Attachment_F_Marshville_Road_Septic_Test_Pit_Logs.pdf

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Design/Build Construction of Jonesport Housing Development, Harrington, Maine
Solicitation number
70Z04718RJNPTHG
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Final_Amendment_0010.pdf PDF
Final_Amendment.pdf PDF
Final_Amendment_0008.pdf PDF
Attachment_K_Jonesport_Housing_NEPA_EA_(Final_-_Complete_Document)(Jan_2018).pdf PDF
Final_Amendment_0007.pdf PDF
_4490913_Final_Bookedmarked_Signed-April_2018.pdf PDF
JONESPORT_C101_10JULY17.dwg DWG drawing
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Amendment_0005.pdf PDF
Final_Amendment_0004.pdf PDF
Residential_WD.pdf PDF
Heavy_WD.pdf PDF
Extention_Amendment.pdf PDF
120117_Amendment_0002.pdf PDF
Appendix_N-Individual_Space_Criteria_Sheets.pdf PDF
Solicitation_JONESPORT_HOUSING_FBOPost.pdf PDF
Attachment_B_Mill_River_Road_Hydrogeologic_Report_FINAL_(1).pdf PDF
Attachment_G_Marshville_Road_Septic_Test_pits.pdf PDF
Appendix_B_-ElectDeliv-Sept2012.pdf PDF
Attachment_C__Marshville_Road_Hydrogeologic_Report_FINAL.pdf PDF
Appendix_O__Roof_Design.pdf PDF
Attachment_E_Mill_River_Road_Test_Pits.pdf PDF
Attachment_A_Final_Home_InspectReport_Marshville_Road_and_Mill_River_Rd_Harrington,_ME.pdf PDF
Appendix_J-_O&M_-_Part_3_SAM_Job_Plan.pdf PDF
Appendix_C_-FDCC_File_Naming-SEP_2014.pdf PDF
Appendix_D_-_Design_Narrative-Sept2012.pdf PDF
Attachment_D_Mill_River_Road_Septic_Test_Pit_Logs.pdf PDF
Appendix_H-_O&M_-_Part_1_Uniforma_Means_SAMS_Correlation_Crosswalk_Table1.pdf PDF
Appendix_P_BSD-135_Ice_Dams.pdf PDF
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Appendix_Q_Radon_tipsheet.pdf PDF
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Attachment_H_3.3.a-c_Natural_Resources_353_Mill_River_Rd_FINAL_06-13-17.pdf PDF
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Appendix_E_-_Industry_Standards_for_Const_Docs-Sept2012.pdf PDF
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Attachment_I_3.3.a-c_Natural_Resources_363_Marshville_Rd_FINAL_06-09-17.pdf PDF
Appendix_I-_O&M_-_Part_2_Equipment_Enrollment_Table2.pdf PDF
Appendix_F_-_Govt-Design_Review-xx-xx-2012.pdf PDF
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_4490913_Final_Bookedmarked_Revised-06Nov2017.pdf PDF
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Texture Consistency Color Mottling

" Depth of organic horizon above mineral soil

Limiting Factor

Test PitObservation Hole #

D ep th b el ow m in er al s oi l s ur fa ce in ch es

Slope

Percent

Soil Classification

Profile Condition Depth

Restrictive Layer

Bedrock

Groundwater

Boring

Texture Consistency Color Mottling

" Depth of organic horizon above mineral soil

Limiting Factor

Test PitObservation Hole #

D ep th b el ow m in er al s oi l s ur fa ce in ch es

Slope

Percent

Soil Classification

Profile Condition Depth

Restrictive Layer

Bedrock

Groundwater

Boring

Texture Consistency Color Mottling

" Depth of organic horizon above mineral soil

Limiting Factor

Test PitObservation Hole #

D ep th b el ow m in er al s oi l s ur fa ce in ch es

Slope

Percent

Soil Classification

Profile Condition Depth

Restrictive Layer

Bedrock

Groundwater

Boring

Texture Consistency Color Mottling

" Depth of organic horizon above mineral soil

Limiting Factor

Test PitObservation Hole #

D ep th b el ow m in er al s oi l s ur fa ce in ch es

Slope

Percent

Soil Classification

Profile Condition Depth

Restrictive Layer

Bedrock

Groundwater

Boring

INVESTIGATOR INFORMATION AND SIGNATURE

Licensed Site Evaluator Certified Geologist

Title:

Name Printed/typed:

Signature:

Other:

Cert/Lic/Reg.#

Date:

SOIL PROFILE / CLASSIFICATION INFORMATION

weet Associates 155 Gray Road, Falmouth, ME - ph: 207.797.2110 - fax: 207.878-2364

Project Name:

S Project Location (municipality):

DETAILED DESCRIPTION OF SUBSURFACE

CONDITIONS AT PROJECT SITES

Applicant Name:

