12/07/95 soileval.sam M FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Rocky Brook Estates, Phase II, No. Andover - Ogunquit Homes, Inc. File #684 Determination for Seasonal High Water Table Method Used: F7Depth observed standing in observation hole Depth weeping from side of observation hole Depth to soil mottles inches F7Ground water adjustment feet Index Well Number Adjustment factor Reading Date Index well level Adjusted ground water level inches inches Depth of Naturally Occurring Pervious Material Too Wet to conduct Soil Profile Analysis. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occuring pervious material? See Individual Logs 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' rA!, t w�-b��Date June 27, 1997 DEP APPROVED FORM - 12/07/95 soileval.sam The Neve -Morin Group, Inc. December 12, 2006 Ms. Susan Sawyer, Health Director Board of Health 1600 Osgood Street North Andover, MA 01845 Re: Lots 1 & 2 Rocky Brook Road — Phase II Soil Testing Dear Susan: DEC 14 2006 TOWN 0F= ;,�0i1; �, Al4UVVER HEALTH D 'AR rN9ENT As discussed, please find enclosed soil evaluation forms and sketch plans showing the test pits on the above -referenced lots. We are in the process of designing sanitary disposal systems on these lots. Upon reviewing our test pit data it appears that we still need one percolation test on Lot 1. It appears that on August 18, 1995 percolation test P 1-2 required an overnight soak and that the overnight soak was never done. We have data for another percolation test that was done on April 11, 1996, next to P1-2, that was influenced by groundwater and abandoned. For this reason we need to schedule soil testing on this lot. As you know, your regulations state that the results of the deep observation holes shall expire two years from the date conducted unless the Board of Health or its agent determines that the existing soil logs are sufficiently comprehensive so as to not require additional testing, and the site has not been altered. Our client is fully _prepared to do whatever the Board requires but we would like to make a request to do one deep observation hole, on each lot, in each system area to re-evaluate the groundwater level. We fear that an attempt to do four new deep observation holes would damage the natural soil conditions on these lots. We have investigated the site and can confirm that the previous testing area, for both Lots 1 & 2, has not been altered. ENGINEERS 0 SURVEYORS 0 ENVIRONMENTAL CONSULTANTS • LAND USE PLANNERS 447 Old Boston Road (U.S. Route 1),Topsfield, MA 01983 978-887-8586 FAX 978-887-3480 Providing Professional Services Since 1978 www.nevemorin.com Ms. Susan Sawyer, Health Director December 12, 2006 Page 2 If you should have any questions regarding this information please do not hesitate to contact our office. Sincerely, THE NEVE-MORIN GROUP, INC. Greg Hochmuth, RS Environmental Planner GH/km Enclosures cc: Peter Breen F:\KATHYM\MSWORD\BREEN\684—NABH—Soiltesting.doc Notice to APPLICANT/TOWN =K and Certification of Action of Planning Board on Definitive Subdivision Plan entitled: Rocky Brook Estates II By: Thomas F. Neve AGsoct- iaPs dated 8/11/95 Rev: 3/12/?619 9/16/96, 2/6/97, 11/13/97 The North Andover Planning Board has voted to APPEM said plan, subject to the following conditions: 1. That the record owners of the subject land forthwith execute and record a "covenant running with the land", or otherwise provide security for the con- struction of ways and the installation of municipal services within said sub- di.Ision, all as provided by G.L. c. 41, S. 81-U. 2. That all such construction and installations shall in all respects can.rorm to the gover;#-g rules and regulations of this Board. 3. That, as required by the North Andover Board of Health in its report to this Board, no building or other structure shall be built or placed upon Lots No. as shown on said Plan without the prior consent of said Board of Health. 4. Other conditions: az = o See Attached Conditions o o • CJ n`c'�? tV CrT.Q Ln the event that no appeal shall have been taken from said approval within twenty days from this date, the North Andover Planning Board will forthwith thereafter endorse its formal approval upon said plan. The Nftl reasons: -_5 2 4 X998 NB11- Date: 41 Ln Z- 11ORTS P BOA10 By. •(' , �/I U z Richard S. Rowen , Chairman I Rocky Brook Estates II Definitive Subdivision Conditional Approval The Planning Board herein APPROVES the Definitive Subdivision Approval for a six (6) lot subdivision known as Rocky Brook Estates II. Ogunquit Homes, Inc., 345 Stevens Street, North Andover, MA 01845, submitted this application on November 17, 1997. The area affected is located off of Rocky Brook Road in the Residential - 1 Zoning District.. The Planning Board makes the following findings as required by the Rules and Regulations Governing the Subdivision of Land: A. The Definitive Plan, dated 8/11/95,3/12/96, 9/16/96,2/6/97,11/13/97 includes all of the information indicated in Section 3 of the Rules andRegulations concerning the procedure for the submission of plans. B. The Definitive Plan adheres to all of the design standards as indicated in Section 7 of the Rules and Regulations. C. The Definitive Plan is in conformance with the purpose and intent of the Subdivision Control Law. D. ' The Definitive Plan complies with all of the review comments submitted by various town departments in order to comply with state law, town by-laws and insure the public health, safety, and welfare of the town. Finally, the Planning Board finds that the Definitive Subdivision complies with Town Bylaw requirements so long as the following conditions are complied with: Prior to endorsement of the plans by the Planning Board the applicant shall adhere to the following: a) A fifty -foot (50') wide access easement connecting the subdivision roadway to Bennettt Road in Boxford across Lot 1 must be added to the plan. OA note must be added to the plan detailing the construction of an eighteen (18') foot wide emergency access. b) Easement documents conveying the access easement to the Town ofNorth Andover must be submitted to the Planning Department for review and approval- The pprovalThe roadway name must appear on the final plans and must be approved by the E911 Coordinator. d) Easements for the proposed drainage facilities that extend to the property lines must be added to the plan e) All comments outlined in the attached memorandum from James Rand, Jr., Director of Engineering, North Andover DPW, dated January 19, 1998 must be addressed. fl The final subdivision plans must be submitted to the outside consultant, the Planning Department and to D.P. W. for final review and approval. 