HomeMy WebLinkAboutMiscellaneous - Lot 24 Boxford Streetr
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Neve-MorinT
Group, Inc.
August 6, 2008
Ms. Susan Sawyer, R.S./R.E.H.S.
Health Director
1600 Osgood Street
North Andover, MA 01845
Re: Lot 24, Boxford Street (Map 105A, Parcel 24)
Dear Ms. Sawyer:
RECEIVED
AUG 1 1 2008
TOWN OF/TM OVER
HEALTH D4 —
Please find enclosed copies of the soil evaluation forms and a sketch plan showing the location
for the soil testing that was conducted at the above -referenced property on August 5, 2008.
If you should have any questions regarding any of this information please do not hesitate to
contact our office.
Sincerely,
THE NEVE-MORIN GROUP, INC.
_A 0-�o4v44—
Greg J. Hochmuth, R.S.
Environmental Planner
GJH/kmm
Enclosures
cc: Peter & .Kerry Breen
F:`.KATHYM\Breen 684\Lct 24`•.NABH Ltr Soil Eval Forms.doc
ENGINEERS • SURVEYORS • 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
No. 684.2,4
FORM 11— SOIL EVALUATOR FORM
Pagel of 3
Commonwealth of Massachusetts
North Andover, Massachusetts
Date: 8/6/08
Soil Suitability Assessment for On-site Sewaze Disposal
Performed By: Greg Hochmuth Date: 8/5/08
Witnessed By: Isaac Rowe Date: 8/5/08
Location Address or Owner's Name Peter & Kerry Breen
Lot # Lot 24 Boxford Street Address and 770 Boxford Street
(Formerly Lot 9 Ogunquit) North Andover, MA 01845
(Map 105A, Parcel 24)
Telephone # 978-687-7774
New Construction 0 Repair
Office Review
Published Soil Survey Available: No = Yes 0
Year Published 1981 Publication Scale V= 1320'
Drainage Class B Soil Limitations
Surficial Geologic Report Available: No 0
Year Published Publication Scale
Geologic Material (Map Unit)
Landform Kame
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 0 Below Normal
Other References Reviewed:
Soil Map Unit CcC
FORM 11 — SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. Lot 24 Boxford Street (Formerly Lot 9 Ogunquit Road )
On -Site Review
Deep Hole Number 08-1 Date 8/5/08 Time 9:00 am Weather Sunny 70T
Location (identify on site plan) See Plan
Land Use Residential Slope (%) 0-3 Surface Stones Few
Vegetation Scant
Landform Ground Moraine
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
NA 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: 110" Weeping from Pit Face: 110".
Estimated Seasonal High Ground Water: 28"
DEP APPROVED FORM —12/7/95
DocumenC
DocumenU
Depth from
Surface (Inches)
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
Other
(Structure, Stones, Bounders,
Consistency, % Gravel
0-28"
28-114"
Fill
C
-
LS
-
2.5Y5/6
Yes
ESHWT @ 28
*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: 110" Weeping from Pit Face: 110".
Estimated Seasonal High Ground Water: 28"
DEP APPROVED FORM —12/7/95
DocumenC
DocumenU
I
FORM 11— SOIL EVALUATOR FORM
Page 3a of 3
Location Address or Lot No. Lot 24 Boxford Street (Formerly Lot 9 Ogunquit Road)
Determination for Seasonal Hirh Vater Table
OP 08-1
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 28 inches
Groundwater adjustment feet
Index Well Number
Adjustment factor
Reading Date
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 11/13/03 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 g 1 d og
DEP APPROVED FORM — 12/7/95 Document6
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