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Home My WebLink About2020 NOI with Plan 5.7.20Important: When filling out forms on the computer, use only the tab key to moue your cursor - do not use the return key Note. Before completing this form consukt your local Conservation Commission regarding any municipal bylaw or ordinance. 4 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 — Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 YARMOUTH Town of Yarmouth Wetland By -Law, Chapter 143 City/Town A. General Information 1 Project Location (Note: electronic filers will click on button to locate project site) 1069 Great Island Road West Yarmouth a. Street Address b. City/Town Latitude and Longitude' d. Latitude 2 8 f. Assessors Map/Plat Number 2. Applicant: Andrew & Cynthia a. First Name c. organization PO Box 395 d. Street Address Bedminster e. CityfTown g. Parcel /Lot Number Richards b. Last Name NJ f. State 02673 c. Zip Code e. Longitude 07921 g. Zip Code h. Phone Number i. Fax Number t, tmau nooress 3. Property owner {required if different from applicant}: ❑ Check if more than one owner a. First Name o. Las[ Norrie Andrew Richards &CYnt_hia Richards Trustees of the_ 1069 Great Island Road Realty Trust T c. organization Pa Box 395 d. Street Address Bedminster e. City/Town NJ f. State h. Phone Number i. Fax Number j. Email address 4. Representative (if any): Robert Perry 61 a. First Name b. Last Name Cape Cod Engineering, Inc. c. Company PO Box 1517 07921 g. Zip Code d. Street Address East Dennis MA 02641 e. CityfTown f. State g. Zip Code 508-385-1445 508-385-1446 bob erry capecod.net h. Phone Number i, Fax Number j. Email address Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): $610.50 $292.50 $317.50 a. Total Fee Paid b. State Fee Paid c. City/Town Fee Paid wpaform1doc • rev. 2/8/2018 Page 1 of 9 Massachusetts Department of Environmental Protection \ Bureau of Resource Protection - Wetlands WPA Form 3 — Notice of Intent _ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town of Yarmouth Wetland By -Law, Chapter 143 A. General Information (continued) 6. General Project Description! 4 Provided by MassDEP: MassDEP File Number Document Transaction Number YARMOUTH Citylrown Demolition and construction of a single family dwelling and appurtenant site work within 100 ft. of coastal wettand resources; re -construction of beach access stairs 7a. Project Type Checklist: (Limited Project Types see Section A. 7b.) 1 _ ® Single Family Home 3. ❑ Commercial/Industrial 5. ❑ Utilities 7. ❑ Agriculture (e.g., cranberries, forestry) 9. ❑ Other 2. ❑ Residential Subdivision 4. ❑ Dock/Pier 6. ❑ Coastal engineering Structure a. ❑ Transportation 7b. Is any portion of the proposed activity eligible to be treated as a limited project (including Ecological Restoration Limited Project) subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? 1. ❑ Yes ® No If yes, describe which limited project applies to this project. (See 310 CMR 10.24 and 10.53 for a complete list and description of limited project types) 2. Umited Project Type tf the proposed activity is eligible to be treated as an Ecological Restoration Limited Project (310 CMR10.24(8), 310 CMR 10, 53(4)), complete and attach Appendix A: Ecological Restoration Limited Project Checklist and Signed Certification. 8. Property recorded at the Registry of Deeds for: Barnstable a. County C- Book Cif# 206487 Lot 30 LCP 4075-J b. Certificate S of registered land) d. Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. ❑ Buffer Zone Only — Check if the project is located only in the Buffer zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. ❑ Inland Resource Areas (see 310 CMR 14.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design of location. wpafofm3.doc • rev. 2I8t2018 Page 2 of 9 4 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP Fiie Number Lill WPA Form 3 — Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 YARMOUTH Town of Yarmouth Wetland By -Law, Chapter 143 cityrrown ❑ 25 ft. - Designated Densely Developed Areas only ❑ 100 ft. - New agricultural projects only ❑ 200 ft. - Ali other projects 3. Total area of Riverfront Area on the site of the proposed project: square feet 4, Proposed alteration of the Riverfront Area: a. total square feet b. square feet within 100 ft. c. square feet between 100 R. and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOi? ❑ Yes[:] No 6. Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes ❑ No 3. ® Coastal Resource Areas: (See 310 CMR 10.25-10.35) Note: for coastal riverfront areas, please complete Section 8.2.f. above. wpaform3.doc -rev. 2/8/2018 Page 3 of 9 B. Buffer Zone & Resource Area Impacts (temporary S permanent) (cont'd) Resource Area Size of Proposed Alteration Proposed Replacement (if anD a. ❑ Bank 1. linear feet 2. linear feet For all projects affecting other b. ❑ Bordering vegetated Resource Areas. Wetland 1. square feet 2. square feet please attach a narrative c. ❑ Land Under 1. square feet 2. square feet explaining how Waterbodies and the resource Waterways area was 3. cubic yards dredged delineated. Resource Area Size of Proposed Alteration Proposed Replacement (if any) d. ❑ Bordering Land Subject to Flooding 1. square feet 2. square feet 3. cubic feet of flood storage lost 4. cubic feet replaced e. ❑ Isolated Land Subject to Flooding 1. square feet 2. cubic feet of flood storage lost 3. cubic feet replaced r. ❑ Riverfront Area 1. Name of Waterway (if available) - specify coastal or inland 2. Width of Riverfront Area {check one): ❑ 25 ft. - Designated Densely Developed Areas only ❑ 100 ft. - New agricultural projects only ❑ 200 ft. - Ali other projects 3. Total area of Riverfront Area on the site of the proposed project: square feet 4, Proposed alteration of the Riverfront Area: a. total square feet b. square feet within 100 ft. c. square feet between 100 R. and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOi? ❑ Yes[:] No 6. Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes ❑ No 3. ® Coastal Resource Areas: (See 310 CMR 10.25-10.35) Note: for coastal riverfront areas, please complete Section 8.2.f. above. wpaform3.doc -rev. 2/8/2018 Page 3 of 9 4 Massachusetts Department of Environmental Protection Provided by MassDEP- Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3— Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 YARMOUTH Town of Yarmouth Wetland By -Law, Chapter 143 Cltyrrown B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) 1, cubic yards dredged 1. ® Land Subject to So Coastal 5lorm Flowage 1. square feet 4. ❑ Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or 8.3.h above, please enter the additional amount here. a. square feet of BVW b. square feet of Salt Marsh 5. ❑ Project Involves Stream Crossings a. number of new stream crossings b. number of replacement stream crossings wpaform3.doc • rev. 2/8/2018 Page 4 of 9 Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: Include your Resource Area Size of Proposed Alteration Proposed Replacement (if any) document transaction a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below number (provided on your receipt page) b. ❑ Land Under the Ocean 1. square feet with all supplementary information you 2. cubic yards dredged submit to the Department. c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. ❑ Coastal Beaches 1. square feet 2. cubic yards beach nourishment e. ❑ Coastal Dunes 1. square feet 2. cubic yards dune nourishment Size of Proposed Alteration Proposed Replacement (if any) f. ® Coastal Banks 4 1. linear feet g. ❑ Rocky Intertidal Shores 1. square feet h. ❑ Salt Marshes 1. square feet 2. sq ft restoration, rehab., creation i. ❑ Land Under Salt Ponds 1. square feet 2. cubic yards dredged j. ❑ Land Containing Shellfish 1. square feet k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Ladd Under Waterbodies and Waterways, above 1, cubic yards dredged 1. ® Land Subject to So Coastal 5lorm Flowage 1. square feet 4. ❑ Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or 8.3.h above, please enter the additional amount here. a. square feet of BVW b. square feet of Salt Marsh 5. ❑ Project Involves Stream Crossings a. number of new stream crossings b. number of replacement stream crossings wpaform3.doc • rev. 2/8/2018 Page 4 of 9 4"7 Massachusetts Department of Environmental Protection Provided by MassDEP; Bureau of Resource Protection - Wetlands MassDEP Fife Number WPA Form 3 — Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town of Yarmouth Wetland By -Law, Chapter 143 C. Other Applicable Standards and Requirements 4 Document Transaction Number YARMOUTH City/Town ❑ This is a proposal for an Ecological Restoration Limited Project. Skip Section C and complete Appendix A: Ecological Restoration Limited Project Checklists — Required Actions (310 CMR 10.11), Streamlined Massachusetts Endangered Species Act(Wetlands Protection Act Review 1- is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State -Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)? To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://maps.massgis-state-ma.us/PRI EST HABfviewer.htm. a. ❑ Yes ® No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered species Program Division of Fisheries and Wildlife Massgis online 1 Rabbit Hill Road b. Date of map Westborough, MA 01581 If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18)- To qualify for a streamlined, 30 -day, M E SAIWetl and$ Protection Act review, please complete Section C.1.c, and include requested materials with this Notice of Intent (N01); OR complete Section C -2-f, if applicable. If MESA supplemental information is not included with the NO/, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review (unless noted exceptions in Section 2 apply, see below). c. Submit Supplemental Information for Endangered Species Review. 