1 g) A covenant (FORM n securing all lots within the subdivision for the construction of ways and municipal services must be submitted to the Planning Board. Said lots may be released from the covenant upon posting of security as requested in Condition 3(e). The applicant must submit to the Town Planner a FORM M for all utilities and easements placed on the subdivision. i) All application fees must be paid in full and verified by the Town Planner. j) The applicant must meet with the Town Planner in order to ensure that the plans conform to the Board's decision. A full set of final plans reflecting the changes outlined above, must be submitted to the Town Planner for review endorsement by the Planning Board, within ninety (90) days of fling the decision with the Town Clerk. k) The Subdivision Decision for this project must appear on the mylars. 1) All documents shall be prepared at the expense of the applicant, as required by the Planning Board Rules and Regulations Governing the Subdivision of Land. 2. Prior to any work on site: a) Three (3) complete copies of the endorsed and recorded subdivision plans and one (1) certified copy of the following documents: recorded subdivision approval, recorded Covenant (FORM I), recorded Growth Management Development Schedule, recorded access easement and recorded FORM M must be submitted to the Town Planner as proof of recording. b) All erosion control measures as shown in the plan and outlined in the erosion control plan must be in place and reviewed by the Town Planner. 3. Prior to any lots being released from the statutory covenants: a) The applicant must comply with the Phased Development Bylaw and the Growth Management Bylaw as outlined in the applicable Zoning Bylaw. b) All site erosion control measures required to protect off site properties from the effects of work on the lot proposed to be released must be in place. The Town Planning Staff shall determine whether the applicant has satisfied the requirements of this provision prior to each lot release and shall report to the Planning Board prior to a vote to release said lot. C) The applicant must submit a lot release FORM J to the Planning Board for signature. d) A performance security in an amount to be determined by the Planning Board upon the recommendation of the Department of Public Works shall be posted for eight (8) years from the date of endorsement of the plans to cover the construction of a roadway connecting the proposed subdivision roadway to Bennett Road in Boxford. The bond 2 may be in the form of a check made out to the Town of North Andover to be placed in an interest bearing escrow account held by the Town or it may take the form of a covenantheld for one lot. I� at the end of eight years, a connection to Bennett Road in Boxford remains unfeasible as determined by the Planning Board, the security shall no longer be required., e) A Performance Security in an amount to be determined by the Planning Board, upon the recommendation of the Department of Public Works, shall be posted to ensure completion of the work in accordance with the Plans approved as part of this conditional approvaL The bond must be in the form of a check made out to the Town of North Andover. This check will then be placed in an interest bearing escrow account held by the Town. Items covered by the Bond may include, but shall not be limited to: i) as -built drawings iii) sewers and utilities iii) roadway construction and maintenance iv) lot and site erosion control v) site screening and street trees vi) drainage facilities vii) site restoration viii) final site cleanup 4. Prior to a FORM U verification for an individual lot, the following information is required by the Planning Department: a) The applicant must submit a certified copy of the recorded FORM J referred to in Condition 3(c) above. b) A plot plan for the lot in question must be submitted, which includes all of the following: i) location of the structure, n) location of the driveways, iiia location of the septic systems if applicable, iv) location of all water and sewer lines, v) location of wetlands and any site improvements required under a NACC order of condition, vii) any grading called for on the lot, vii) all required zoning setbacks, viii) location of any drainage, utility and other easements. C) All appropriate erosion control measures for the lot shall be in place. The Planning Board or Staff shall make final determination of appropriate measures. d) All catch basins shall be protected and maintained with hay bales to prevent siltation into the drain limes during construction. e) The lot in question shall be staked in the field. The location of any major departures 3 from the plan must be shown. The Town Planner shall verify this information. fl Lot numbers, visible from the roadways must be posted on all lots. 5. Prior to a Certificate of Occupancy being requested for an individual lot, the following shall be required: a) Prior to occupancy of lot 1, the emergency access must be constructed per the approved plan. b) Sprinkler systems must be installed in all homes per NAFD requirements. C) The roadway must be constructed to at least binder coat of pavement to properly access the lot in question. Prior to construction of the binder coat, the applicant shall ensure that all required inspection and testing of