PAGE _____ OF _____

Certified Soil Scientist

U.S. Coast Guard U. S. Coast Guard 363 Marshville Road, Harrington

1 3

Richard A. Sweet 034 04/10/2017

Limit of Excavation at 37 inches

24"3 2-6B

Olive Brown

Dark Brown

Sandy Loam

Friable

TP-1

Firm

Limit of Excavation at 38 inches

27"3 5-10B

Gray

Dark Brown

Sandy Loam Friable

TP-2

Firm

Limit of Excavation at 40 inches

29"3 10-15B

Gray

Dark Brown

Friable

TP-3

Sandy Loam

Firm Limit of Excavation at 27 inches

7"3 2-6E

Common Distinct

OliveSandy Loam

Friable

TP-4

Firm

Gray

Reddish Brown

Olive

Reddish Brown

Limiting Factor

Test PitObservation Hole #

D ep th b el ow m in er al s oi l s ur fa ce in ch es

Slope

Percent

Soil Classification

Profile Condition Depth

Restrictive Layer

Bedrock

Groundwater

Boring

Texture Consistency Color Mottling

" Depth of organic horizon above mineral soil

Limiting Factor

Test PitObservation Hole #

D ep th b el ow m in er al s oi l s ur fa ce in ch es

Slope

Percent

Soil Classification

Profile Condition Depth

Restrictive Layer

Bedrock

Groundwater

Boring

Texture Consistency Color Mottling

" Depth of organic horizon above mineral soil

Limiting Factor

Test PitObservation Hole #

D ep th b el ow m in er al s oi l s ur fa ce in ch es

Slope

Percent

Soil Classification

Profile Condition Depth

Restrictive Layer

Bedrock

Groundwater

Boring

Texture Consistency Color Mottling

" Depth of organic horizon above mineral soil

Limiting Factor

Test PitObservation Hole #

D ep th b el ow m in er al s oi l s ur fa ce in ch es

Slope

Percent

Soil Classification

Profile Condition Depth

Restrictive Layer

Bedrock

Groundwater

Boring

INVESTIGATOR INFORMATION AND SIGNATURE

Licensed Site Evaluator Certified Geologist

Title:

Name Printed/typed:

Signature:

Other:

Cert/Lic/Reg.#

Date:

SOIL PROFILE / CLASSIFICATION INFORMATION

weet Associates 155 Gray Road, Falmouth, ME - ph: 207.797.2110 - fax: 207.878-2364

Project Name:

S Project Location (municipality):

DETAILED DESCRIPTION OF SUBSURFACE

CONDITIONS AT PROJECT SITES

Applicant Name:

PAGE _____ OF _____

Certified Soil Scientist

U.S. Coast Guard U. S. Coast Guard 363 Marshville Road, Harrington

2 3

Richard A. Sweet 034 04/10/2017

Limit of Excavation at 30 inches

7"5 2-6E

Olive

Brown

Loamy Sand Friable

TP-5

Limit of Excavation at 41 inches

23"3 5-10B

Olive Gray

Dark Brown

Sandy Loam Friable

TP-6

Firm

Limit of Excavation at 36 inches

24"3 5-10B

Olive

Dark Brown

Friable

TP-7

Sandy Loam

Firm Limit of Excavation at 27 inches

12"7 5-10D

Common Distinct

Sandy Loam Friable

TP-8

Firm

Reddish Brown

Reddish Brown

Common Faint

Silty Clay Loam

Brown

Reddish Brown

Olive

Limiting Factor

Test PitObservation Hole #

D ep th b el ow m in er al s oi l s ur fa ce in ch es

Slope

Percent

Soil Classification

Profile Condition Depth

Restrictive Layer

Bedrock

Groundwater

Boring

Texture Consistency Color Mottling

" Depth of organic horizon above mineral soil

Limiting Factor

Test PitObservation Hole #

D ep th b el ow m in er al s oi l s ur fa ce in ch es

Slope

Percent

Soil Classification

Profile Condition Depth

Restrictive Layer

Bedrock

Groundwater

Boring

Texture Consistency Color Mottling

" Depth of organic horizon above mineral soil

Limiting Factor

Test PitObservation Hole #

D ep th b el ow m in er al s oi l s ur fa ce in ch es

Slope

Percent

Soil Classification

Profile Condition Depth

Restrictive Layer

Bedrock

Groundwater

Boring

Texture Consistency Color Mottling

" Depth of organic horizon above mineral soil

Limiting Factor

Test PitObservation Hole #

D ep th b el ow m in er al s oi l s ur fa ce in ch es

Slope

Percent

Soil Classification

Profile Condition Depth

Restrictive Layer

Bedrock

Groundwater

Boring

INVESTIGATOR INFORMATION AND SIGNATURE

Licensed Site Evaluator Certified Geologist

Title:

Name Printed/typed:

Signature:

Other:

Cert/Lic/Reg.#

Date:

SOIL PROFILE / CLASSIFICATION INFORMATION

weet Associates 155 Gray Road, Falmouth, ME - ph: 207.797.2110 - fax: 207.878-2364

Project Name:

S Project Location (municipality):

DETAILED DESCRIPTION OF SUBSURFACE

CONDITIONS AT PROJECT SITES

Applicant Name:

PAGE _____ OF _____

Certified Soil Scientist

U.S. Coast Guard U. S. Coast Guard 363 Marshville Road, Harrington

3 3

Richard A. Sweet 034 04/10/2017

Limit of Excavation at 34 inches

15"3 5-10B

Olive

Brown

Sandy Loam

Friable

TP-9

Limit of Excavation at 39 inches

22"3 5-10B

Olive

Dark Brown

Sandy Loam Friable

TP-10

Firm

15"9 0-3C

Olive

Dark Brown Friable

TP-11

Silt Loam Firm

13"8 0-3D

Common Prominent

Friable

TP-12

Firm

Reddish Brown

Gray

Brown

Reddish Brown

Olive

Firm

Reddish Brown

Fine Sandy Loam

Common Distinct

Fine Sandy Loam

Silt Loam

Soil Logs Marshville Road 1
Soil Logs Marshville Road 2
Soil Logs Marshville Road 3
Soil Logs Mill River Road 6
Soil Logs Mill River Road 7

File details come from the government source that posted it. Updated .