1. ❑ Percentagetacreage of property to be altered: (a) within wetland Resource Area {b} outside Resource Area percentagelacreage percentagelacreage 2. ❑ Assessor's Map or right-af-way plan of site 2. ❑ Project plans for entire project site, including wetland resource areas and areas outside of Wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation dearing line, and clearty demarcated limits of work - (a) ❑ Project description {including description of impacts outside of wetland resource area & buffer zone} (b) ❑ Photographs representative of the site • Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review (see bttpalwww.mass.vleealagenciesldfgldfwlnatural-heritagelregulatory-reviewl). Priority Habitat includes habitat for state -listed plants and strictly upland species not protected by the Wetlands Protection Act- -• MESA projects may not be segmented (321 CMR 10.16). The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. wpaform3-doc • rev. 2/8/1018 Page 5 of 9 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassdEP File Number WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town of Yarmouth Wetland By -Law, Chapter 143 4 Document Transaction Number YARMOUTH CitylTown C. Other Applicable Standards and Requirements (cont'd) (c) ❑ MESA filing fee (fee information available at http;llwww.mass. gov/dtwele/dWrihesp/requilatory reviewlmesalmesa fee schedule.htm . Make check payable to "Commonwealth of Massachusetts - NHESP" and mail to NHESP at above address Projects altering 10 or more acres of Ian d, also submit. - (d) ❑ Vegetation cover type map of site tel ❑ Project plans showing Priority & Estimated Habitat boundaries (f} OR Check One of the Following 1. ❑ Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, httq:llwww.mass,govldfweleldfwJnhesplre�ulatory reviewlmesalmesa exemptions.htm; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. ❑ Separate MESA review ongoing. a. NHESP Tracking # b. Date submitted to NHESP 3. ❑ Separate MESA review completed. Include copy of NHESP "no Take" determination or valid Conservation & Management Permit with approved plan. 3. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. ❑ Not applicable — project is in inland resource area only b. ❑ Yes ® No If yes, include proof of mailing, hand delivery, or electronic delivery of NO1 to either. South Shore - Cohasset to Rhode Island border, and the Cape & Islands: Division of Marine Fisheries - Southeast Marine Fishedes Station Attn: Environmental Reviewer 836 South Rodney French Blvd. New Bedford, MA 02744 Email: DMF.EnvReview-South state.ma.us North Shore - Hull to New Hampshire border: Division of Marine Fisheries - North Shore office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 Email: DMF.EnvReview-NorthAstate.ma.us Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional Office. wpaform 3.doc - rev. 2/8/2018 Page 6 of 9 4 Massachusetts Department of Environmental Protection provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 - Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. C. 131, §40 YARMOUTH Town of Yarmouth Wetland By -Law, Chapter 143 Cityfrown D. Additional Information (cont'd) 3. ❑ Identify the method far BVW and other resource area boundary delineations (Mass DEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4.0 List the titles and dates for all plans and other materials submitted with this NOI. Topographic Plan showing Proposed Raze and Repiacement of an Existing Dwelling at 1069 Great Island Road, West Yarmouth Cape Cod Engineering, Inc. Robert M. Perry P.E. b. Prepared By c. Signed and Stamped by 5/7/2020 As noted d. Final Revision Date e. Stale f. Additional Plan or Document Title g. Date 5. ❑ if there is more than one property owner, please attach a list of these property owners not listed on this form. 6. ❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. ❑ Attach proof of mailing for Massachusetts Diwsion of Marine Fisheries, if needed - 20 9.❑ E. Fees Attach NO1 Wetland Fee Transmittal Form Attach Stormwater Report, if needed. t. ❑ Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NO1 Wetland Fee Transmittal Form) to confirm fee payment: 1329 2. Municipal Check Number 1328 _ 4, State Check Number Cape Cod Engineering, Inc. 6. Payor name on check: First Name 51612020 3. Check date 5/6/2024 5, Check date 7. Payor name on check: Last Name wpaform3.doc • rev. 2!812015 Page a of 9 Massachusetts Department of Environmental Protection ProvldedbyMassDEP: Bureau of Resource Protection - Wetlands MQssDEP File Number WPA Form 3 — Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town of Yarmouth Wetland By -Law, Chapter 143 F. Signatures and Submittal Requirements 4 Document Transaction Number YARMOUTH Cityrf awn I hereby certify under the penalties of perjury that the foregoing Notice of intent and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I understand that the Conservation Commission will place notification of this Notice in a local newspaper at the expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G.L. c. 131, § 44. Notice must be made by Certificate of Mailing or in writing by hand delivery or certified mail (return receipt requested) to all abutters within 100 feet of the property line of the project location. Signature of Applicant 3. Signature of Property Owner 5. Signature of I/ z `7 I �- - 2. Date — 4. Date 6. Date For Conservation Commisslon: Two copies of the completed Notice of Intent (Form 3), including supporting plans and documents, two copies of the NO[ Wetland Fee Transmittal Form, and the city/town fee payment, to the Conservation Commission by certified mail or hand delivery. For MassDEP: One copy of the completed Notice of Intent (Form 3), including supporting pians and documents, one copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassIDEP Regional Office (see Instructions) by certified mail or hand delivery. Other: If the applicant has checked the "yes" box in any part of Section C, Item 3, above, refer to that section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. wpaform3.doc • rev. 21812018 Page 9 