water, sewer, and drainage facilities has been completed. The applicant must submit to the Town Planner an interim as built, certified by a professional engineer, verifying that all utilities have been installed in accordance with the plans and profle sheet. d) All necessary permits and approvals for the lot in question shall be obtained from the North Andover Board of Health, and Conservation Commission. e) Permanent house numbers must be posted on dwellings and be visible from the road. i All slopes on the lot in question shall be stabilized, as solely determined by the Planning Department in regards to erosion, water run of� and safety. g) The lot must be raked, loamed and seeded, sodded, or mulched if the weather does not permit seeding or sodding. h) There shall be no driveways placed where stone bound monuments and/or catch basins are to be set. It shall be the developer's responsibility to assure the proper placement of the driveways regardless of whether individual lots are sold. The Planning Board requires any driveway to be moved at the owner's expense if such driveway is at a catch basin or stone bound position.. i) The Planning Board reserves the rights to review the site after construction is complete and require additional site screening as it deems necessary and reasonable. 6. Prior to the final release of security retained for the site by the Town, the following shall be completed by the applicant: a) A stop sign must be placed at end of the subdivision roadway where it intersects with Rocky Brook Road. b) An as -built plan and profile of the site shall be submitted to the DPW and Planning Department for review and approval C) The applicant shall petition Town Meeting for public acceptance of the street. Prior to 4 submitting a warrant for such petition the applicant shall review the subdivision and all remaining work with the Town Planner and Department of Public Works. The Planning Board shall hold a portion of the subdivision bond for continued maintenance -and operations until such time as Town Meeting has accepted (or rejected in favor of private ownership) -the roadways. It shall be the developer's responsibility to insure that all proper easements have been recorded at the Registry of Deeds. d) The Town Plainer shall ensure that all Planning, Conservation Commission, Board of Health and Division of Public Works requirements are satisfied and that construction was in strict compliance with all approved plans and conditions. e) A donation must be made to the Town of North Andover Sidewalk Fund in an amount equivalent to the cost of constructing a five (5) foot sidewalk along the one of side of the subdivision roadway as required by Condition 14(b). 7. The Town Planner will review any signs utilized for this project. The applicant must obtain a sign permit as required by Section 6 of the Bylaw. The Planning Board shall approve any entrance structures. The applicant must remove any lighting used for the entrance signs prior to acceptance of the subdivision. 8. The applicant shall adhere to the following requirements of the Fire Department: a) Open burning is allowed by permit only after consultation with the Fire Department. b) Underground fuel storage will be allowed in conformance with the Town Bylaws and State Statute and only with the review and approval of the Fire Department and Conservation Commission. 9. There shall be no burying or dumping of construction material on site. 10. The location of any stump dumps on site must be pre -approved by the Planning Board. 11. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 12. Gas, Telephone, Cable, and Electric utilities shall be installed as specified by the respective utility companies. 13. Any action by a Town Board, Commission, or Department which requires changes in the roadway alignment, placement of any easements or utilities, drainage facilities, grading or no cut lines, may be subject to modification by the Planning Board. 14. The following waivers from the Rules and Regulations Governing the Subdivision of Land, North Andover, Massachusetts, revised February, 1989 have been granted by the Planning Board: a) Section 7(A)(4)(a) Dead end streets: The roadway is approximately 1487 feet long, 687feet longer than allowed under the subdivision regulations. This waiver is granted due to the fact that an access easement connecting the proposed subdivision roadway to Bennett Road in Boxford has been provided Sprinkler systems will also be installed 5 .4 in all homes. b) Section 7(D) Sidewalks: The Planning Board agrees to waive the construction of sidewalks, as there are no sidewalks on Rocky Brook. In exchange for this waiver the applicant agrees .to make a donation to the sidewalk fund of an amount equivalent to the cost of constructing sidewalks along the entire length of one side of the proposed subdivision roadway. C) Section M(12) Pipe Class III with a minimum of cover of 30": In some locations 30" of cover over the pipes has not been provided. In these locations higher classes of pipe, Class IV and V, have been specified which meet the strength requirements for the cover on these locations. d) Section 7(A)(3) Grade: The Planning Board agrees to allow up to a 10% grade on the future roadway connection between the proposed subdivision roadway and Bennett Road in Boxford. e) These waivers have been granted in an efort to minimize the amount of cutting and filling required on site thereby decreasing the amount of erosion and siltation on site. 15. The utilities must be installed and the streets or ways constructed to binder coat by February 20, 2000 (two years from the date permit granted). If the utilities are not installed, the streets or ways are not constructed to binder coat and the Planning Board has not granted an extension tithe above referenced date, this definitive subdivision approval will be deemed to have sed. 16. This Definitive Subdivision Plan approval is based upon the approval of a Special Permit. The Special Pernnit and Definitive Subdivision