Attachment_D_Mill_River_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
JONESPORT_C100_10JULY17.dwg DWG drawing
Amendment_0006.pdf PDF
SBSP.pdf PDF
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
Appendix_H-_O&M_-_Part_1_Uniforma_Means_SAMS_Correlation_Crosswalk_Table1.pdf PDF
Appendix_P_BSD-135_Ice_Dams.pdf PDF
Appendix_A-ComputerGenDrwgs-Sept2012.pdf PDF
Appendix_Q_Radon_tipsheet.pdf PDF
Appendix_G-_DS(1)_Design_Submission_Transmittal_Form.pdf PDF
Appendix_K_-Exterior_Wall_Detail.pdf PDF
Attachment_H_3.3.a-c_Natural_Resources_353_Mill_River_Rd_FINAL_06-13-17.pdf PDF
Appendix_R_-_PMDS-STA_Jonesport_RecapitalizeFamilyHousing.pdf PDF
Appendix_E_-_Industry_Standards_for_Const_Docs-Sept2012.pdf PDF
Attachment_F_Marshville_Road_Septic_Test_Pit_Logs.pdf PDF
Attachment_J_Final_USCG_Harrington_HBMS_Report_2017-10-16.pdf PDF
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
Appendix_M-_LEED_for_HOMES.pdf PDF
_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 353 Mill River Road, Harrington

1 7

Richard A. Sweet 034 04/10/2017

Limit of Excavation at 29 inches

10"9 2-6D

Common DistinctGray

Dark BrownSilt Loam Friable

TP-1

Silty Clay Loam Firm

Limit of Excavation at 25 inches

9"9 2-6D

Common DistinctGray

Dark BrownSilt Loam Friable

TP-2

Silty Clay Loam Firm

Limit of Excavation at 24 inches

7"9 2-6E

Common DistinctGray

Dark BrownSilt Loam Friable

TP-3

Silty Clay Loam Firm

Limit of Excavation at 28 inches

9"9 2-6D

Common DistinctGray

Dark BrownSilt Loam Friable

TP-4

Silty Clay Loam Firm

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 353 Mill River Road, Harrington

2 7

Richard A. Sweet 034 04/10/2017

Limit of Excavation at 18 inches

6"9 2-6E

Common Distinct

Gray

Dark BrownSilt Loam Friable

TP-5

Silty Clay Loam

Firm

Limit of Excavation at 18 inches

3"9 2-6E

Common Distinct

Gray

Dark BrownSilt Loam Friable

TP-6

Silty Clay Loam Firm

Limit of Excavation at 15 inches

3"9 2-6E

Common DistinctGray

TP-7

Silty Clay Loam

Firm

2"9 2-6E

Common DistinctGray

TP-8

Silty Clay Loam Firm

Dark BrownSilt Loam Friable Dark BrownSilt Loam Friable

Limit of Excavation at 20 inches

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 353 Mill River Road, Harrington

3 7

Richard A. Sweet 034 04/10/2017

Limit of Excavation at 18 inches

4"9 2-6E

Common DistinctGray

TP-9

Silty Clay Loam

Firm

Limit of Excavation at 15 inches

4"9 2-6E

Common DistinctGray

Dark BrownSilt Loam Friable

TP-10

Silty Clay Loam Firm

Limit of Excavation at 15 inches

6"9 2-6E

Common DistinctGray

TP-11

Silty Clay Loam Firm

6"9 2-6E

Common DistinctGray

TP-12

Silty Clay Loam

Firm

Dark BrownSilt Loam Friable

Limit of Excavation at 20 inches

Dark BrownSilt Loam Friable

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 353 Mill River Road, Harrington

4 7

Richard A. Sweet 034 04/10/2017

Limit of Excavation at 24 inches

9"9 2-6D

Common DistinctGray

Dark BrownSilt Loam Friable

TP-13

Silty Clay Loam Firm

Limit of Excavation at 14 inches

7"9 2-6E

Common DistinctGray

Dark BrownSilt Loam Friable

TP-14

Silty Clay Loam Firm

Limit of Excavation at 24 inches

6"9 2-6E

Common DistinctGray

Dark BrownSilt Loam Friable

TP-15

Silty Clay Loam Firm

Limit of Excavation at 28 inches

6"9 2-6E

Common DistinctGray

TP-16

Silty Clay Loam Firm

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 353 Mill River Road, Harrington

5 7

Richard A. Sweet 034 04/10/2017

Limit of Excavation at 20 inches

9"9 2-6D

Common DistinctGray

Dark BrownSilt Loam Friable

TP-17

Silty Clay Loam

Firm

Limit of Excavation at 18 inches

3"9 2-6E

Common DistinctGray

Dark BrownSilt Loam Friable

TP-18

Silty Clay Loam Firm

Limit of Excavation at 22 inches

9"9 2-6D

Common DistinctGray

Dark BrownSilt Loam Friable

TP-19

Silty Clay Loam Firm

Limit of Excavation at 20 inches

9 2-6D

Common DistinctGray

TP-20

Silty Clay Loam Firm

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 353 Mill River Road, Harrington

6 7

Richard A. Sweet 034 04/10/2017

Limit of Excavation at 20 inches

10"9 2-6D

Common DistinctGray

Dark Brown to

Olive Silt Loam Friable

TP-21

Silty Clay Loam Firm

Limit of Excavation at 21 inches

7"9 2-6E

Common DistinctGray

Dark BrownSilt Loam Friable

TP-22

Silty Clay Loam Firm

Limit of Excavation at 23 inches

13"9 2-6D

Common DistinctGray

Dark BrownSilt Loam Friable

TP-23

Silty Clay Loam Firm

Limit of Excavation at 18 inches

9 2-6D

Common DistinctGray

TP-24

Silty Clay Loam

Firm

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 353 Mill River Road, Harrington

7 7

Richard A. Sweet 034 04/10/2017

Limit of Excavation at 24 inches

3"9 2-6E

Common DistinctGray

Dark BrownSilt Loam Friable

TP-25

Silty Clay Loam

Firm

Soil Logs Mill River Road 1
Soil Logs Mill River Road 2
Soil Logs Mill River Road 3
Soil Logs Mill River Road 4
Soil Logs Mill River Road 5
Soil Logs Mill River Road 6
Soil Logs Mill River Road 7
353 Mill River Road WW Disposal Eval 2017-10-06_Test Pit Logs.pdf
USCG Harrington Subsurface Wastewater Disposal Evaluation
Site Plan with Test Pit Locations
Test Pit Logs

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