of 9 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Nal Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M. G, L. c. 131, §40 e. Cityfiown West Yarmouth b- Cityfrown $292.50 d. Fee amount Richards b- Last Name NJ f. State 07921 g. Zip Code h. Phone Number i. Fax Number j. Email Address 3. Property Owner (if different): a. First Name b- Last Name Andrew Richards & Cynthia Richards Trustees of the 1069 Great island Realty Trust c. organization P❑ Box 395 d. Mailing Address Bedminster NJ 07921 e- City/Town f. State g- Zip Code h. Phone Number i. Fax Number j. Email Address To calculate B. Fees filing fees, refer feethe category Fee should be calculated using the foilowin process & worksheet Please see Instructions before fee list and 9 � examples in the filling out worksheef. instructions for filling out WPA Step 1IType of Activity: Describe each type of activity that wilt occur in wetland resource area and buffer zone - Form 3 (Notice of Intent). Step 21Number of Activities. Identify the number of each type of activity - Step 3l11ndividual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2) times the fee per category (identified in Step 3) to reach a subtotal fee amount. Note. If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be multiplied by 1-5 and then added to the subtotal amount - Step 51Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50- nolreett dm • Wetland Fee TransmttaI Form • rug. 10111 Page 1 or 2 A. Applicant Information Important: When filling out forms on the computer, 1. Location of Project-. use only the tab key to move your 1069 Great Island Road cursor - do not a. Street Address use the return 1328 key- c. Check number ray 2. Applicant Mailing Address- Andrew & Cynthia wva a- First Name c. Organization PO Box 395 d. Mailing Address Bedminster e. Cityfiown West Yarmouth b- Cityfrown $292.50 d. Fee amount Richards b- Last Name NJ f. State 07921 g. Zip Code h. Phone Number i. Fax Number j. Email Address 3. Property Owner (if different): a. First Name b- Last Name Andrew Richards & Cynthia Richards Trustees of the 1069 Great island Realty Trust c. organization P❑ Box 395 d. Mailing Address Bedminster NJ 07921 e- City/Town f. State g- Zip Code h. Phone Number i. Fax Number j. Email Address To calculate B. Fees filing fees, refer feethe category Fee should be calculated using the foilowin process & worksheet Please see Instructions before fee list and 9 � examples in the filling out worksheef. instructions for filling out WPA Step 1IType of Activity: Describe each type of activity that wilt occur in wetland resource area and buffer zone - Form 3 (Notice of Intent). Step 21Number of Activities. Identify the number of each type of activity - Step 3l11ndividual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2) times the fee per category (identified in Step 3) to reach a subtotal fee amount. Note. If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be multiplied by 1-5 and then added to the subtotal amount - Step 51Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50- nolreett dm • Wetland Fee TransmttaI Form • rug. 10111 Page 1 or 2 Massachusetts Department Of Environmental Protection Bureau of Resource Protection - Wetlands N0I Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 11Type of Activity Cat 2 - Construction of SFH Cat 1 - Work on single Tamil ly of C. submittal Requirements Step 21Number of Activities 1 1 Step 3/individual Activity Fee MIFATAVATral $110.00 Step 511rotal Project Fee Step 61Fee Payments: Total Project Fee State share of filing Fee. CitylTown share of filling Fee - Step 4/Subtotal Activity Fee $500.00 $114.00 $610.00 $610.00 a. Total Fee from Step 5 $292.50 b. 112 Total Fee leas $12.50 $317.50 c. 112 Total Fee plus $12.50 a.] Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.} To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent; a copy of this form, and the city/town fee payment. To MassDEP Regional Office (see Instructions): Send a copy of the Notice of intent or Abbreviated Notice of Intent; a copy of this form; and a copy of the state fee payment. {E -filers of Notices of Intent may submit these electronically.} nogwd.doc • Walland Fee Transmdtal Form • rev. IOI11 Page 2 of 2 1069 GREAT ISLAND ROAD NOTICE OF INTENT RESIDENTIAL PROJECT NARRATIVE The area subject to this notice is land off Great Island Rd. on the main island, southeast facing side, in West Yarmouth. The site is a residential property with an older dwelling, gardened areas of former use, open yard. The site borders on Nantucket Sound and is within the conservation buffer zone to coastal resource areas. The coastal resource areas include Coastal Beach, Coastal Bank. The buffer zone is measured from the top of the Coastal Bank. Land Subject to Coastal Storm Flow is limited from the upland by the Coastal Bank. The site is quite level with a gentle slope with lawn area surrounding the dwelling and is well vegetated and stable. Soil quality is of a durable glacial ice contact origin, with consolidated silt loam as a 6 ft. surface deposit highly suitable for establishing vegetative growth. The contiguous land parcel contains approx. 