approvals are both based upon the following information which are incorporated into this decision by reference: a) Report Titled: Hydrologic Analysis of Rocky Brook Estates Phase II Dated: July 23, 1997, revised October 1, 1997 Prepared for: Ogunquit Homes 345 Stevens Street North Andover, Massachusetts, 01845 Prepared by: Thomas E. Neve Associates, Inc. 447 Old Boston Road US Route #1 Topsfield, MA 01983 b) Plan Titled: Definitive Subdivision Plan of "Rocky Brook Estates - Phase II" Designed For: Ogunquit Homes - 345 Stevens Street North Andover, MA Prepared by: Thomas E. Neve Associates, Inc. 447 Old Boston Road US Route #1 Topsfield, MA 01983 P Dated: August 11, 1995, rev. 3/12/96, 9/16/96, 2/6/97, 11/13/97 Sheets: 1 through 10 cc. Conservation Administrator Director of Public Works, Health Administrator Building Inspector Police Chief Fire Chief Assessor Applicant Engineer ' File Rocky Brook H - subdivision W /"o L �► a,_a,� is 7 `f r7 L ,73 6 pOR TH Os 4fLED O A� `y T O9_ COfwif IWKM 7' PUBLIC HEALTH DEPARTMENT Community Development Division February 11, 2010 Neve Morin Group, Inc. John Morin, PE 447 Old Boston Road Topsfield, MA 01983 Re: Lots 1, 5 and 6 Ogunquit Road Dear John, This is a response to your request for one year extensions to the approvals on the above mentioned lots, which are due to expire in March 2010. Two of these lots received a three-year approval in March of 2007. Please be advised that the current local and state regulations allows for a two year approval, with a single one year extension, for a total of three years. Although not stated, plans for lot 5 and 6 have already received the benefit of an additional year. Unfortunately, a second additional year cannot be approved by this office. Lot 1 may request the additional year, as it was approved in 2008. We will place your request on the agenda of the next Board of Health meeting scheduled for February 25, 2010. Please note that this office will allow for one year to fully complete the installations of the systems as long as the permits are pulled prior to expirations. If the owner chooses not to pull the permits, however, a new plan will be required to be submitted for a full review. Also note, that the North Andover Board of Health is poised to approve a new regulation at this coming, February 25th Board of Health meeting. This is not a revision; it is a complete rewrite of the local onsite waste water treatment regulations. In most cases we are now bringing our local regulation in line with the state Title V. This includes items such as deep holes no longer expiring. You may determine that this course of action may be advantageous to the owner. Continued to next page Page i of 2 North Andover Health Department, i600 Osgood Street, Building 2o, Suite 2-36, North Andover, MA oi845 978'688.954o -Phone Either way, as it has been such a long period of time since the approval, please be reminded that the sites of the septic leaching areas must be in an undisturbed condition. If the areas appear disturbed, the Health Office will require confirmation of existing parent material still present. If you have any questions, please do not hesitate to contact me. We will place Mr. Breen on the February 25h meeting which is scheduled to begin at 7:00pm and will be held at the Town Hall, 120 Main Street. Sinceerq y, f z Asusan Sawyer, RS/REHS �- Public Health Director Cc: Peter Breen, Property owner 21Page North Andover Health Department, i600 Osgood Street, Building ao, Suite 2-36, North Andover, MA oi845 978•688.954o -Phone NORTH q �6• �O 3? �'�- a OL O t �9SSAC HUS�� PUBLIC HEALTH DEPARTMENT (ommunity Development Division February 11, 2010 Neve Morin Group, Inc. John Morin, PE 447 Old Boston Road Topsfield, MA 01983 Re: Lots 1, 5 and 6 Ogunquit Road Dear John, This is a response to your request for one year extensions to the approvals on the above mentioned lots, which are due to expire in March 2010. Two of these lots received a three-year approval in March of 2007. Please be advised that the current local and state regulations allows for a two year approval, with a single one year extension, for a total of three years. Although not stated, plans for lot 5 and 6 have already received the benefit of an additional year. Unfortunately, a second additional year cannot be approved by this office. Lot 1 may request the additional year, as it was approved in 2008. We will place your request on the agenda of the next Board of Health meeting scheduled for February 25, 2010. Please note that this office will allow for one year to fully complete the installations of the systems as long as the permits are pulled prior to expirations. If the owner chooses not to pull the permits, however, a new plan will be required to be submitted for a full review. Also note, that the North Andover Board of Health is poised to approve a new regulation at this coming, February 25u' Board of Health meeting. This is not a revision; it is a complete rewrite of the local onsite waste water treatment regulations. In most cases we are now bringing our local regulation in line with the state Title V. This includes items such as deep holes no longer expiring. You may determine that this course of action may be advantageous to the owner. Continued to next page Page i of a North Andover Health Department,1600 Osgood Street, Building ao, Suite 2-36, North Andover, MA o1845 978.688.954o -Phone Either way, as it has been such a long period of time since the approval, please be reminded that the sites of the septic leaching areas must be in an undisturbed condition. If the areas appear disturbed, the Health Office will require confirmation of existing parent material still present. If you have any questions, please do not hesitate to contact me. We will place Mr. Breen on the February 25h meeting which is scheduled to begin at 7:00pm and will be held at the Town Hall, 120 Main Street. Sincfeergf,y, �S�isan Sawyer, RS/REHSr�- Public Health Director Cc: Peter Breen, Property owner 21Page North