It is unlikely that any portions of the subject property would be classified as jurisdictional wetlands. The Manzanola series consists of very deep, well drained soils that formed in alluvial materials derived from sedimentary rock.
Manzanola soils are on fans, valley side slopes, drainageways, plains, and stream terraces. In a typical profile, the surface layer to a depth of five inches consists of grayish brown light clay loam. The upper part of the subsoil to a depth of 20 inches consists of brown or grayish brown clay loam, and the lower part of the subsoil to a depth of 30 inches consists of light yellowish brown clay loam.
The underlying material to a depth of 60 inches consists of pale yellow light clay loam. Runoff is medium to slow, and permeability is moderately slow to slow. The Renohill series consists of well drained soils that are moderately deep to soft bedrock. These soils formed in alluvium, colluvium, and residuum, and are located on bedrock controlled plateaus, alluvial fans, hills and ridges. In a typical profile, the surface layer to a depth of seven inches consist of light brownish or grayish brown clay loam.
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The upper part of the subsoil to a depth of 14 inches consists of light olive brown clay, and the lower part of the subsoil to a depth of 30 inches consists of light yellowish brown or light brownish gray clay loam. The underlying material to a depth of 60 inches consists of soft, calcareous shale with thin lenses of sandstone at 40 and 50 inches. The Stoneham series consists of very deep, well drained soils that formed in tertiary pedisediments and mixed eolian material and alluvium or similar age materials. Stoneham soils are on hills and plains and alluvial fans.
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In a typical profile, the surface layer to a depth of three inches consists of brown loam. The upper part of the subsoil to a depth of ten inches consists of grayish brown or pale brown clay loam, and the lower part of the subsoil to a depth of 27 inches consists of very pale brown loam. The underlying material to a depth of 60 inches consists of very pale brown loam.
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Runoff is high. Depth to the water table is generally between 10 to 20 below ground surface bgs. On the subject property, gradient is to the northwest, however, area gradient is to the northeast. This means the direction of flow for shallow groundwater is generally from higher elevations to lower elevations.
Localized flow direction may vary as a result of tide, rainfall, development, geologic characteristics, nearby surface water bodies, underground utilities such as storm drains, septic systems and sewers, or other influences such as the presence of high volume wells Geologic and Development Hazards Findings: Based on a review of the topographic map, no special hazards, such as sink holes, oil and gas wells, gravel pits, landfills or pipelines were indicated on the subject or adjacent properties.
No concerns related to surface water bodies, flood plains or wetlands were noted.
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Recommendations: No information was obtained or observations made that would warrant additional actions or investigation with regard to Floodzones, Wetlands or other Geologic or Developmental Hazards; therefore, no further study or action is recommended at this time. The assessment was designed to provide an objective, independent, professional opinion of the potential environmental risks, if any, associated with the subject property. The purpose of this environmental assessment was to identify recognized environmental conditions at the subject property.
Recognized environmental conditions means the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release or a material threat of a release of any hazardous substances or petroleum products into structures on the property or into the ground, groundwater, or surface water of the property. The term includes hazardous substances or petroleum products even under conditions in compliance with laws. The term is not intended to include de minimis conditions that generally do not pose a material risk of harm to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate government agencies.
The methodology for each environmental assessment must follow the requirements of the Freddie Mac Guide for scope, protocol and issue resolution. Each environmental report must include information disclosed by a comprehensive inspection of the Property. This inspection and the report documentation must meet the requirements of the Freddie Mac Guide.
For every recognized environmental condition that is identified, the consultant must provide a suggested remedy and cost for remediation or indicate if further study is needed. If costs cannot be identified without further analysis, the consultant must identify the scope of the analysis recommended as well as the estimated cost of such analysis.