1.9 acres, predominantly upland. The proposed project is a redevelopment of the previously developed site portion. Overall, the designers have endeavored to utilize previously altered portions of the site to locate the new house, the driveway and the small deck and patio on the water side. The new house has been shifted significantly landward of the existing footprint. In the location of the main portion of the residence the new home is shifted fully landward of the existing house. A patio portion and a deck portion and new building portion are proposed to remain within the existing building footprint that also are within the 50 ft. buffer zone. Quantifying this for the buffer: the existing home has 1,270 s.f of building within the 50 ft. buffer. The proposal proposes to reduce this by 840 s.f, as well as 96 s.f shed being removed from the buffer for a total of 936 s.f taken out. 325 s.f. of house and 105 s.f of deck will in the 50 ft. buffer. These remaining areas are also within the existing building projection. The existing house is 24 ft. to the coastal bank. To preserve a small hint of the former feel of the previous house's coastal experience a comer of the proposed house portion remaining in the buffer is no closer than 27 ft. from the bank top. This Coastal Bank, consisting of the durable, consolidated soil type, and formally armored with a fully developed stone revetment is one of the most stable coastal banks on Cape Cod. No threat to the bank results from maintaining this relatively small building portion in the proposed location. The existing septic system consists of several buried components, all within the 100 ft. buffer to the bank. The replacement system removes the SAS from the 100 ft. buffer zone. The house bedroom count is not changing. Site Treatment - Please note the site data collected includes every tree over 3 in, diam. Significant effort is being made to preserve the trees to retain the existing site character. Most of the work activity to construct the new house will be staged well out of the buffer, however the new house within the 100 ft. buffer and controls are proposed to segregate the work area from the top of bank. A properly installed and maintained silt fence along the designated work limit will successfully segregate the activity. The demolition work requires and access through the buffer around the house which is currently a native fescue lawn. All Great Island residences typically rely on potable water supply wells with an inclination toward more native plant varieties that survive well with adequate care in the natural environment. The character of the ground around this home is a native fescue grass that needs a minimum of water or maintenance. This practical and long established ground surface character fostered over many decades by the residents will be restored as it was. Opportunities exist to provide some forms of mitigation planting and the logical locations are indicated to the sides of the house near the bank top. The applicants have an interest in maintaining the site as it presently exists but with the significant shift of the building. Appropriate foundation plantings are the extent of site alteration surrounding the dwelling within the buffer. All else, with exception of native shrubs that can be installed to fill in some pockets near the bank top, is intended to remain as it is. Construction impacts will be controlled with well installed silt fencing of a type satisfactory to the Commission with strict adherence to the work limits. The applicant intends to make advance efforts to restore the property to insure the earliest possible recovery. Coastal Bank Beach Access Stairway, - The applicant proposes to remove and re- construct the existing coastal bank stair way in the same location to the same general length and width as existing. The existing stair has aged and is no longer safe thus requiring the work. The location is shown on the plan as is a typical frame detail for the replacement facility. All work to accomplish the stair way project shall be by hand tools, reusing to the degree possible existing post holes. VARIANCE - Yarmouth Wetland By -Law Regulations commonly restricts activities within 50 ft. of listed resource areas. This project represents work on a long existing residence. Significant change is proposed to retreat from the former house location. The resource involved is the Coastal Bank. The proposed activities for re -purposing of the land area containing the former home may require a variance from the Yarmouth Wetland regulations and if so we wish to address the reasoning for approval. The Coastal Bank segment is strongly armored and in no danger of collapse. The beach deposit is like no other in that is consists of a naturally occurring a historically augmented stone rubble. The applicant seeks to retain a perspective on the Sound from a small portion of the existing building footprint in the location where it can be farther from the bank at a location where the bank is fortified. Mitigation plantings may be of interest however there is no new building area proposed within the 50 ft. buffer only the 840 s.f. reduction. A 50 s.f building portion within the existing footprint would remain within 35 ft. to the bank top. Given the existing pre -developed circumstances and the overall site improvement from the building retreat the proposal appears to qualify for this relief from a literal interpretation of the restriction, FA