Andover Health Department,1600 Osgood Street, Building ao, Suite 2-36, North Andover, MA o1845 978•688.954o -Phone 10 pOR Th O�4t�.eD 6 - Z. 0 M 46 PUBLIC HEALTH DEPARTMENT (ommunity Development Division February 11, 2010 Neve Morin Group, Inc. John Morin, PE 447 Old Boston Road Topsfield, MA 01983 Re: Lots 1, 5 and 6 Ogunquit Road Dear John, This is a response to your request for one year extensions to the approvals on the above mentioned lots, which are due to expire in March 2010. Two of these lots received a three-year approval in March of 2007. Please be advised that the current local and state regulations allows for a two year approval, with a single one year extension, for a total of three years. Although not stated, plans for lot 5 and 6 have already received the benefit of an additional year. Unfortunately, a second additional year cannot be approved by this office. Lot 1 may request the additional year, as it was approved in 2008. We will place your request on the agenda of the next Board of Health meeting scheduled for February 25, 2010. Please note that this office will allow for one year to fully complete the installations of the systems as long as the permits are pulled prior to expirations. If the owner chooses not to pull the permits, however, a new plan will be required to be submitted for a full review. Also note, that the North Andover Board of Health is poised to approve a new regulation at this coming, February 25h Board of Health meeting. This is not a revision; it is a complete rewrite of the local onsite waste water treatment regulations. In most cases we are now bringing our local regulation in line with the state Title V. This includes items such as deep holes no longer expiring. You may determine that this course of action may be advantageous to the owner. Continued to next page Page i of z North Andover Health Department,1600 Osgood Street, Building ao, Suite 2-36, North Andover, MA oi845 978•688.954o -Phone r Either way, as it has been such a long period of time since the approval, please be reminded that the sites of the septic leaching areas must be in an undisturbed condition. If the areas appear disturbed, the Health Office will require confirmation of existing parent material still present. If you have any questions, please do not hesitate to contact me. We will place Mr. Breen on the February 25th meeting which is scheduled to begin at 7:00pm and will be held at the Town Hall, 120 Main Street. Sincergfy, Susan Sawyer, RS/REHS Public Health Director Cc: Peter Breen, Property owner 21Page North Andover Health Department, i600 Osgood Street, Building ao, Suite 2-36, North Andover, MA oi845 978•688.954o -Phone . V v do -� 1 spdp •• •' g 05 dP op ago - 0. . 4mss30 ' .N _ 4 •''• 40 09 •�' ° �,� -- �,�t iK , • woo 40 o NOO �I acs4b i jam..... '007or o .. . • �� ct s .OiOZ�'f •••. L N.M� t tA `` O' ' •—' N r � d ~�• -� • p ter,` -.�.+•.�� dolo 3 r �/• fes`'"'' fn b q "16 ....... N `q h 4 w i r % 'b r • • 14 Q v •M a 41 i i l C N Page 1 of 2 DelleChiaie, Pamela From: Isaac Rowe [irowe@millriverconsulting.com] Sent: Thursday, August 07, 2008 1:30 PM To: 'Daniel Ottenheimer'; Grant, Michele; irowe@millriverconsulting.com; 'Marianne Peters'; DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan Subject: Ogunquit Rd - Lot 9 Soil Test Results Susan, Please find attached the soil test results for Ogunquit Rd — Lot 9. Neve -Morin wanted to conduct a fourth test hole within the proposed SAS area so that it met all requirements for new construction. Test pits were previously conducted in 1998 and 2005. Let me know if you have any questions. Thank you, Isaac Isaac M. Rowe, R.S. Project Manager Mill River Consulting 2 Blackburn Center 8/11/2008 R Gloucester, MA 01930-2259 Phone: (978) 282-0014 Fax: (978) 282-0012 irowe@mil(riverconsulting.com www.mil_lriverconsulti_ng..com 8/11/2008 Page 2 of 2 s+ Ot NORT1i , 3 ry 9 9 Town of North Andover `+�'•>,; o : �' HEALTH DEPARTMENT ,SSAcl4u CHECK #: 1�11JZ--, DATE: LOCATION: H/O NAME:T�-��y CONTRACTOR NAME: rlaw-:�j�c. 4 Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service - Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal (Septic) Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPUC Systems: PISeptic - Soil Testing f $ " lea ❑ Septic - Design Approval $ ❑ Septic Disposal Works Construction (DWC) $ ❑ Septic Disposal Works Installers (DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other: (Indicate) $ AV Health Agent Initials White - Applicant Yellow - Health Pink - Treasurer THE NEVE-MORIN GROUP, INC. Breen (#684.9) Soil Test Applicafion .4 RECEIVIED JUL 16 2008 TOWN OF NORTH AV)OV�-R HEALTH DEPAk:-�v,-.,,4r 19415 {f TO1t'N OF NORTH ANDOVER Office of C'OlL'tIL-NITI3 DEVELOPAiEN'T A:ND SERN710ES HEALTH DEPARTMENT 1600 OSGOOD STREET: BUILDING 20; SLTTE 2-36 NORTH ANT)ON-T . MASSACHUSETTS 01845 Susan Y. S.%Wyer, RENS, RS 979.688.9540 — Photte Public Health Dhvctor 478.688.5476 — FA.'K I'vw e.tauncfnetthnitdovrr.caat APPLICATION FOR SOIL TESTS RECEIVED JUL 16 2008 TOWN NORTH ER LTH DEPARTMENT DATE: July 9, 2008 MAP & PARCEL: Map 105A, Parcel 24 LOCATION OF SOIL TESTS: Lot 9 Ogunguit Road OWNER: Peter & Kerry Breen Contact #: 978-687-7774 APPLICANT: Same as owner Contact #: ADDRESS: 770 Boxford Street, North Andover, MA 01845 ENGINEER: The Neve -Morin Group, Inc. Contact #: 978-887-8586 CERTIFIED SOIL EVALUATOR: Greg Hochmuth Intended Use of Land: ❑ Residential Subdivision ® Single Family Home ❑ Commercial Is This: Repair Testing: ❑ Undeveloped Lot Testing: ® Upgrade for Addition: ❑ In the Lake Cochichewick Watershed? Yes ❑ No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM ➢ Proof of land ownership (Tax bill, or letter from owner permitting test) ➢ 8.5" x 11 " Plot plan & Location of Testing (please indicate test pit sites on the plan) ➢ Fee of $425.00 ner lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of $360.00 er lot for repairs or upgrades. GENERAL INFORMATION ➢ Only Certified Soil Evaluators may perform deep hole inspections. ➢ Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. ➢ At least two deep holes and two percolation tests are required for each septic system disposal area. ➢ Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. ➢ Full payment will be required for all additional tests within two weeks of testing. ➢ Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). ➢ Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval Date: Signature of Conservation Agent: Date back to Health Department: (stamp in): F:\KATHYM\Breen 684\Lot 9\Soil Test App.doc ,AOR Of ...... 1h 3399 e � h 9 Town of North Andover HEALTH DEPARTMENT ,S3ACHU5t4 i j CHECK #: , LOCATION: H/O NAME CONTRACT Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service - Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal (Septic) Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPUC Systems: Septic Soil Testing $ - ❑ Septic - Design Approval $ ❑ Septic Disposal Works Construction (DWC) $ ❑ Septic Disposal Works Installers (DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other: (Indicate) $ Health Agent Initials White - Applicant Yellow - Health Pink - Treasurer TOWN OF N'ORTH ANDON ER Office of COINSWi 'Tk'I' DEVELOPAMNTAM SM ICES HEALTH DEPARTME14"T 160 OSGOOD SnMET, BU=NG 210; 6TiT'E 2-36 NORTH A110VE& MASSACHUSETTS 01845 Mian V. Saar, REM, R5 F' ht g aldk D finer APPLICATION FOR SOIL TESTS DATE: July 9, 2008 978A&Z40—pbafte 438.698.8# 6—FATS A"N.Hi 181GiMM.rAIICtt1>�RiBL'CCLCID JUL 16 2008 TOWN OF Ha . ! 1 `_i�ci'rS,F,1 iA ht1 M MAP & PARCEL: Mgp I05A. Parcel 24 LOCATION OF SOIL TESTS: Lot 9 OMuit Road OWNER: Peter & Kerry Breen Contact #: 978-687-7774 APPLICANT: Same as owner Contact #: ADDRESS: 770 Boxford Street. North Andover, MA 01845 ENGINEER: The Neve -Morin Group, Inc. Contact #: 978-887-8586 CERTIFIED SOIL EVALUATOR: Gres Hochmuth Intended Use of Land: ❑ Residential Subdivision ® Single Family Home ❑ Commercial Is This: RepairJesting: ❑ Ui leveloped Lot Testing: ® Upgrade for Addition: ❑ In the Lake Cochichewick Watershi I? Yes ❑ No THE FOLLOWING MUST BE .CLUDED WITH THIS FORM ➢ Proof of land ownership (Tax bill, or letter from owner permitting test) ➢ 8.5"x 11 "Plot Alan & Location of Testing (please indicate test nit sites on the plan) ➢ Fee of $425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of $360.00 er lot for repairs or upgrades. GENERAL INFORMATION ➢ Only Certified Soil Evaluators may perform deep hole inspections, OnlyMass. Registered Sanitarians and Professional g Engineers can design septic plans. ➢ At least two deep holes and two percolation tests are required for each septic system disposal area. ➢ Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. ➢ Full payment will be required for all additional tests within two weeks of testing. ➢ Within 45 days of testing, a scaled plan (no smaller than I "400') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). ➢ Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval Signature of Conservation Date back to Health Department: (stamp in): FA ATHYM\Breen 684\I of Moil Test App.doc Page 1 of 1 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Friday, July 18, 2008 1:24 PM To: Daniel Ottenheimer (info@millriverconsulting.com); Marianne Peters (Marianne Peters); Randy Burley (rburley@miliriverconsulting.com); Rowe Isaac (irowe@millriverconsulting.com) Cc: Hughes, Jennifer Subject: Lot 9 Ogunquit - Soil Testing Application 8a0 Ragu"ds, A101440B4 Da001067lfiu10 Health Department Assistant Town of North Andover 1600 Osgood Street Building 20, Suite 2-36 North Andover, MA 01845 '5978.688.9540 - Phone ^` 978.688.8476 - Fax http:/Jwww.townofnorthandover.com healthdept@townofnorthandover.com 7/18/2008 Blank DelleChiaie, Pamela Page 1 of 1 From: Marianne Peters[mpeters@millriverconsulting.com] Sent: Tuesday, July 22, 2008 3:09 PM To: 'Daniel Ottenheimer'; Isaac Rowe; Grant, Michele; DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan Subject: Lot 9 Oqunquit scheduled for August 5th @ 9:00 Soil eval for Lot 9, Oqunquit scheduled for 9:00 a.m. on August 5th with Neve Morin. ❑x Right -click here to download pictures. To help protect your privacy, Outlook prevented automatic download of this pictu Marianne Peters Office Manager ph 800-377-3044 ph 978-282-0014 fx 978-282-0012 web: www.millriverconsiuddne.com 7/22/2008 06/15/2020 22:32 FAX Tax Map No : 210-105.A-00230000.0 Property Location : BOXFORD STREET Deed/Lgal : Book 59 Page M Land Area : 1,53 Acres Land value S 5,500 Bldg value: S Etempt value: S TUANt Value, S 3,500 Res. Value: S 3,500 Residential Tea Rate fat Fiscal Yee -008 : S 11.40 Comm, Value; S . Cpmmere4sl Tax Rate for Pise:sl vearloo8 • f 13.78 Fiscal Year 2008 Tax Description: Tax s 39,90 Cpa : S - Betterments: $ Liens, $ Total: $ 39.90 CONTACT TREASURER IMMEDIATELY TO ADDRESS OUTSTANDING BALANCE. Interest at the rate of 14% per annum will accrue on overdue payments from the due date until payment is made MAKE 1 EMAND BILL TOWN OF NORTH ANDOVER P.Q. BOX 124 NORTH ANDOVER MA 01845 M -F 8;30 - 4;30 TAX 688-9550/ASSR 688-9566 Tax Map No: 210-10$,A-0023-0000,0 Loeatiou : $OXFORD STREET Deed/Legal; Book 59 Page 65 Land Area : 1,53 Acres B"EN, PETER KERRY BREEN 770 BOXFORD STREET NORTH ANDOVER, MA 01845 I1001/004 FISCAL YEAR 2008 REAL ESTATE TAX Fiscal Year 2008 Tax $ 39.90 Preliminary Tax: S 1934 3rd Installment: S 10.28 Payment due by February 01, 2008 4th Installment : $ 10.28 Payment due by May 01, 2008 Tax Paid : $ 28,95 Abatement: S - Demand Fee: $5.00 Interest as of $ 0.25 June 30, 2008 Amount Now Due: $ 16.20 FISCAL YEAR 2008 REAL ESTATE TAX BILL BILL NUMBER 17133 OFFICE OF THE COLLECTOR OF TADS THE CO TOWN ORTH NOTTS H OF SEI IIIIII IIID NIIII II'JI �IIII III�I III I�III IIII I��I Tax Unpaid Message 1st Installment $0,00 This demand bill can be paid at our office at 120 Main Street or 2nd Installment 50100 mailed to P. O. Box 124, North Andover, MA 01845 3rd Installment $0.67 4th Installment SIO -28 Rfteiveo PomeN r DEMAND BILL JUL 14 2008 Amount Now Due: $ 16.20 Mid upon eweeemOIS as ON11 01, =7 Your XW E9tp1e lair ibr the Bpeel You NORTH NDQ*A commencing Jtdy01, 307 and ending on luneM, 37108 an the described property below is IIIAas+RCR-COLI.