Locus Map Portion of USGS Hyannis Quadrangle 1069 Great Island Road, West Yarmouth .TION luty road, hard or -ed surface _ roved road ... .... ... ite j State Route ANNIS, MASS. _36.5—W7015/8X 7.5 30" •J A Ila 1 x- O�R �+1 N�Nr�ck Frs a�No Locus Map Assessors Map 2 Parcel 6 1069 Great island Road, West Yarmouth 21 91 1 / 21 81 1 1 2P 7111 BRADY JAMES C JR TR RICHARDS ANDREW TRS CHACE ARNOLD B P O BOX 351 P O BOX 395 1100 GREAT ISLAND RD GLADSTONE, NJ 07934-0351 BEDMINSTER, NJ 07921 WEST YARMOUTH, MA 02673 1215111 NOLEN ELIOT C 1120 5TH AVE NEW YORK, NY 10128-0144 211111 CHACE ARNOLD B 1100 GREAT ISLAND RD WEST YARMOUTH, MA 02673 Please use this signature to certify this list of properties abutting within 100' of the parcel located at: 1069 Great Island Rd., West Yarmouth, MA 02673 Assessors Map 2, Lot 8 Andy M hada, Director of Assessing NOTIFICATION TO ABUTTERS UNDER THE MASSACHUSETTS WETLANDS PROTECTION ACT & TOWN OF YARMOUTH WETLAND BY-LAW, CHAPTER 143 In accordance with the second paragraph of the Massachusetts General Laws Chapter 131, Section 40, you are hereby notified of the following: A. The name of the applicant is: Andrew & Cynthia Richards B. The applicant has filed a Notice of Intent with the Yarmouth Conservation Commission, seeking permission to remove, fill, dredge or alter an Area Subject to Protection under the Wetlands Protection Act (MGL c. 131 s. 40 & Town of Yarmouth Wetland By -Law, Chapter 143). C. The address of the lot where the activity is proposed: 1059 Great island Road, West Yarmouth D. Proposed work is: Demolition and re -construction of a single-family dwelling and appurtenant site work within 140 ft. of coastal wetland resources; re -construction of beach access stairs E. Copies of the Notice of Intent may be examined at the Yarmouth Town Hall at the Conservation Commission office between the hours of 9:00 a.m. and 4:00 p.m. Monday thru Friday. For more information, call (508) 398-2231 ext. 1288. F. Copies of the Notice of Intent may be obtained from the applicant's representative: Cape Cod Engineering, Inc. 508-385-1445 G. Information regarding the date, time and place of the public hearing may be obtained by calling the Yarmouth Conservation Commission office at (508) 398-2231 ext. 1288 H. Person sending this notification - representative Name: Cape cod Engineering, Inc. — Robert Perry Address. P.O. Box 1517 Town: East Dennis State: MA Zip: 02541 Telephone : 508-385-1445 NOTES: • Notice of the public hearing, including date, time and place will be published at least five (5) days in advance in a newspaper of general circulation. • Notice of the public hearing, including date, time and place will be posted in the Town Hall not less than forty-eight hours in advance. • You may also contact the Southeast Regional Office of the Department of Environmental Protection at [508] 945-2800 for more information about this application. M Ln Ir ru M M _n C30 0 a 0 M 0 cc o r - ,. ■ Cr ru ig { M GL pVT F fV1 .on csraned Mail Fee $3.55 CO $ Extra Samces a F � rdradreoc add [3 — 0—ko 7 S. 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S- Q ACLA Sots to AaV MDQ DWkwy S PpSfatye $0.70 M $ C3 Total Postage and i.. $ $7.10 o s �-M 0 C- ru M r3 CO C3 C3 O O -D M E:3 Cc rq O 17� AL U 0641 d RVN 12 Y'S .sem► /21D 0641 12 mark fro 4 - lulu LEGENDROUE 28 o_ o GENERAL NOTES o 150 FROM / 1. ELEVATIONS REFER TO NAVD88 DATUM. EXISTING ELEV. CONTOUR - - 18 \ 2. PLAN REFERENCE: LCP 40751, LOT 30 / \ 3. LOT AREA -1.9 AC. + PROPOSED ELEVATION CONTOUR 18 > 4. ZONING DISTRICT R-87 - LOT IS SUBJECT TO THE YARMOUTH ZONING SPECIAL EXISTING SPOT GRADE 18x1 N FI' = TWIN OAK PERMIT DECISION # 2440, DATED - JULY 21, 1987 FOR OPEN SPACE CLUSTER x7 RESIDENTIAL DEVELOPMENT. PROPOSED SPOT GRADE 18.1 LEWIS BAY 5. A PORTION OF LOCUS BORDERING NANTUCKET SOUND IS WITHIN THE FEMA - / 14 a' OAK MAPPED FLOOD ZONE "VE" (EL. 15) WITH THE PRODOMINANT PORTION OF WORK LIMIT X X LOCUS AND BUILDING SITE WITHIN ZONE "X" AS SHOWN ON FEMA YARMOUTH �o Q- NANTUCKET SOUND o" OAK 6" HEMLOCK ° o" OAK COMMUNITY PANEL # 25001CO782J PROPERTY LINE 19x6 � ,2" OAK �� 6" KEMLocK GREAT E /6 �� s' OAK X86 �� , / WATER SERVICE w LOCUS ,•� HEMLOCK % i, 5" OAK O 6., =NLCCK 6-EMLC,< F�� 12" AK / / UNDERGROUND UTILITY UG 5' PERIMETER EXCAVATION �� 0/ �� , TWIN OAK T OAK YARMOUTH MA ��'ERR BOO � 6„ L K � 0� TWIN OAK � / / 0 � ST 1 � �, 5" OAK W/IN HATCHED ZONE ST 2 _� °K OAK .� // / / O SOIL TEST LOCATION 6" OAK 5" OAK (SEE NOTES) ti. JUNIPER / �� KEY M A P TWIN OAK 1 12 OAK DRYWELL ,s' PINE ell�oT ZONE OF 2" PINE TWIN°/� OD NO SCALE A ' INFLUENCE x 0/�D 18" PINE 18x7 18" PINE o 7" CEDAR / / / / DRIVEWAY RE-ROUTE WATER �F� '��g / / / / I OAK 8"--NL°KK ST 1 SERVICE AS READ 19x1 �• / / 00 GENERAL NOTES MULTI 20' S" OAK / / �. �•• °Ax (SEE NOTES) - - 1. ELEVATIONS REFER TO NAVD88. USE THE BENCHMARK WHICH IS THE TOP OF THE CONCRETE PROPERTY CORNER BOUND MARKER SHOWN ON THE SITE PLAN. ,5'� CEDAR BENCHMARK: TOP OF �. 6• KEML K � � - _ 1a � �� O •� TWI NOAK - � / O O / / 2. PLAN REFERENCE; LCP 40751 LOT 30; TOPOGRAPHIC AND LOT LINE DATA BY ROBERT J. FREEMAN, PLS. � CONCRETE BOUND EXIST. LP GAS sa'- °� / / O 0 o OAK 'x '� ROOF RUNOFF DRYWELL / / 3. PRIOR TO CONSTRUCTION - RELATED WORK ACTIVITY THE WORK LIMIT SHALL BE FITTED WITH THE APPROPRIATE SILT FENCE AS APPROVED BY YARMOUTH EL.=19.0 NAVD 88 STORAGE - / CONSERVATION. THE SILT FENCE SHALL BE MAINTAINED THROUGHOUT THE TERM OF THE WORK EFFORT ON THE DWELLING. ,4" PINE - p � '` 6'0 x 4' LCB w/ 2 FTS / / � O � / 6" OAK 4" OAK F��jjlij� REMOVE STONE (ALL) / / /O 4. ALL EXISTING UTILITY LINES SHALL BE MARKED OUT AND PROTECTED. /F s / O 5. A SUITABLY SIZED TRASH CONTAINER SHALL BE MAINTAINED AT THE WORK SITE AND EMPTIED ON A REGULAR BASIS. 6" ILK,/*17" PINE 12 INE AK HED ( ) 6. WATER SERVICE FROM THE EXISTING WELL SHALL BE VISUALLY LOCATED BY EXCAVATION AND BE ROUTED TO MAINTAIN A MIN. OF 10 FT. TO ANY SEPTIC I 750, 0 8X5 B07 NG I IP I I GD TYP. �/ / / D SYSTEM COMPONENT. NO KNOWN WELLS EXIST WITHIN 150 FT. OF THE PROPOSED SAS. / 14" PINE 7. U.G. ELECTRIC HALL BE LOCATED AND PROTECTED AND OR RELOCATED TO BE CLEAR OF CONFLICTS. OTHER UNDERGROUND UTILITIES SUCH AS THE LP GAS P� � � / / / � �� 'Y/ LINE SHALL BE LOCATED, DISCONNECTED AND REMOVED. REPLACEMENT UTILITY LINES SHALL BE AS APPROVED BY THE OWNERS REPRESENTATIVE. 2" oAK ELEC. -ST-- ° °A �k� j 8. A 5 FT. PERIMETER EXCAVATION AND BELOW THE SAS IS REQUIRED TO AN APPROX. DEPTH OF 7 FT. SUBJECT TO INSPECTION. BACK FILL THE EXCAVATION SEE LANDSCAPE METER / EEE --- oP 2Q, / / / /po ��o ��°� WITH CLEAN SAND AS A MIN. MEETING THE TITLE 5 SPECIFICATION FOR SOIL FILL. CONSTRUCT THE SAS IN THE NEW MATERIAL; COVER WITH 1 FT. OF SAND I a" OAK •� / �� PRIOR TO SUBSOIL AND TOPSOIL. PLAN FOR SP IF� W �� ' / �/ O 00 9. PLACE MAGNETIC LOCATOR TAPE OVER ALL SANITARY PIPE RUNS AND WATER SERVICE PIPES. DRIVE & WALK O / /// / D LAMP Q - / 10. THE EXISTING SEPTIC SYSTEM(S) SHALL BE LOCATED AND REMOVED. REMAINING VOIDS SHALL BE FILLED AND COMPACTED WITH AVAILABLE ON SOIL LAYOUT T / / 0 i PINEi O �� ; / po � / _--- MATERIAL. CONTACT ENGINEER FOR AVAILABLE SYSTEM LOCATION RECORDS. W of RESTORE v / / / /o O 11. EXCAVATION / SEPTIC SYSTEM INSTALLATION CONTRACTOR SHALL REVIEW AND VERIFY ALL PLUMBING AND OR UTILITY LINES WITH THE ENGINEER PRIOR TO 19x1/ / / /� SETTING ANY COMPONENTS. / W GROUND / D 12. ROOF RUNOFF SHALL BE CONTROLLED WITH FRENCH DRAINS OR DRYWELLS UNTIL THE LAND AREA SURROUNDING THE DWELLING HAS STABILIZED WITH N,0 00 FLOOD MAP 25001 C 07H AS PER --`` S o" PINE �O 0J a� �G NOTES 2J VEGETATION. DRYWELLS INDICATED ON THE BUFFERZONE SIDE SHALL BE 6 FL DIAM. 4 FT. HGT PRECAST CONCRETE WITH 2 FT. WASH STONE. OVER DIG AS OR\ HE LOCK 4,. P,N�B" PINE �'� � � � 5;`�� o� ,�� / / o � ZONE VE (EL 15�ET) � REQUIRED. OWN�jJ �G 1�D GO / / O 13. CONTACT CAPE COD ENGINEERING, INC. PRIOR TO SITE PREPARATION WORK AND / OR EXCAVATION TO REVIEW ADDITIONAL REQUIREMENTS. SH PINE �� NE �, �, 0., � / O / / 14. DRIVEWAY CHANGES, LANDSCAPE DETAILS ARE AVAILABLE ON A LANDSCAPE PLAN PREPARED BY MARY LEBLANC LANDSCAPE DESIGN - 508 - 428-1274. / 10' R a" PINE XZ 0Q�' 15. IN THE OVER - EXCAVATED SAS AREA REPLACE THE EXCAVATED SUBSOIL TO A MIN. DEPTH OF 2.5 FT. TOP DRESS WITH SUITABLE COMPACTED THICKNESS OF Z TWIN 0 12" pR \I ' / \ / 0 HIGH QUALITY TOPSOIL TO MATCH EXISTING GRADES. SEE LANDSCAPE PLAN. TWIN OAK °' OAK / 4, / 16. ALL TREES NOT FLAGGED FOR REMOVAL SHALL BE PROTECTED FROM CONTACT WITH MACHINERY OR OTHER DISTURBANCE. NO EARTH STOCKPILE OR iCo \ 6" OAK /OO / INNAPPROPRIATE GRADE CHANGE IS PERMITTED TO AFFECT ANY TREE. CONSULT WITH LANDSCAPE ARCHITECT. 10" PINE (� /� 6 / 8" PINE - o O° / / SEPTIC SYSTEM DESIGN DATA 14" CAN a OA 6" 0 K 5" OAK 17X5 � � / , � ��5 / Fo0 � / � HYDRAULIC LOAD (EXISTING) 7 BEDROOMS X 110 GPD/BR = 770.0 GPD 6" A 8' OAK /2" P� 18 6114 ��P ��C) _ _ SEPTIC TANK DESIGN 6" OAK EM � 200% X 770 GAL. - 1,540 GAL. PROVIDE A 2,000 GAL. PRECAST CONCRETE SEPTIC TANK RATED FOR H-20 DEEP OBSERVATION HOLE # 1 '� o' PINE �� - Az LOADING Test Date. March 11, 2020; 1 1 c�F,O i i Witness: Phillip Renaud, YARMOUTH HEALTH DEPT. X FLAG i Qo3c) r � �SAS DESIGN PERFORMED BY R. Perry SE # 13408; P.E. 35880 CEU ° POLE WN ° R 0 � FEN f �� elevation depth (in.) horizon texture color mottling other TWIN OAK 0`I�ROROR�Pk �o� ,` (PURUANT TO 310CMR 15.405 (1) (b). SAS W/ 72 IN. EARTH COVER) 18.7 - 17.9 0 - 10 A sand. loam 10YR 4/2 f X PERCOLATION RATE OF THE C2 LAYER - 5 MPI (CLASS 1) , X � , / / � � � �� I �� C� (SIEVE TESTED) 17.9 - 15.4 10 - 40 B sand. loam 10YR 3/4 6" AK 0" OAK .x� v g" OAK �'`J LONG TERM HYDRAULIC LOAD RATE = 0.74 GAL/S.F. / 12" OAK Q / �°�I `�` 15.4 - 11.7 40 - 84 C1 silt loam 10 YR 6/4 small cl mps of silt -A�O / o��` / / / / �F�° ��' s �P SIDE AREA = 2(2')(59' + 12.8') = 287.2 S.F. cleaner w/ depth �P��Q�`` ��P �g� BOTTOM AREA = 12.8' X 59' = 755.2 S.F. 11.7 - 6.7 84 - 144 C2 m/f sand 2.5 Y 6/4 10" OAK s" CHERRY � / o / �, .� � Parent material: Glacial ice contact WELL MULTI OAK GO�� / �� / ��P \ c1, 287.2 S.F. + 755.2 S.F. = 1042.4 X 0.74 GAL/S.F./DAY) = 771.4 GPD Depth to Groundwater - Not found HOU 6" OAK / \ TOTAL LEACHING CAPACITY - 771.4 GPD PERC. TEST DATA : Material is in excess of 7 ft. depth 6" OAK / / �0� / Sieve tested the C2 Layer - Results on file, available upon req. 4 j j/� �o,� *THE DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT PERC RATE =LESS THAN 5 MPI Class 1 SAS CONSTRUCTION PROPOSED SAS CONSISTS OF A GALLEY -TYPE WITH 6 PRECAST, 500 GAL. DRYWELLS H-20 RATED IN A 13 FT. x 59 FT. EXCAVATION SET TO THE 8" PINE / / INDICATED ELEVATIONS; STONE SHALL BE A GRADED MIX OF 3/4 IN. TO 1 % IN. DIAMETER, CLEAN, DOUBLE -WASHED GRANITIC STONE; A 2 IN. //' \ / THICKNESS LAYER OF % TO 3/8 PEASTONE SHALL BE SET IN PLACE ABOVE THE INLET PIPE OR USE A SUITABLE GEOTEXTILE FILTER CLOTH TO COVER; 8,. °E /�// -- "D" BOX SHALL HAVE RISERS WITH COVERS TO WITHIN 6 INCHES OF FINISHED GRADE. SEE PERIMETER EXCAVATION NOTE. DEEP OBSERVATION HOLE # 2 / / /� PLAN N Test Date: March 11, 2020; /`� Witness: Phillip Renaud, YARMOUTH HEALTH DEPT. 6" OAK PERFORMED BY R. Perry SE # 13408; P.E. 35880 s" CED Alb / �// 20 10 0 20 60 SHORE ACCESS STAIR CONSTRUCTION NOTES elevation depth (in.) horizon texture color mottling other r / /� / �� / 1. ALL WORK SHALL BE UNDERTAKEN IN ACCORDANCE WITH ANY ORDER OF CONDITIONS ISSUED BY THE 19.0 - 17.8 0 - 14 A sand. loam 10YR 3/3 � / / / YARMOUTH CONSERVATION COMMISSION. 17.8 - 16.0 14 - 36 B sand. loam 1 oYR 5/8°� , / / 1 inch = 20 ft. 2. REMOVE AND DISPOSE OF THE EXISTING STAIR. USE WHERE POSSIBLE EXISTING POST HOLES WITHIN THE 16.0 - 12.0 36 - 84 C1 silt loam 10 YR 5/4 / / / // / PROJECTION 3. THE PROPOSED STAIRWAY SHALL BE CONSTRUCTED OF STANDARD DIMENSIONED LUMBER AS INDICATED 12.0 - 7.0 84 - 144 C2 med. sand 2.5 Y 6/4 // / ' / ON THE TYPICAL DETAIL. THE FRAME TIMBER STOCK SHALL BE OF A PRESSURE TREATED ( ACQ ) / WHERE DECKING SPANS EXCEED 16" PROVIDE CONSTRUCTION GRADE FIR OR YELLOW PINE OR COMPOSITE. ALL LUMBER IN GROUND CONTACT SHALL Parent material: Glacial ice contact \r/ Depth to Groundwater - Not found BE RATED FOR IN -GROUND USE. PERC. TEST DATA : Material is in excess of 7 ft. depth %/,' RAIL INTERMEDIATE JOISTS @ 16 O.C. ON LANDING Sieve tested the C2 Layer - Results on file, available upon req. i % 4. HARDWARE: PREFERRED HARDWARE FOR ACQ APPLICATION IS STAINLESS STEEL. HARDWARE SHALL MEET PERC RATE = LESS THAN 5 MPI; Med. sand - Class 1 / THE AWPA EXPOSURE SPECIFICATION AC257 FOR ANTI -CORROSION PROTECTION. LARGE DIAMETER BOLTS MAY BE HOT -DIP GALVANIZED STEEL ( CLASS Q. ALL BOLTS SHALL BE THRU-BOLTS WITH NUTS AND 4"x 6" POSTS @ 9'-10' WASHERS. USE OF LAG BOLTS SHALL BE USED ONLY UPON OWNERS' ENGINEER APPROVAL. SPACING (APPROX.) 5. HANDRAIL MAY BE OF A SOFTER WOOD OR COMPOSITE VARIETY SUBJECT TO OWNER'S APPROVAL. 6. SUBSTUTUTION OF COMPOSITE MATERIALS FOR ANY TIMBER COMPONENTS IS SUBJECT TO APPROVAL BY 1/2 BETWEEN HANDRAILS UPLAND MAX 42" CLEARANCE THE OWNER AND ENGINEER. STEP LANDING SPACE 7. POST SUPPORT INSTALLATION SHALL BE ACCOMPLISHED BY SUITABLE POST HOLE CORER, COMPACTED IN / BLOCK I I 1 11 11 PLACE, WITH A MINIMUM OF 4 FT. DEPTH AS MEASURED FROM ANY POINT ON THE SLOPE. POST BACKFILL SHALL BE HAND TOOL COMPACTED IN 4 INCH LIFTS SUBJECT TO INSPECTION FOR PROPER FIXITY. TOP OF FOUNDATION oo BOLTS (2) o° o EL. = 20.00 MANHOLE AND COVER -MIN 24" DIA. RAISE COVERS TO WITHIN 6" 18" DIA. MANHOLE WITH CONCRETE COVER OF FINISH GRADE AND FRAME BROUGHT TO WITHIN 6" 2" LAYER OF - DIA. OF FINISHED GRADE TOP RAIL AND MID RAIL REQUIRED FINISH GRADE = 18t WASHED STONEE OO R FABBRICRIC FINISH GRADE = 18.5t PROVIDE VENT LOCATION2 BOLTS PER POST, 4 FT. MIN. EMBEDMENT AS �.��,��,��.��,� �.�. .�\�//.�\�/.�\�/.�\�/.�\�/•�\� �� .��,��.��, , ,. ,. �/�,��.��.� .��.� .. �/.�\�/.�\ �� .��.� .� �/.�\�/.�\�/.�\�/.�\�/.�\� ��.��.� �/,�\�/.� ��.��,�� . �/.�\�/, '//.� AS PER LANDSCAPE �� MIN . 1 /2" BOLTS a � TOPOGRAPHIC PLAN 0 F LAND z SEE NOTES FOR 5' w NUTS & » MEASURED VERT. & HORIZ. ao INV.=15.00 PERIMETER OVER -DIG BOLTED / 4 x 6' SHOWING CLEAN BACKFILL WASHERS POSTS PROPOSED RAZE AND REPLACEMENT OF ra z MINIMUM D -BOX Q N� INSIDE DIMENSIONS 1 H -2o "' 4 H -2o 5 �IfSPLIT CAP MIN. 18 GAUGE OLD STONE �N 0 2" STOCK FOR TREADS AND STRINGERS o' 0 0 0 0 0 ®o 0 0 0 0 0 0 0 0 ®0 0 0 0 0 STAIR STRINGER , RIP RAP AN EXISTING DWELLING WITH APPURTENANT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 HANGERS o �� RISER HEIGHT - 7" MAX (OPEN) SUBSURFACE SEWAGE DISPOSAL SYSTEM ,s.5o 00000000 00 00000000000 cr 16.5BOTH 16 GG o 24 j 15.75 4 00000000 00 00000000000 4 N STAINLESS STEEL TREAD WIDTH - 12" MIN. AT � CY J ALL PIPES _ - #1069 GREAT ISLAND ROAD WEST YARMOUTH, MA PROVD5"" 15.50 15YARMOUTH ASSESSORS MAP 2, PARCEL 8 .33 BOTTOM OF SYSTEM GAS 3/4" 1 1/2" DIA. 8 5' EL=13.00 2" x 12" STRINGER "SISTERED" BAFFLE DOUBLEE WASHED STONE 51't 2„ x 6" 4 ' a., s" OF 3/4" TO WITH 2" x 6" STIFFENER PLANK BOTTOM 1-1/2" DIA. STONE COMPACTED BASE D -BOX SPLIT CAP POST BELOW TANK W/ 6" LAYER OF NOTE: _ 59' _ SCREWED @ 8" O.G. ' o�� 4 MIN MAY 7, 2020 SCALE - AS NOTED SEPTIC TANK CRUSHED STONE (H-10) LINE(S) EXITING D -BOX MUST REMAIN LEVEL FOR 2'-0" BEFORE PITCHING DOWN TO PRECAST REINFORCED CONCRETE LEACHING FACILITY OR NOTE: CAPACITY: 2000 GALLONS PROVIDE "SPEED LEVELS" ALL PIPE TO BE 4" DIA. (OPTIONAL H-20 LOADING) PVC TIGHT JOINT WITH SEPTIC SYSTEM PROFILE MINIMUM SLOPE OF 1/8" PER FT. NO SCALE TYPICAL LEACH SYSTEM CROSS SECTION NO SCALE SAS CONSTRUCTION: 6 PRECAST 500 GALLON DRYWELLS (H-20 RATED) AS MANUFACTURED BY SHOREY PRECAST, INC. OR APPROVED EQUAL, SET END-TO-END IN A 13 FT. WIDE X 59 FT. LONG EXCAVATION TO THE DEPTH AND ELEVATIONS SHOWN, SURROUNDED BY DOUBLE -WASHED 3/4 TO 1-1/2 INCH GRADED GRANITE STONE TO THE ELEVATION SPECIFIED ON THE CROSS SECTION. SAS FACILITY SHALL BE COVERED WITH SUITABLE GEOTEXTLE FILTER CLOTH AS A SUBSTITUTION FOR THE 2 INCH PEASTONE COVER LAYER. BENT , SUPPORT. I STAIR CASE DETAIL (NO SCAI F) RICHARDS.DWG