�CT4R a, fellows Ilen0,411rs1 041800987120080000000000000000000001000171330D00000DlL2DO49 06/15/2020 22:33 FAX X1002/004 Tax Map No : 210-10S A-0003-0000.0 Property Location. BOXFORD STREET ILEA, Deed/Legal: Book 66 Page 261 Land Area : 3.33 Acres _ ►-and valor. S 7,700 Bldg Latae; S Taxable Value: S 71700 Res, valor S 7,700 Reradettdal Tax Rate forFisl YearM ; $ 1140 Comm, Valor; S . UrnrnVr6W Tea Rau rot Fiaeal Ytad=. S 13.78 Fiscal Year 2008 Tax Description : Tax: S 87.78 Cpa: S Betterments: S - Liens S Total: $ 87-70 CONTACT TREASURER IMMEDIATELY TO ADDRESS OUTSTANDING BALANCE. Interest at the rate of 14% per annum will accrue on overdue payments from the due date until payment is made. MAKE FULMA `ND BILL TOWN OF NORTH ANDOVER P.O. BOX 124 NORTH ANDOVER, MA 0184$ M•F 8:30 - 4:30 TAX 688-9550/ASSR 688-9566 Tax Map No: 210-105,A-0003-0000,0 Location t BOXFORD STREET RFA Deed/Legal: Book 66 Page 261 Land Area 3.33 Acres BREEN, PETER R KERRY M BRUN 770 BOXFORD STREET NORTH ANDOVER, MA 01845 FISCAL YEAR 2008 REAL ESTA'T'E TAX Fiscal Year 2008 Tax $ 87.78 Preliminary Tax: $ 41.80 3rd Installment: $ 22.99 Payment due by February 01, 2008 4th Installment: • -S . - •22.99 - Payment due by May 01, 2008 Tax Paid : S 63.31 Abatement: $ - Demand Fee: SS -00 Interest as of $ 0.56 ,lune 30, 2008 Amount Now Due: $ 30.03 FISCAL YEAR 2008 REAL ESTATE TAX BILL OFFICE OF THE COLLECTOR OF TAXES THE COMMONWEALTH OF MAS$ACHU$ETTS TOWN OF NORTH ANDOVER Tax unpaid tstlnstallment $0.00 2nd installment $0,00 3rd Installment $1.48 4 Installment $22.99 BILL NUMBER 17112 I II I� ��I �I� NIII full IIII III III III IIS Till 418009680 Message This demand bill can be paid at our office at 120 Main Street or mailed to P. 0, Box 124, North Andovcr, MA 01845 DEMAND BILL Amount Now Due: $ 30.03 Based upon assessments as of In 01, 3M17 your W Estate tax for the fiscal year oomm*;dn3 Joly01, 2007 sad *+ding on Juno 30. 1009 on the desan'hed property below is as fallowl 'la'""YMIX 04180096802008000000000000000000000100017112000000003003043 06/15/2020 22:33 FAX 1a003/004 �.�� -�-- - L\MAY! L Wt/ f V,IFAAMI •r Ai/. A �J .--v-.- � ��-� �-�. Tax Map No: 210-105.A-0023-0000.0 Property Location : BOXFORD STREET Deed/Le*pl : Land Area : 1.53 Acres Preliminary Tax Description: -Tax: S 19,95 Cpa : $ - Total: $ 19.95 CONTACT TfRWURER IMMEDIATELY TO ADDRESS OUTSTANDING BALANCE, Interest at the rate of 14% per annum will aeerue on overdue payments from the due date until payment is made MAKE PAYMENTS TO TOWN OF NORTH ANDOVER P.O. BOX 124 NORTH ANDOVER., MA 01845 M -F 830.430 TAX 688.9550/ASSR 688.9566 Tax Map No: 210-105.A-0023-0000.0 Location : AOXFORD STREET Deed/Legal : Book 59 Page 65 Land Area : 1.53 Actt:s BREEN, PETER KERRY BREEN 770 BOXFORD STREET NORTH ANDOVER, MA 01845 FISCAL YEAR 2009 ILEAL ESTATE TAX Preliminary Tax: $ 19.95 1st Installment: $ 9.98 Payment due by August 01, 200$ 2nd Installment; $ 9.97 Payment due by November 03, 2008 Amount Now Due: $ 9.98 FISCAL YEAR 2009 REAL ESTATE TAX BILL OFFICE OF THE COLLECTOR OF TAXES THE COMMONWEALTH OF MASSACHUSETTS TOWN OF NORTH ANDOVER Preliminary Tax Unpaid lst Installment $9,98 ` $9.97 010 50.0 '� 0 iQ 08nl 50.00 Message BILL NUMBER 17115 11111111111111illi1111111111111111111111111III101 418417418 Please use the enclosed lockbox envelope to expedite your payment. This will assist us in processing your payment more efficiently. The tax Collector's office is located m120 Main Street, North Andoverr, IST PAYMENT RECEIPT VOUCHER Payment due by August01, 2008 Amount Now Due: S 9.98 Yow?rdiminuy Tu Bx the Tina! Y%dW1m0nnina JAly01, YAR Fnd sndi-s lune 30, 2009 on the Real EM lax daaw+ed is as foil MW -10A erW' M 041841741820090000000000000000000001000171~15000000000998012 06/15/2020 22:33 FAX -.Us.. LVFI T4L.11bl .1lLli . ajs-ng Tax Map No: 210-105.A-0003-0000.0 Property Location : BOXFORD STREET REA Deed/Legai : Land Area : 3,33 Acres Preliminary Tax Description! Tax : S 43.89 CPR: $ Total: $ 43.$9 CONTACT TREASURER IMMEDIATELY TO ADDRESS OUTSTANDING BALANCE. Interest at the rate of 14% per annum will accruc on overdue payments from the due date until payment is made MAKE PAYMENTS TO TOWN OF NORTH ANDOVER P.O. BOX 124 NORTH ANDOVER- MA 01845 M -F 8,30.4;30 TAX 688.9550/ASSR 688.9566 Tax Map No: 210.105.A-0003-0000,0 Location : BOXFORD STREET REA Deed/Legal : Book 66 Page 261 Land Area : 3,33 Acres GREEN, PETER R KERRY M BREEN 770 BOXFORD STREET NORTH ANDOVER, MA 01845 FISCAL YEAR 2009 REAL ESTATE TAX IM004/004 J Wm.ii i- Preliminary Tax : S 43.89 1st Installment: Payment due by August 01, 2008 2nd Installment: $ 21.94 Payment due by November 03, 2008 Amount Now Due: 21.95 FISCAL YEAR 2009 REAL ESTATE TAX BILL OFFICE OF THE COLLECTOR OF TAXES THE COMMONWEALTH OF MASSACHUSETTS TOWN OF NORTH ANDOVER Preliminary Tax Unpaid / I st Installment $21.95 $o.o 50.00 �p O0, Message BILL NUMBER 17094 i IINI I�� ll�l Ill! IIIII Illll Ill Ilill Nlll Ilfl Illi Please use the enclosed lockbox envelope to expedite yow payment This will assist us in processing your payment more efficiently. The Tax Collector's office is located at 120 Main Stmt, North Andovcr, IST PAYMENT RECEIPT VOUCHER Payment due by Aucrust0l, 2008 Amount Now Due: 3 21.9$ Your Preliminary Tag for the Filed Yc*aM heglnnina 1uly01, ZMS and -Edina tune 30, 2409 on the Reel Ewa ux descibed is as follows 'r'0aaa°tRV486 04164172272009000000000000000000000100017094000000002195013 LETTER OF TRANSMITTAL NpRT#t North Andover Health Department pE tta 400 Osgood Street North Andover, MA 01845 � 978.688.9540 - Phone 978.688.8476 - Fax healthdept(ii,townofnorthandover.com - E-mail �1 Ao''"*o www.townofnorthandover.com - Website Page of ss'�eHus� 1 TO: Daniel Ottenheimer DATE: lee COMPANY: FROM: Pamela elleChlaie, Health Dept. Assistant Mill River Consulting RE: Phone: 1.800.377.3044 or 978.282.0014 , Fax: 978.282.0012 We are sendinz _you: ;.mil Test OPlans for Review 0Other (fill in below ��'OPAV _. I'M M PJAWN. N F_ F174' , We, w/11FIR _W_ An / MA These are transmitted as checked below: OFor Review and comment OAs Requested OAs Required OFor Your Use REMARKS: COPY C SIGNED: COPY TO: Sep ej Uj i i : Uea nUK I H Hn1JUVER VDIEVIN 2/24/04 LOCATION OF SOIL TES 9786889542 BOARD OF HEALTH NORTH ANDOVER, MASS. 01845 978-688.9540 p.2 APPLICATION FOR SOIL TESTS REEL: MLot 6 Map 90A, Parcel 75 A Lot 9 Map 105A, Parcel 24 pts6 & 9 gunquit Road OWNER: Peter & Kerry Breen TEL.NO.: 978-687=7774 ADDRESS: 770 Boxford Street, North Andover ENGINEER: The Neve -Morin Group, Inc`fEL.NO.: 978-887-8586 CERTIFIED SOIL EVALUATOR: Greg H o c h m u t h Intended use of land: Residential Subdivision Single Family Home Commercial Is This: Repair testing Undeveloped lot testing X Upgrade for addition In the Lake Cochichewick Watershed? Yes No X THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 1. Proof of land ownership (Tax bill, deed, or letter from owner permitting tests) 2. Plot plan 3. Fee of $425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests . required for each disposal area. Fee of3$ 60.00 per lot for repairs or upgrades. GENERAL INFORMATION 1, only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. N.A. Conservation Commission Approval: Date Received: Check Amount: Check Date: 4il0� aA Ecru MAI Nom! k r 0. 1 •O�M ` S 78 333777777 •� 671.68' � 9 Jr 261,360 SF. 6.000 Acres CBA 1,5 Acres) i"Fro" OrLo Catwete ! fNodwd O'ii r•7ANVVM lJ f6d' f_ EGA Fad • . a eaat 1 t-fAky 0vr l w ' Ir 8E M/N�tTEO raat $ DiA. RUCO 1 � 1 � 1 17222' t5a.o0' ! ECSe Fnac Kerryu Petet A66 344ISme M 0) do i Rdw $ Parol�Ab, J440f 8) S! -� 4 �i an*,L Md c.c � Line tawa ' far, fibd Fnd t' Lb' L N 1 I �s•,o• w �� dsls•J1.OfM �.�._.� ,�•••• , EC•3� Fid a east tSMM ` .� �ppM eOrS7P.3 /000' Approval 0�.w"ir T•ha SUbdiVi3iD„ CMtrd LOW Not Required. p. .0n d i j 79 `"aP A ` f ,j }t Ji W arm, `�� • _ s4 �.. _ •., . •��,,.. Zoi►fd►►g Ohlr/c� R-2 Residence 2 Alit Asse"" 1 Mcp 90-A Pd 2 ! /A 105-A Pd 1 Lkww Error of Obsw t7t24 (C ,i' �/• �c oRo) D*wtfwd Error Of amra N 07-13- f2.0" E XerrlY ! peter Pwmetdkr— 6162.6J' !�. �.een CoorniAvb Systa►rr LG Pbn Alo► JNOf + 42765 PW jr A * l Catwete ! fNodwd O'ii r•7ANVVM lJ f6d' f_ EGA Fad • . a eaat 1 t-fAky 0vr l w ' Ir 8E M/N�tTEO raat $ DiA. RUCO 1 � 1 � 1 17222' t5a.o0' ! ECSe Fnac Kerryu Petet A66 344ISme M 0) do i Rdw $ Parol�Ab, J440f 8) S! -� 4 �i an*,L Md c.c � Line tawa ' far, fibd Fnd t' Lb' L N 1 I �s•,o• w �� dsls•J1.OfM �.�._.� ,�•••• , EC•3� Fid a east tSMM ` .� �ppM eOrS7P.3 /000' Approval 0�.w"ir T•ha SUbdiVi3iD„ CMtrd LOW Not Required. Oto L#W tea► field Trarv. 79 `"aP R096tration ! Kray k PI•eaiaJon...... f:?3,59f — `�� • _ s4 �.. _ •., . •��,,.. Zoi►fd►►g Ohlr/c� R-2 Residence 2 Alit Asse"" 1 Mcp 90-A Pd 2 ! /A 105-A Pd 1 Lkww Error of Obsw t7t24 H D*wtfwd Error Of amra N 07-13- f2.0" E Thomas K Neve Assoclat £nr��meer: — S xiv* r: — Led G �f7 Boston Rood — USft T f e/ Mbss tts Of9 Pwmetdkr— 6162.6J' CoorniAvb Systa►rr LG Pbn Alo► JNOf + 42765 i Page 1 of 1 DelleChiaie, Pamela From: Lisa LeVasseur [lisal@millriverconsulting.com] Sent: Monday, September 19, 2005 10:21 AM To: Sawyer, Susan; amcbrearty@millriverconsulting.com; DelleChiaie, Pamela; dano@miliriverconsulting.com Subject: soil test dates Hi there, The following soil tests are scheduled: Lots 5, 6, 9 gun September 20, 9:00 a.m. 6 Penni Lane, September 28, 9:00 a.m. Thanks! Lisa Lisa LeVasseur Mill River Consulting Your Complete Source for Onsite Wastewater Management 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com 9/19/2005 Town of North An�.over. Al' Health Dep'artxneift Date: Location: (Indicate Addre§s' if Residentiol, or Nagre of Business) Check #: Type of Permit or License: (Circle) > Animal $ > Dumpster $- > Food Service - Type. $ > Funera I Directors $ > Massage Establishment $ > Massage Practice $ > Offal (Septic) Hauler $ > Recreational Camp $ > SEP77C PERMITS: 0 -Septic Soil Testing - Ll Septic - Design Approval $ Ll Septic Disposal Works Construction (DWO $ Ll Septic Disposal Works Installers (DWI) $ > Sun tanning > Swimming Pool > Tobacco $ > TrashlSolid Waste Hauler > Well Construction $ > OTHER- (Indicate) M Health Agent Initials White - Applicant Yellow - Health Pink - Treasurer s SETTER OF TRANSMITTAL North Andover Health Department o� ND oTM 400 Osgood Street 3? e�� _ '^°'a �oL North Andover, MA 01845 0 978.688.9540 - Phone 978.688.8476 - Fax healthdept(a,townofnorthandover.com - E-mail www.townofnorthandover.com - Website Page of SS�+CHuS�� TO: Daniel Ottenheimer DATE: g AASlee r— COMPANY: FROM: Pamela 6efleChiaie, Health Dept. Assistant Mill River Consulting COPY TO: RE: Phone: 1.800.377.3044 or 978.282.0014 e Fax: 978.282.0012 We are sending you: ,V-8'oi1Test OPlans or Review OOther Orill in below) These are t-ra.i OFor Review and comment OAs Requested OAs Required OFor Your Use REMARKS: COPY TO: COPY TO: SIGNED: COPY TO: Sep ej u.i 1 t : Uea NUK I H HNUUVEK 9786889542 P.2 BOARD OF HEALTH • NORTH ANDOVER, MASS. 01845 978-688-9540 APPLICATION FOR SOIL TESTS DATE: 2/24/04 MAP 8t PA Lot 6 Map 90A, Parcel 75 Lot 9 105A, Parcel 24 LOCATION OF SOIL TESTS: Lots & 9 0 u n u i t Road OWNER: Peter & Kerry Breen IEL.NO.: 978-687-7774 ADDRESS:770 Boxford Street, North Andover ENGINEER: The Neve -Morin Group, Inc TEL.NO.: 978-887-8586 CERTIFIED SOIL EVALUATOR: Greg H o c h m u t h Intended use of land: Residential Subdivision Single Family Home Commercial Is This: Repair testing Undeveloped lot testing X Upgrade for addition In the Lake Cochicbewick Watershed? Yes No X THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 1. Proof of land ownership (Tax bill, deed, or letter from owner permitting tests) 2. Plot plan 3. Fee of $425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of $360.00 per lot for repairs or upgrades. GENERAL INFORMATION 1. Onlv Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval: Date Received: Check Amount: Cheek Date: