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HomeMy WebLinkAbout1010 CRAIGVILLE BEACH ROAD - Health rI/--"11010 Craigville Beach -Lane a Centerville i 226 004002 4 No. 4210 1/3 ORA e Pendaflex' 10 0io 5 OF B � CAPE COD COMMISSION p 3225 MAIN STREET v P.O. BOX 226 * BARNSTABLE, MA 02630 �SSaCHUSti�S (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org HEARING NOTICE CAPE COD COMMISSION The Cape Cod Commission will conduct a public hearing on Monday, October 20, 2008 at 6:30 p.m. at the Barnstable Town Hall Hearing Room, 367 Main Street, Hyannis,MA. The following project'has been submitted to the Cape Cod Commission as a District of Critical Planning Concern (DCPC) Hardship Exemption under Section 23 of the Cape Cod Commission Act, c. 716 of the Acts of 1989, as amended. The project will be considered for a DCPC Hardship Exemption. This notice is being published as required by Section 5 of the Cape Cod Commission Act. Project Name: Capizzi Widow's Walk Project Applicant: Thomas A. Capizzi, Jr. and Mary A. Capizzi Project Location: 1010 Craigville Beach Road, Centerville, MA Project Description: Request hardship relief to allow for construction of a 20 x 30 foot widow's walk on the roof of the existing dwelling to proceed during the District of Critical Planning Concern designation. Anyone wishing to testify orally will be welcome to do so. Written comments may also be submitted at the hearing, or delivered or mailed to the Cape Cod Commission, P.O. Box 226, 3225 Main Street, Barnstable, MA 02630 for receipt on or before the date of the hearing or until the record is closed. The application, plans and relevant documents may be viewed by calling the Commission office at(508) 362-3828 to schedule an appointment between the hours of 8:30 a.m. and 4:30 p.m. If you need a reasonable accommodation, please let us know by October 14, 2008. Please call for more information and to make your request. � m o Z c� $ cn x co cn m co z� a , BISC, GkOu providing solutions that. create value. 657 Main Street r Unit 6 Route 28 West Yarmouth. Ivlay.5, 2006 MA oi673 The Barnstable Board of Health'. TeL 508-778-8q19 800-288-8123 200 Main Street, Town Offices Annex Fax:508-778-8966. Hyannis, MA K - 02601 _ " www.bscgroup.com RE{1010-Craigville Beach Road' Job#:4-83'79.02 s Dear Mr. McKeon, As a follow up to my conversation between you,,your•staff member Donald Desmarais; and my self this morning,May 5, 2006 we concluded that the existing(4)bedroom dwelling installed in 2003 was adequate to handle the;'proposed renovations to the dwelling. The existing,dwelling•has (4).bedrooms;-(2) of.whick will be removed to-create a farnily.area that will allow access to the new addition. This area will be the only interior access-to the new addition. The new additiofiwill have'(2)new bedrooms to-give a total-of(4),bedrooms. The family�area is to have a minimum of a 60"`opening so that it will not be used as, or-4"construed -as,.a_bedroom. The.observation room on*the top floor is'not considered a bedroom because f, (1) It does.not have a door in the:room to close off the.stairs'and' =, " (2) It has greater,than 50%-of windows along its linear wall space: l Thank,you for your time this morning and.please contact me i.f you have any further ou'estions on xhis'project as it will.be submitted to the Building Department in the near future. t , 5 . `Yours truly _ Engineers ::Kieran y, S':I:T. Environmental . r S_ _ Scientists - --_----- - ----- t -- --- C ' -Date GIS Consultants ` F N t '+i, { !_,. a a i ! 6` i {• Landscape t Architects. a •cc. Mr. Tom Ca pizzi Planners d Surveyors a 03/12/2004 12:28 5087477883 FCG LAW PAGE 02103 Doc=960PO87 03-12-2004 11 :12 BARN 7ABLE UM COURT REGISTRY DEED RESTRICTION WHEREAS,Theodore S. Kyros and Sarah R. Kyros, of Norwell,Massachusetts, are the owners of property at 1010 Craigville Beach Road,Barnstable(Centerville),Barnstable County, Massachusetts (hereinafter referred to as "the property") and being shown as Lots 3 and 5 on Land Court Plan 18162-1. WHEREAS,Theodore S. Kyros and Sarah R. Kyros, as the owners of said property,have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which.can be included in any existing home or newly built home on said lot as a pre- condition to obtaining a disposal works construction permit in.compliance 310 CMR 15.00, State Environmental.Code, Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board of Health,as a.pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, is requiring that the agreement for the restriction.on the number of bedrooms in any house on the lot be put on record with the Barnstable County Registry District of the Land Court by recording this document. NOW, THEREFORE,Theodore S. Kyros and Sarah R. Kyros, do hereby place the following restriction on the above-referenced land,to which they have legal title, in accordance with this agreement with the Town of Barnstable Board of Health,which restriction.shall run, with the land and be binding upon all successors in title: 1. 1010 Craigville Beach Road, Barnstable(Centerville),Massachusetts, may have constructed upon the lot a house containing no more than four(4)bedrooms. 03/12/2004 12:28 5087477883 FCG LAW PA-_ 03/03 1 0 Theodore S. Kyros and Sarah R. Kyros,the owners of the property,agree that this shall be a permanent deed restriction affecting the P ro ert located at 1010 Crai Ile Beach Road - P P Y gam. , Barnstable (Centerville), Massachusetts and being on a plan filed with the Barnstable County Registry District of the Land Court as Land.Court Plan 1.8162-1 . y For title, see Certificate of Title No. 171783. EXECUTED as a sealed instrument this 1.Vh day of March,2004. codore S. Kyros Sarah R. Kyros COMMONWEALTH OF MASSACHUSETTS PLYMOUTH. SS: March, 11,2004 Then personally appeared the above named Theodore S.Kyros and Sarah R. Kyros and acknowledged the foregoing instrument to be their free act and deed,before me, Mari. Ellen Williams,Notary is My commission expires: 1113/06 BSCGROUP 657 Main Street, Unit 6 Route,28 West Yarmouth, MA 02673 May 10, 2004. t Tel:-508-778-8g19 ' The Barnstable Board of-Health Fax: 508'778-.8966 200 Main Street, w +Y 7 - Ton Offices Annex Hyannis, MA r 02601 _ CERTIFICATION-OFSUBSURFACE SEWAGE DISPOSAL SYSTEM. RE:-1010 Ciaigville Beach Road Plan#: 5355-02 +; Job#:.4837900 I; David J. Crispin-Civil,Engineer; duly licensed as such in the Commonwealth:of Massachusetts do,hereby'certify that this firm has',visually inspected'the constructed subsurface sewage-di sposal = system shown,on the referenced approved plan,:arid further certify that the system;as 8 constructed, generally'conforms'Within acceptable tolerances to,the regulations, except as noted, below oi as.varied; set forth in3 i 0-CMR 15.000,and,the Town of Barnstablehealth.regulations. 1 ) Apn122 The system was field located and elevations established 2.). May"7 a The pumps and,.pressure on the leaching field were inspected and all ;lines had equal pressure., -- ---- --- Engineers Signature- .D"ate 7. Environmental r Scientists. GIS Consultants Landscape % Architects-' �I - Planners'. c r Surveyors x + i �T . •� a ... {n/ Town`of Barnstable �0pTNE T Regulatory Services _ Thomas F. Ge' i. &ARNSrnsr� filer,Director 94> M Public'Health Division ! ''if0 Mp:�a Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 • Fax: 508-790-6304 Installer & Designer Certification Form • . i Date 6 , Designer: Installer: Address: S Address:On . 3s -�- n 9.,r-�► was issued a permit to install a (date) (installer) r septic system at (address) s �-, based on a design drawn by 10Arj,a Gle`S/�/�1i dated � N 0 N. C. (designer) I certify that the septic system referenced P Y above was installed substantially according to a the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. E 0 U W I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or Y certified as-built by designer to follow. OF � o ( DAVID J. N CPJSPIN m , (Installer's Si afore) CIVIL CD. N0.3211Z co N _ 1 I N esigner's Signature} (Affix Designer's Stamp Here) a PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE 1 OF COIVIPI,LANCE WILL NOT BE :ISSUED UNTIL BOT H THIS FORM AND AS CARD ARE RECEIVED BY THE BARNSTABLE THANK YOU. PUBLIC HEALTH DIVISION. o J_ Q w Q:Health/Septic/Desiper Certification Form 0 .Q 6V-4kuc 1 TOWN OF BARNST LE IZ6 42 SEWAGE # � LOCATION a ASSESSOR'S MAP &LOT "E�y-pat Iv .LAGE o ° INSTALLER'S NAME&PHONE NO. Uv0 G P�,~ SEPTIC TANK CAPACITY I y w o r � LEACHING FACILITY: (hype) (size) ------------- NO.OF BEDROOMS BUILDER OR OWNER Q i PERMIT DATE: 30 COMPLIANCE DATE: Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200-feet of leaching facility) exist Edge of Wetland and Leaching Facility(If any Feet within 300 feet of leaching facility) Furnished by 27L-4: IN No. ��l—' ` �� / { Q Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION;T(W OF SARNSTABL�a II ASSACHUSETTS Yication for ig aa�aI 6p.5tem� Congtruriion Permit Application for a Permit to Construct Repair X Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. ®t0 Ca-4-q9qo L-#_ �u►Lt.6L �az� le_j0_Zs Assessor's Map/ParceI I ' � �+�- a4 22C� - Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. (l,A.rr l— z.Ftc.�.►� esa. W A VJ Type of Building: Dwelling No.of Bedrooms fl Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow -4!5?— gallons per day. Calculated daily flow -4-10 gallons. Plan Date —�`1—u�— Number of sheets 2__ Revision Date — ► Title Size of Septic Tank 1500 1 000 R-fo ,A, ,Type of S.A.S. Description of Sofl Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance h bee 's by this Boar f Heal ned Date Application Approved by Date 1�� Application Disapproved for the following reasons Permit No. an4aC2-� �0 Date Issued 3 A5 ,o No. Fee . ri k" THE COMMONWEALTH OF MASSACHUSETTS Entered in compute PUBLIC HEALTH DIVISION,:-*TOWN t) BARNSTAdL`= �,MA'SSACHUSETTS applicaii for Miq oiw �p�te �or�gtructiou errrYit Application for a Permit to Construct Repair(W Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. to to C2�+9vll,l.e. C�•.e,ul 2�or� c�. t ,gl- --409� Assessor's Map/Parcel `_ Installer's Name,Address,and Tel.No. , Designer's Name,Address and Tel.No.' e,A.rt,L WC>LF^re..e." �� 'W�\4 6kj t.c��1' esp, Cis ,a p Type of Building: Dwelling No.of Bedrooms: Lot Size sq.ft., Garbage Grinder( ) Other 'Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow -f 57— gallons per day. Calculated daily flow 0 gallons. Plan Date 3"z9—oZ Number of sheets 2— Revision Date — I —ca 2— Title Size of Septic Tank IS= I Oo0 Awp Cget-42,Type of S.A.S. Prue c4o� C.e._ Description of Soil i Nature of Repairs or Alterations(Answer when applicable) , rid Date last inspected: Agreement: { 1 The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system A in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance hasobeen isstfe` by this Boaid f Heal :' S((lgned Date 3—%c_roQ Application Approved by Date Application Disapproved for the following reasons Permit No. O 9 9 Date Issued 3 I S o L 4 �. THE COMMONWEALTH OF MASSACHUSETTS s r of BARNSTABLE, MASSACHUSETTS I Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at 1 D I o C:r y.j u,1 4 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ?Uo y`4y dated .21. C A Installer Designer A r The issuance of ''s rmit shal not n �E e r I p 1 o be construed as a guarantee that the s,.t.... ill function a desi tie. g g Date ��r)t,/ . Inspector . u � No. ��� Fee �0 THE COMMONWEALTH OF MIASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogar *p5tem Construction Permit Permission is hereby granted to Construct( )Repai&U, Upgra ( )Abandon System located at K 10 <-n„p�i 1�1p. � � . � and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Cons ction must be completed within three years of the date of this e i . - Date: 15 !S•k Q Approved by 03/12/2004 12:40 5087477BB3 FOG LAW PAGE 02/03 DOC-r 960.087 03--12-2004 x i=12 SAINTAKE LW CWT REGISTRY DEER IW TIUC77ON WHEREAS, Theodore S.Kyros and Sarah R.Kyros,of.Norwell,Massachusetts,are the owners of property at 1010 Cmigville Beach.Road,Barnstable(Centerville),Barnstable County,Massachusetts(hereinafter referred to as"the property")and being shown.as L and 5 on Land Court Plan 18162-I. WHEREAS,Theodore S.Kyros and Sarah R. Kyros,as the owners of said property,Dave agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any existing home or newly built home on said.lot as a pre- cpndition to obtaining a disposal works construction permit in.compliance 310 CMR 1.5.00,State Environmental Code, Title V,Minimum Requirements for. the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,is requiring that the agreement for the restriction on the number of bedrooms in any house on the lot be put on record with,the Barnstable County Registry District of the Land Court by recording this document. NOW,THEREFORE,Theodore S.Kyros and Sarah R.Kyros,do hereby place the following restriction on the above-referenced land, to which they have legal title,in accordance with this agreement with the Town.of Barnstable Board of Health,which restriction,shall run with the land and be binding upon all successors in title: 1. 1010 Craigville Beach Road,Barnstable(Centerville),Massachusetts,may have constructed upon the lot a house containing no more than four(4)bedrooms. I f 03/12/2004 12:40 5087477883 FCG LAW PAGE 03/03 Theodore S. Kyros and Sarah R. Kyros,the owners of the property,agree that this shall be a permanent deed restriction affecting the property located at 1010 Craigville Beach Road, Barnstable(Centerville), Massachusetts and being on a plan.filed with the Barnstable County Registry District of the Land Court as Land Court Plan 18162-1 . For title, see Certificate of Title No. 171793, EXECUTED as a sealed instrument this 11"day of March,2004. VcodoreS. Kyros Sarah R. Kyros COMMONWEALTH OF MASSACHUSETTS PLXMOUTK SS: March .11,.2004 Then personally appeared the above named Theodore S.Kyros and Sarah R.Kyros and acknowledged the.foregoing instrument to be their free act and deed,before me, . Mari Ellen Williams,Notary' ie My commission expires: 11/3/06 BSC GROUP TRANSMITTAL To: Town of Barnstable Date: July 17 , 2002 Board of Health Proj. No: 4-8379 . 00 East Main St. Project: 1010 .Craigvi1le Barnstable, MA. Beach Road We are sending you: ' IgAttached ❑Under Separate Cover Via: 657 Main Street ❑ Overnight Delivery ❑Taxi ❑Regular Mail Unit 6A, Route 28 Messenger ❑Direct from printer ❑Other: West Yarmouth, MA 02673 The following items: ❑Change Order ❑ Drawings ❑Prints ❑Samples Tel: 508-778-8919 ❑Copy of Letter ❑Photocopies ❑Reports ❑Specifications Fax: 508-778-8966 ❑Digital Media ❑Plans ❑ Other: No. of Copies Drawings No. Date or Revision Description 4—sets 5355. 02 07/15/02 Sewage Disposal System Design This information is: ❑ For Your Information ❑Approved as submitted ❑Resubmit _copies for approval ❑Unchecked ❑Approved as noted ❑Return _corrected prints ❑ Preliminary ❑Disapproved ❑Submit _copies for ❑ Revised Plans ❑Returned for corrections distribution ❑ Final Plans ❑Sent for your review&comment Remarks: cc: BSC Files Signed: Note: If enclosures are not as noted,please contact us immediately. BSC GPOUP TRANSMITTAL To: Town of Barnstable Date: July 17 , 2002 Board of Health Proj. No: 4-8379 . 00 East Main St. Project: 1010 Craigville Barnstable, MA. Beach Road We are sending you: Attached ❑Under Separate Cover Via: 657 Main Street ❑ Overnight Delivery ❑Taxi ❑Regular Mail Unit 6A, Route 28 Messenger ❑Direct from printer ❑Other: West Yarmouth, MA 02673 The following items: ❑Change Order ❑Drawings ❑Prints ❑Samples Tel: 508-778-8919 ❑Copy of Letter ❑Photocopies ❑Reports ❑Specifications Fax: 508-778-8966 ❑Digital Media ❑Plans ❑Other: No.of Copies Drawings No. Date or Revision Description 4—sets 5355. 02 07/15/02 Sewage Disposal System Design This information is: ❑For Your Information ❑Approved as submitted ❑ Resubmit _copies for approval ❑Unchecked ❑Approved as noted ❑Return _corrected prints ❑Preliminary ❑Disapproved ❑Submit _copies for ❑ Revised Plans ❑Returned for corrections distribution ❑ Final Plans ❑Sent for your review&comment Remarks: cc: BSC Files Signed: o Note: If enclosures are not as noted,please contact us immediately. `"�, Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands SE3-4011 WPA Form 5 - Order of ConditionsNAM Provided by DEP A Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 �fD MAr • and Town of Barnstable Ordinances Article XXVII A. General Information Important: From: When filling out forms on Barnstable the computer, Conservation Commission use only the tab key This issuance if for (check one): move your cursor- do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions To: Applicant: Property Owner (if different from applicant): - - Ken Grady, Grand Cove Landing, Inc. Janus Investment Trust Name Name 464 Main Street, P.O. Box 522 P.O. Box 522 Mailing Address Mailing Address West Dennis MA 02670 West Dennis MA 02670 City/Town State Zip Code City/7own State Zip Code 1. Project Location: 1010 Craigville Beach Road Centerville Street Address City/Town 226 004-002 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: Barnstable County Book Page CTF.278 Certificate(if registered land) 3. Dates: OCT 2 9 2002 August 1, 20002 September 10, 2002 Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Site Plan August 1, 2002 Title Date Title Date Title Date 5. Final Plans and Documents Signed and Stamped by: David Crispin, PE Name 6. Total Fee: $165.00 (from Appendix B:Welland Fee Transmittal Form) Wpaform5.doc•rev.9/16/02 Page 1 of 7 �t„E rqM, Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands � M -4011 WPA Form 5 - Order of Conditions Provided byDEP 1659. `� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply ❑ Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply ❑ Fisheries ® Protection of Wildlife Habitat ❑ Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above.This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions, and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests,and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site,the work, or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. Wpaform6.doc•rev.9/16/02 Page 2 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands RARAB WPA Form 5 - Order of Conditions SE3-4011 y MA99. Provided by DEP q,A i619•p�0 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 jED MPS and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper,cardboard, pipe,tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"[or, "MA DEP"] "File Number SE3-4011 Is 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. Wpaform5.doc•rev.9116/02 Page 3 of 7 �INKE Massachusetts Department of Environmental Protection DEP File Number: • "• Bureau of Resource Protection -Wetlands • >�srAB WPA Form 5 Order of Conditions SE3-4011 y Mass. Provided by DEP �p 059• Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. see attached Findings as to municipal bylaw or ordinance Furthermore, the Barnstable hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Municipal Ordinance or Bylaw Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Article 27 of Town Ordinances Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. Wpaform5.doc•rev.9/16/02 Page 4 of 7 SE3-4011 Grady Approved Plan=August 1,2002 Site Plan by David Crispin,PE Special Conditions of Approval I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.All conditions require your compliance. II. Prior to the start of work,the following conditions shall be satisfied: 1. WithinP one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8(recording requirement)on page 3 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s) and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of approved plans and an approved revisions thereof)to project contractors prior to the start Conditions and pp p ( y PP of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. 3. General Condition 9 on page 3(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 5. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note:the strawbales and siltation fence must show in the foreground (or bottom of)the photographs. p.4.1 8. General conditions No. 12 and No. 13 (changes in plan)on page 3 shall be complied with. 9. General condition No. 17 (maintaining sediment controls)on page 4 shall be complied with. 10. The work limit shown on the approved plan shall be strictly observed. 11. There shall be no disturbance of the site, including cutting of vegetation, beyond the work limit. This restriction shall continue over time. 12. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 13. This permit is valid for 3 years from the date of issuance,unless extended by the Commission at the request of the applicant. 14. This approval is contingent upon the approval by the Board of Health of the subsurface sewage disposal system. 15. Any fill used for this project shall be clean fill. Any fill shall contain no trash,refuse,rubbish,or debris, including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe tires,ashes, refrigerators,motor vehicles,or parts of any of the foregoing. 16. Construction shall conform to the requirements of the State Building Code and the Town of Barnstable Zoning By-law Flood Area Provisions for construction within the coastal floodplain. Work shall ensue only after consulting with the Building Commissioner. 417. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof runoff. *r-.18. Proposed planting shall be implemented. Advance consultation to the conservation agent is required. 19. All areas disturbed during construction shall be revegetated immediately following completion of work at the site. No areas shall be left unvegetated for more than 30 days. Mulching shall not serve as a substitute for the requirement to revegetate disturbed areas at the conclusion of work. $4 20. All proposed lawn areas shall be underlain with a minimum of 4 inches of loam. 21. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer is used,only slow-release low-nitrogen fertilizer shall be applied. Over-fertilizing shall be avoided. 22. Work limit markers (wood stakes)shall remain until a Certificate of Compliance is issued for this project. p.4.2 IV. After all work is completed,the following condition shall be promptly met: 23. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance.At the time of the request for a Certificate of Compliance an gpdated sequence of color photographs of the undisturbed buffer zone shall be also submitted. p.4.3 IPA Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions SE3-4011 Mass. Provided by DEP �pi6 39. ,0 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 rfD MA'S A and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: see attached This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions #4, from the date of issuance. Date This Order must be signed by a majority of the Conservation Commission.The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office (see Appendix A) and the property owner(if different from applicant). Signatures: clo f 4 , On Of F PT D 011 Day Month and Year before me personally appeared MmE-� LPN G- to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she exec ;O:the7same,,a his/her free act anddeed. J (2,4 zbCC— a')or Notary Public My Commission Expires This Order is issued to the applicant as follows: by hand delivery on ;� by certified mail, return receipt requested,on OCT Date Date Wpaform&doc•rev.9/9/02 / ' Page 5 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands , �� • WPA Form 5 Order of Conditions SE3-4011 NAM 8 Provided by-DEP �p 039.A,0 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII C. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L.c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Barnstable Conservation Commission Wpaforrn5.doc•rev.9/16/02 Page 6 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands SE3-4011 d WPA Form 5 - Order of Conditions Mass. � Provided by DEP 9�a i639• Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 CEO NIA A � and Town of Barnstable Ordinances Article XXVII D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. -------------------------------------------------------------------------------------------------------------------------- To: Barnstable Conservation Commission Please be advised that the Order of Conditions for the Project at: 1010 Craigville Beach Road, Centerville SE3-4011 Project Location DEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant 0 Wpaform6.doc•rev.9/16/02 Page 7 of 7 , w Bunting sketch(Page- 1) lower/Client K ros Theodore S 8 Sarah R o ert Addres 1010 Crai ville Beach Rd it Centerville CounLy Barnstable State MA Zip Code 02632-3545 Lender Rockland Trust Company i 4 r 20.0' b ! 2-car detached 0 N Garage N 20.0' 20.0' 24.0' 36.0' ��� Bath DiningEF" Bat Area �KitchenWood Deck o Bat b C` N Bedroom Clst'[Bedroom IC co w Storage under a a n u!/q Bedroom rn Living Room - --------- - ------- 'Clst r I 24.0' 16.0' v d 16.0' 24.0' S4eW q 4oa N*• . Comments: AREA[:CALCULATIONS.SUMMARY.. GIVING AREA'BREAKDOWN' Code 'Description:,� Sae Net Totals." ;Breakdown Subtotals' GLAl First Floor 1408.00 1408.00 First Floor GAR Garage 480.00 480.00 4.0 x 24.0 96.00 OTH Deck w storage under 528.00 528.00 22.0 x 56.0 1232.00 4.0 x 20.0 80.00 TOTAL LIVABLE (rounded) 1408 3 Calculations Total(rounded) 1408 Form SKT.BldSkl—TOTAL for Windows'appraisal software by a la mode,inc.—1-800-ALAMODE r l 1010 CEMQVILLE BEACH ROAD '- ;NOTICE -0F�.INTE`NT t TOWN OF BARNSTABLE CONSERVATION CO[vilvtTSSION- L ,JULY 2002 i / Y 3 r 1 s` - , 1 F r , Prepared for: 'Ken Grady Grand Cove Landing, Inc. .464 Maui Street - P.O. Box 522 West Dennis, MA ;02670 . BSC job s#48379 00 k ' Prepared by: SC GROUP; R , 384,Washing"tori Street Norwell,�M.assachusetfs,02061 - - ,... , BSC GRoup g 384 Washington St. July 29, 2002 Norwell, MA 02061 , 1 Tel: 8►-6 7 59-798► Town of Barnstable Fax:617-345-8027 w, Conservation Commission 200 Main Street Hyannis, Massachusetts 02601 RE: Notice of Intent, 1010 Craigville Beach Road, Barnstable, { Massachusetts, BSC Job#48379.00 a , Members of the Conservation Commission: 1 The BSC Group, Inc. (BSC)is pleased to submit this Notice of Intent on behalf of our client, Ken Grady, Grand Cove Landing, Inc., 464 Main Street, P.O. Box 522, West Dennis, Massachusetts for the property located at 1010 Craigville Beach 1 : Road in Centerville(Barnstable), Massachusetts (the Site). The proposed project involves the installation of a new Title V septic system in the location of the [? ' existing septic system and a proposed deck to be attached to the existing single family home. In order to install a new septic system,vegetation clearing, grading, and landscaping is necessary within the 50-foot and 100-foot buffer. zones, therefore a request for a variance from the Conservation Commission's 50- foot setback policy is required. The proposed project will occur within the 100- foot buffer zone to Bordering Vegetated Wetlands associated with coastal resource areas and Land Subject to Coastal Storm Flowage. The site is also r ' located within the Riverfront Area and a developed Barrier Beach(Ba-9). Enclosed please find the Notice of Intent and accompanying materials. If you have any questions or require additional information,please contact meat (781) 659 - 7981. 1 Sincerely, F; The BSC Group Inc. ' Bradford Holmes Environmental Planner Engineers ' Environmental Scientists ' CC: Department of Environmental Protection Client GIS Consultants ' Landscape Architects Planners ' P:\PRJ\0000000\4837900\Project Number\BSC Reports\Enviromental\BCCcovlet.doc Surveyors L. TABLE OF CONTENTS Item Section Notice of Intent Form 1 tFiling Fee Information Z Project Description 3 USGS Site Locus Map 4 Barrier Beach Inventory Map 5 FEMA Map 6 Estimated Habitat Map 7 ' Soils Map 8 Abutter Information 9 ' Site Plans 10 ' Attachments 11 1 ' 1 1 ' DIRECTIONS 1: Start out going Southwest on MAIN ST. towards PLEASANT ST. by turning right. ' Pass through 1 roundabout. Approximately pproximately 1.07 miles 2: Enter next roundabout and take lst exit onto W MAIN ST. Approximately 0.52 miles 3: Turn LEFT onto PITCHERS WAY. Approximately 0.49 miles ' 4: Turn SLIGHT RIGHT onto SCUDDER AVE. Approximately 0.19 miles ' S: Turn RIGHT onto SMITH ST. Approximately 0.30 miles 6: SMITH ST becomes CRAIGVILLE BEACH RD. Approximately 1.67 miles ' Total Estimated Time: 17 minutes Total Distance: 4.25 miles 1 t I ' ' Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 3 — Notice of Intent Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town A. General Information Important: When filling out 1. Applicant: ' forms on the Ken Grady, Grand Cove Landing, Inc computer, use Name only the tab E-Mail Address(if applicable) key to move 464 Main Street, P.O. Box 522 ' your cursor- Mailing Address do not use the West Dennis MA 02670 return key. City/Town State Zip Code (508) 760- 1950 Phone Number Fax Number(if applicable) 2. Representative (if any): BSC Group Firm Craig Field, Brad Holmes ' Note: Contact Name E-Mail Address(if applicable) Before 657 Main Street, Unit 6 completing this Mailing Address ' formconsult W. Yarmouth MA your local City/Town 02673 Conservation State Zip Code Commission (508) 778 - 8919 (508)778- 8229 regarding any Phone Number Fax Number(if applicable) ' municipal bylaw or ordinance. 3. Property Owner (if different from applicant): Janus Investment Trust ' Name P.O. Box 522 Mailing Address ' West Dennis MA 02670 City/Town State Zip Code 4. Total Fee: ' $165.00 (from Appendix B:Wetland Fee Transmittal Form) 5. Project Location: ' 1010 Craiqville Beach Road Centerville (Barnstable) Street Address City/Town ' Map 226 4-2 Assessors Map/Plat Number Parcel/Lot Number 6. Registry of Deeds: Barnstable County Book Page CTF. 278 ' Certificate(if Registered Land) ' W PA Form 3 Rev.02/00 Page 1 of 8 Massachusetts Department of Environmental Protection DEP File Number: ' Bureau of Resource Protection - Wetlands WPA Fora 3 — Notice of Intent Provided by DEP ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town A. General Information (cont.) ' 7. Summar y of Project Impacts: a. Is any work being proposed in the Buffer Zone? ® Yes If yes, how many square feet? ' Approx. 3,700 square feet q (Deck, Septic System, grading, clearing, landscaping) buffer zone to Bordering Vegetated Wetlands ❑ No b. List the impacts of proposed activities on each wetland resource areas (temporary and permanent impacts, prior to restoration and mitigation): ' Resource Area Size of Impact (e.g., sq. ft.) Land Subject to Coastal Storm Flowage Approx. 3,700 square feet ' Riverfront Area Approx. 3,700 square feet Barrier Beach Approx. 3,700 square feet ' B. Project Description ' 1. General Project Description: Project located at 1010 Craigville Beach Road includes installation of a new septic system, construction of a deck, grading, vegetation clearing, and landscaping. For more information please ' refer to the Project Description attached 2. Plan and/or Map References: BSC Site Plan ' Title Date ' W PA Form 3 Rev.02/00 Page 2 of 8 ' Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 3 — Notice of Intent Provided by DEP ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town ' C. Activities Subject to Regulation 1. a. Check the applicable resource areas if work is to be conducted in an associated Buffer Zone: ' Inland Resource Areas Coastal Resource Areas ❑ Inland Bank ❑ Coastal Beach ' ❑ Barrier Beach ❑ Bordering Vegetated Wetland (BVW) ❑ Rocky Intertidal Shore ❑ Coastal Dune ' ❑ Salt Marsh ❑ Coastal Bank ® Bordering Vegetated Wetland (BVW) to a Salt Marsh ' b. Complete for all proposed activities located, in whole or in part, in Wetland Resource Area(s). Inland Resource Areas: ' Bordering Vegetated Wetlands: BorderingLand Subject to Flooding: 1 ' Not Applicable Not Applicable Square Feet altered Volume of Flood Storage Lost(cubic feet) Square Feet replaced Volume of Flood Storage Compensation(cubic feet) ' Land Under Water Bodies: Isolated Land Subject to Flooding: Not Applicable Not Applicable ' Square Feet altered Volume of Flood Storage Lost(cubic feet) Cubic Yards dredged Volume of Flood Storage Compensation(cubic feet) Bank: Not Applicable Linear Feet altered Coastal Resource Areas: Coastal Dune: Land Under Salt Pond: ' Not Applicable Not Applicable Square Feet altered Square Feet altered ' Cubic Yards/Volume removed Cubic Yards dredged Salt Marsh: Rocky Intertidal Zone: ' Not Applicable Not Applicable Square Feet altered Square Feet altered Coastal Bank: Designated Port Area: ' Not Applicable Not Applicable Linear Feet altered Square Feet altered ' W PA Form 3 Rev.02/00 Page 3 of 8 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 3 — Notice of Intent ProvidedbyDEP ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town ' C. Activities Subject to Regulations (cont.) Fish Run: Land Containing Shellfish: ' Not Applicable Not Applicable Linear Feet altered Square Feet altered Land Subject to Coastal Storm Flowage: Beach: ' Approx. 3,700 square feet Not Applicable Square Feet altered Square Feet altered ' Land Under Ocean: Developed Barrier Beach: .Not Applicable Approx. 3,700 square feet Square Feet altered Square Feet altered ' Cubic Yards dredged ' Riverfront Area: a. Name of Waterway(if available): ' Centerville River ' b. Width of Riverfront Area (check one): ❑ 25 ft. - Designated Densely Developed Areas only ' ❑ 100 ft. - New agricultural projects only ® 200 ft. -All other projects ' c. Describe how the Mean Annual High-Water Line was determined: Centerville River is a tidal river. MAHW line was determined on April 22 at 8:30A.M. by Norman W. ' Hayes of the BSC Group. d. Distance of proposed activity closest to the Mean Annual High-Water line: ' 78 feet Feet ' e. Total area of Riverfront Area on the site of the proposed project: Approx. 30,409 square feet Square Feet ' f. Proposed alteration of the Riverfront Area: 3,700 sq.ft. 750 sq.ft. 2,950 sq.ft. ' Total Square Feet Square Feet within 100 ft. Square Feet between 100 ft.and 200 ft. WPA Form 3 Rev.02/00 Page 4 of 8 1 ' Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 3 — Notice of Intent Provided by DEP Massachusetts We Protection Act M.G.L. c. 131, §40 Town C. Activities Subject to Regulation (cont.) 2. Check all methods used to delineate the Bordering Vegetated Wetland (BVW) boundary: ❑ Final Order of Resource Area Delineation issued by Conservation Commission or DEP (attached) ❑ DEP BVW Field Data Form (attached) ' ❑ Final Determination of Applicability issued by Conservation Commission (attached) ® Other Methods for Determining the BVW boundary(attach documentation): ' ® 50% or more wetland indicator plants ❑ Saturated/inundated conditions exist ® Groundwater indicators 1 ® Direct observation ® Hydric soil indicators ❑ Credible evidence of conditions prior to disturbance. 3. a. Is any portion of the proposed project located in estimated habitat as indicated on the most 1 recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program? 1 ❑ Yes If yes, include proof of mailing or hand delivery of NO[ to Natural Heritage and Endangered Species Program ' Division of Fisheries and Wildlife Route 135, North Drive Westborough, MA 01581 ® No Massachusetts Natural Heritage and Endangered Species Atlas 2000-2001 Edition Date of Map ' b. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? ❑ Yes If yes, provide name of ACEC (see Appendix D for ACEC locations): ® No c. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L. c. 131, § 40A) or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)? ' ❑ Yes ® No WPA Form 3 Rev.02/00 Page 5 of 8 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 3 — Notice of intent ProvidedbYDEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town D. Performance Standards 1. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 or 310 CMR 10.53? ' ❑ Yes If yes, describe which limited project applies to this project: ® No ' 2. Is any activity within any Resource Area or Buffer Zone exempt from performance standards of the wetlands regulations, 310 CMR 10.00. ® Yes If yes, describe which exemption applies to this project: ' Yes, conversion of lawns to decks located more than 50 feet from the BVW ❑ No ' 3 a. Is the project located in the Riverfront Area? ' ® Yes If yes, indicate the proposed project purpose: ® Single Family House ❑ Industrial Development ' ❑ Residential Subdivision ❑ Commercial Development ❑Transportation ® Other (describe) Single Family home associated septic system and deck b. Was the lot where the activity is proposed created prior to August 1, 1996? ® Yes ❑ No 4. a. Describe 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. Attach narrative and supporting documentation. ' b. Is this project exempt from the DEP Stormwater Policy? ® Yes If yes, explain why the project is exempt: ' Single Family home ' ❑ No If no, stormwater management measures are required. Applicants are encouraged to complete Appendix C: Stormwater Management Form and submit it with this form. a ' W PA Form 3 Rev.02100 Page 6 of 8 ' JUL—LO-000C lur. Us;en I'll b6U NUKWELL FAX N0, 6173458027 P. 11 Massachusetts Department of Environmental PrMection DEP File Number- Bureau of Resource Protection - Wetlands ' WPA Forts 3 ® Notice of intent Provided by DeP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town E. Additional Information Applicants must include the following with this Notice of Intent (NOI): • USGS or other map of the area(along with a narrative description, if necessary), containing sufficient Information for the Conservation Commission and the Department to locate the site. • Plans identifying the location of proposed activities (including activities proposed to serve as a ' Bordering Vegetated Wetland(BVW) replication area or other mitigating measure)relative to the boundaries of each affected resource area. • Other material identifying and explaining the determination of resource area boundaries shown on plans (e.g., a DEP SVW Field Data Form). ' • List the titles and final revision dates for all plans and other materials submitted with this NO1. F. Fees The fees for work proposed under each Notice of Intent Conservation Commission and the Department(see Instructions and Appendix B.Wetland tFee® Transmittal Form). No fee shall be assessed for projects of the federal governmem, the Department,or cities and towns of the Commonwealth. ' Applicants must submit the following information (in addition to )ages 1 and 2 of Appendix B)to confirm fee payment: ' — 7/aa3/0 Check Number _ Check datre Payor name on check Ap Alcant name(It different from payor) ' G. Signatures and Submittal Requirement:; I hereby certify under the penalties of perjury that the foregoing Niotice of Intent and accompanying plans,documents, and supporting data are true and complete tc.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. . . 131, §40.Notice must be made in writing by hand delivery or certified mail (retAnqu ed) all abutt rs with' 100 feet of the pr)perty line of the project oca ' n. plicant 23 ri o �Z_ to ' Signature of Property owns (I ifferent) Date 7 O Signature of Representative(if any) bats ' WPA Form 3 Rev.02/00 Pogo 7 of 0 ' Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 3 — Notice of Intent Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town G. Signatures and Submittal Requirements (cont.) For Conservation Commission: Two copies of the completed Notice of Intent (Form 3), including supporting plans and documents;two ' copies of pages 1 and 2 of Appendix B; and the city/town fee payment must be sent to the Conservation Commission by certified mail or hand delivery. ' For DEP: Two copies of the completed Notice of Intent (Form 3), including supporting plans and documents;two copies of pages 1 and 2 of Appendix B; and a copy of the state fee payment must be sent to the DEP ' Regional Office (see Appendix A) 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. W PA Form 3 Page 8 of 8 Rev.O2100 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands ' WPA Appendix B — Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' Important: A. Applicant Information When filling out forms on the computer, use 1. Applicant: only the tab key to move Ken Grady, Grand Cove Landing, Inc. your cursor- Name do not use the 464 Main Street, P.O. Box 522 ' return key. Mailing Address West Dennis MA 02670 City/Town State Zip Code ' (508) 760- 1950 Phone Number 2mm 2. Property Owner (if different): ' Janus Investment Trust Name P.O. Box 522 ' Mailing Address West Dennis MA 02670 City/Town State Zip Code ' Phone Number 3. Project Location: ' 1010 Craigville Beach Road Centerville (Barnstable) Street Address City/Town ' B. Fees ' To calculate filing fees, refer Abbreviated Notice of Resource Area Delineation (Form 4A): to the category fee list and The fee is calculated as follows (check applicable project type): ' examples in Section D of Elthis form. single family house project X$1.00= ' (feet of BVW) Total fee(not to exceed$100) ❑ all other projects ' X$1.00= (feet of BVW) Total fee(not to exceed$1,000) ' State share of filling fee: (112 of total fee less$12.50) ' City/Town share of filling fee: (1/2 of total fee plus$12.50) W PA Appendix B Page t of 6 Rev.02/00 ' Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Appendix B — Wetland Fee Transmittal Form ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' B. Fees (cont.) Abbreviated Notice of Intent(Form 4) or Notice of Intent (Form 3): ' The fee should be calculated using the following six-step process and worksheet: Step 1/Type of Activity: Describe each type of activity (see Section D for a list of activities) that will ' occur in wetland resource area and buffer zone. Step 2/Number of Activities: Identify the number of each type of activity. ' Step 3/Individual Activity Fee: Identify each activity fee from the six project categories in Section D. 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 5/Total 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. Step 1/Type of Activity Step 2/Number Step 3/Individual Step 4/Subtotal ' of Activities Activity Fee Activity Fee Construction of a deck (Cat1 a) 1 $55 $55 ' Installation of a new Septic System (Cat1 e) 1 $55 $55 Clearing, grading, landscaping (Cat1 a) 1 $55 $55 Town of Barnstable BYLAW FEE_ $45.00 ' Step 5/Total Project Fee:$165.00 Step 6/Fee Payments: Total Project Fee:$165.00 (Total fee from Step 5) State share of filing fee:$70.00 (1/2 total fee less$12.50) City/Town share of filling fee:$95.00 (112 total fee plus$12.50) W PA Appendix B Page 2 of 6 Rev.02/00 Enter Your Transmittal Number ---� W 0 2 9 6 5 6 Your uni ue Transmittal Number can be o accessed through DEP's web site or by calling the DEP InfoLine as listed on the last page of this document Massachusetts Department of Environmental Protection `'a,M ,,•� Transmittal Form for Permit Application and Payment pp y ent ' '<Instructwns K x �r � � DEP Permit Code(the 7 or 8 character code from first page of permit application instructions). 1. Please type or WPA Form 3 ' print.A separate Name of Permit Category: Transmittal Form must Notice of Intent be completed for each Type of Project or Activity: Septic System installation, Construction of a deck,clearing, permit application. g,grading,and landscaping 2. Your check should B:rAppf�can# Information (FNi rrlmorindluldual be made payable to Name of Firm: the Commonwealth of Grand Cove Landing, Inc. Massachusetts. ' Please mail your Or,if party needin this a royal is clearlyan individual.- check along with a Individual's Last Name: Grady First Name: Ken MI copy of this form to: DEP, P.O.Box 4062, ' Boston, MA 02211. Street Address 3. Three(3)copies of 464 Main Street, P.O.Box 522 this form will be City/Town State Zip Code Telephone Number needed. West Dennis MA 02670 ext. ' Contact: e-mail address (optional) Copy 1 (the original) Ken Grady must accompany your a r , permit application. Faelllt $Ite OrglndlYlC�llale rNrC1U1 Copy 2 must Name of Facility,Site or Individual DEP Facility Number(if Known) accompany your fee 1010 Craigville Beach Road payment. Street Address Copy 3 should be e-mail address: ' h B vill ge Beach Road retained for your 1010 Crai (optional) records City/Town State Zip Code Telephone Number Centerville(Barnstable) MA ( ) ext 4. Both fee-paying ' _ ' and exempt applicants D.=Y A lrcatlon Pre tired li �[Ifdiffe ent firom Se tlon B f r must mail a copy of Name of Individual or Firm. this transmittal form to BSC Group, Brad Holmes DEP, P.O. Box 4062, Address ' Boston,MA 02211 384 Washington Street For DEP Use Only City/Town State Zip Code Telephone Number Permit No. Norwell MA 02061 (781)659-7981 ext. Rec'd Date Contact: LSP Number(21 E only) ' Reviewer Brad Holmes h 4 � 'ERA . `�Pe�rnl# P,rojectCoorilrnatwn �&' <, � %� 3 fz w � ,p, Y ' a_.,. r_,...a .z......... _-Is this project subject to MEPA review? ❑ yes ® no If yes, indicate the project's EOEA file number(assigned when an Environmental Notification Form is submitted to the MEPA unit) EOEA# Is an Environmental Impact Report Required? ❑yes❑ no Is this application part of a larger project' for which two or more DEP permits are being or will be sought? ❑ yes ® no List an other DEP permits that apply to this project: Kermit Categoryy Date ofSubmission,(tentative or actual) :Transmittal Humber(if application already submitted)T ' F Amount Due k f Special Provisions: ❑ Fee Exempt'(city,town or municipal housing authority)(state agency if fee is$100 or less) M.. ' ❑ Hardship Request[payment extensions according to 310 CMR 4.04(3)(c)j ❑ Alternative Schedule Project(according to 310 CMR 4.05 and 4.10) "There are no fee exemptions for 21 E, re ardless of applicant status Check#: �),�3_ Dollar Amount: 7D.00 Dater ' Please make check payable to the Commonwealth of Massachusetts and mail check and one copy of this form to DEP, P.O.Box 4062, Boston, MA 02211 rev:03/21/00 Town of Barnstable Conservation Commission 200 Main Street BAMSTABLE. = Hyannis Massachusetts 02601 y MASS. 1639 ArED MA't�' ' Office: 508-862-4093 E-mail: conservation@town.barnstable.ma.us FAX: 508-778-2412 ' Regulation Governing Minimum Submission Requirements for a Notice of Intent Application The Barnstable Conservation Com mission has adopted the following requirements in order to obtain more consistently complete submission documents necessary for a thorough and efficient review of all Notice of Intent(NOI)applications. Failure to complete any of the items in this checklist may result in your application being denied. 1 Applicant or applicant's agent should check each box denoting that the task has been completed or in certain instances,like field staking,denoting that the task will be completed. This checklist shall be submitted to the Barnstable Conservation Division with the NOI application: 1. Abutter Notification(See Abutter Notification Regulation) [l� a. Contact the Conservation Division office(508)862-4093 regarding the docketing process. Q� b. Provide a copy of the list of abutters within a 300'radius of the project site. ' ❑ C. Provide two copies of the Assessor's Map indicating the parcel of the project site and showing the 300'radius perimeter line. (� d. Provide a copy of the abutter notification letter. Use the form letter provided in our Abutter Notification Regulation. ❑ e. Provide the return receipts from the certified mailings to the abutters as proof of notification,with the receipts due no later than the night of the hearing. If any mailings are returned,provide the entire envelope,indicating by postal service stamp the reason for return. ' 2. Field Staking: a. On or before Tuesday, 8:30 a.m. one week prior to the scheduled public hearing,have ' your project staked by a Registered Land Surveyor showing all outside comers of all proposed structures and the continuous proposed"limit of work" line. b. Have a wetlands scientist or other qualified professional flag all wetland resource areas on or within 100' of the work area. Make sure that the flags are sequentially numbered. [� C. Provide a project identification stake with bright painted top and applicant name and address easily visible from the street accessing the site. Q:\Conservt\Webfonns\SUBREQ2.doc Rev:2/11/2002 Page 1 3. Lezal Advertisement Fees: ❑ a. While we take care of the ad's publication,you are responsible for its payment.Pay by check at the hearing.The amount will be calculated at that time. 4. Minimum Documentation for a Comulete Application: ' a Provide a completely filled out(in all parts)Notice of Intent application as locally adopted for the Town of Barnstable -Form 3 and supplements(Riverfront Area or Stormwater Management Supplements)as applicable, including DEP Vegetated Wetland Field Data Form. Indicate assessor's map and parcel number of the project as well as the street address. i ' [[� b. Provide project plans stamped by a professional engineer,land surveyor,architect or landscape architect(as applicable).Plans shall be drawn at a readable scale(1"=20' preferred).For multi-acre sites a second site plan,drawn at larger scale showing the ' entire site,should also be provided. / The site plan shall also show: lv1 1. All existing and proposed contours(at 2'minimum intervals, 1' preferred on residential sites). LI 2. Clear delineation of all existing and proposed structures and features. Building t structures must be accurately dimensioned(fixed location)from property lines and wetland resource areas. Plans shall be in sufficient detail to show all potential wetland impacts,mitigation, compensatory areas,engineered structures,utilities,landscaping, etc.within the area of jurisdiction. On complicated sites,existing and proposed conditions should be shown on separate sheets. 3. Locus inset map of the site clearly showing its location relative to surrounding public streets. 4. All wetland resource area flags by individual flag number(matched-to the field) ' to clearly identify all resource areas on or within 100' of the work area. ❑ 5. Section views showing changes in grade,cuts and fills. ' ❑ 6. Plan revisions clearly noted and dated in the revision block.The individual who stamped the plan must re-initial. A Revised Plan Submittal Sheet must be ' attached. 7. At least one copy of the submitted site plan printed with original signature or over original professional seal. C. Provide detailed,written street directions to the locus(site). dd. Provide a copy of a U.S.G.S.locus map indicating the general area of the project site. Q:\Conservt\Webforms\SUBREQ2.doe Rev:2/11/2002 Page 2 1 e. Provide a written narrative of any project impact and proposed mitigation as they relate ' to: ❑ 1. Any of the interests of Article 27 of the Town of Barnstable By-Laws and the MA Wetlands Protection Act. ' ❑ 2. The performance standards contained in the MA Wetland Protections Regulations(310 CMR 10.) ' ❑ 3. Regulation Governing Activity in the 100'Buffer Zone. ❑ 4. Regulations for Private Piers and Docks. ❑ 5. Pier Compliance and Maintenance Regulations. ' ❑ 6. Guidelines for New Private Piers. ❑ 7. Any other applicable regulations(310.CMR 10 or as promulgated under Article 27 of the Town Ordinances). ' f. Provide a check for the Town of Barnstable portion of the required filing fee. (The portion payable to the Commonwealth goes elsewhere.) g. Provide any other documentation,photographs,architectural renderings or other ' supporting data prepared by professionals competent in the field which may be relevant to the application. ' 5. Submission of co vies n es of the completed application with mans: a. Provide two Notice of Intent applications with plans folded to the Barnstable Conservation Division Office for the permanent file. b. Mail two copies of the Notice of Intent with plans to the D.E.P. Southeast Regional ' Office,20 Riverside Dr.,Lakeville,MA 02346 Send DEP portion of filing fee to: Dept.of Environmental Protection,Box 4062,Boston,MA 02211 C. Provide seven additional Notice of Intent copies(with folded plans and all pertinent data ' attached)to the Barnstable Conservation Division Office for distribution to and review by the Barnstable Conservation Commission members. Any supplementary ' documentation for member review should be submitted on or before Tuesday at noon, two weeks prior to the scheduled public hearing. ❑ d. For roadway construction or repair projects,provide one copy of the Notice of Intent and ' plans to the Coastal Health Resources Coordinator c/o the Board of Health. ❑ e. For coastal piers, dredging,coastal engineering structures or other coastal erosion control ' projects,provide one copy of the Notice of Intent and plans to the Shellfish Biologist c/o Natural Resources Division Office, 1189 Phinney's Lane,Centerville,MA 02632 ❑ f. For coastal piers and dredging provide one copy to the Harbor Master,c/o the Harbor ' Master Division, 1189 Phinney's Lane,Centerville,MA 02632 ' Q:\Conservt\Webforms\SUBREQ2.doc Rev:2/11/2002 Page 3 1 ' Submitted the day of in the year in accordance with the Town of Barnstable"Regulation Governing Minimum Submission Requirements for a Notice of Intent Application"by: (Print Name) ' Owner/Applicant Signature / Telephone Number A�VlqfcL 01) 6," - 7M (.76 ' Owner's Athorized Agent Signature / Telephone Number 1 Approved: May 28, 1997 1 � 1 I' ' Q:\Conservt\Webfomis\SUBREQ2.doe Rev:2/11/2002 Page 4 raG t O r 1010 Craigville Beach Road ' Centerville, Massachusetts ra ' 1.0 INTRODUCTION PROJECT DESCRIPTION The applicant, Ken Grady of Grand Cove Landing, Inc., 464 Main Street, P.O. Box 522,West ' Dennis, Massachusetts proposes to conduct site improvements on the property located at 1010 Craigville Beach Road in Centerville, Massachusetts (the Site). The proposed site improvements involve the installation of a new Title V Septic System to replace an existing septic system, ' construction of a 12 foot by 20 foot deck to be attached to the existing single family home, and clearing, grading, and landscaping associated with the proposed septic system upgrade to Title V. The site is located within the 100-foot buffer zone to Bordering Vegetated Wetlands associated with a coastal salt marsh, Land Subject to Coastal Storm Flowage, Riverfront area, and within a ' developed Barrier Beach identified as Ba-9 (Barrier Beach Inventory Map enclosed). 2.0 SITE DESCRIPTION ' The site contains an existing single family home with existing septic system, detached garage, landscaping, gardens, and surrounding vegetated areas. The site is bordered by Centerville River to the North and East,bordering vegetated wetlands associated with a coastal salt marsh to the ' east/northeast, and 30 foot and 15 foot public ways to the west and south. The resource areas and areas of conservation jurisdiction on the site that are protected under the ' Wetlands Protection Act and the Town of Barnstable's Wetland Protection Bylaw include: • Riverfront Area �,z sy s7le- • Salt Marsh • Bordering Vegetated Wetland(BVW) to the salt marsh ti • Buffer Zone to BVW ' • Land Subject to Coastal Storm Flowage • Barrier Beach ,(�V�/ 7� Pver- 3.0 PROPOSED CONSTRUCTION ACTIVITIES ' The applicant wishes to install a new Title V Septic System at the site, construct a deck to be attached to the existing single family home, and clearing, grading, and landscaping associated with the installation of the proposed septic system. Due to the existing conditions and size ' constraints of the site, the proposed septic system must be installed within the area of the existing septic system,which is located within the 50-foot buffer zone, and therefore requires a variance from the Town of Barnstable 50 foot setback policy(reference is made to Barnstable Wetlands Bylaw Article 27). Installation of a Title V Septic System In order to upgrade the existing sewage disposal system located at the site, a new Title V Septic System is proposed for installation within the approximate footprint of the existing septic system. This proposed septic system is located, at its closest point, 52 feet away from the edge of the. bordering vegetated wetland(BVW). The grading associated with the proposed septic system is ' approximately 35 feet from the edge of the BVW. Further in order to install the septic system, clearing of existing vegetation is necessary. A total of approximately 1,600 square feet of existing vegetation (1,380 square feet of shrub and herbaceous layers and 200 square feet of tree layer) is i ' necessary for removal in order to install the proposed septic system. This proposed septic system,which has been approved by the Town of Barnstable Board of Health(copy of the Board of Health confirmation attached), is located in the approximate ' footprint of the existing septic system that will be excavated in order to make room for the proposed septic system. This proposed septic system has been designed with a pressure dose a r r r r r r . r r r r r . r 1010 Craigville Beach Road ' Centerville,Massachusetts ' component to minimize the size of the system whereby minimizing the impacts to the buffer zone. ' Construction of a Deck The construction of a deck approximately 12 feet long by 20 feet wide is also proposed within the 100-foot buffer zone but outside the 50-foot buffer zone to BVW. The deck is approximately 72 feet from the edge of the Bordering Vegetated Wetlands. This deck will be attached to the ' existing home and will be supported by wooden piles grounded by sonotube footings. Grading, Clearing, and Landscaping ' As discussed within the installation of the Title V Septic System narrative, clearing, grading, and landscaping is necessary in order to install the proposed septic system. All cleared vegetation will be removed and disposed of off site. ' Revegetation After completion of the septic system, the altered area within the 50 foot buffer zone and ' surrounding areas of the installed septic system will be stabilized with natural wood chips and native shrubs and trees will be planted to revegetate the lost vegetation. For more information, please refer to the proposed revegetation plan listed in Table 1. The altered area between the 50- foot buffer zone and the 100-foot buffer zone will be stabilized by loam and seed. TABLE 1 —PROPOSED SHRUBS PLANT SIZE NUMBER AREA (After 3 years of ' (Height) Growth) SHRUBS Formula = 3.14 x r xr Shadbush (Amelanchier canadensis) 2-3 ft. 2 r= 4, 50.24 sq. ft. ' TOTAL Shadbush= 100.48 sq. ft Bayberry (Myrica pennsylvanica) 2-3 ft. 2 r= 4, 50.24 sq. ft. TOTAL Bayberry= 100.48 ' sq. ft. Inkberry (Ilex glabra) 2-3 ft. 2 r= 3, 28.26 sq. ft. Total Inkbe = 56.52 sq. ft. ' Northern Arrowwood(Viburnum 2-3 ft. 2 r= 4, 50.24 sq. ft. recognitum) TOTAL Arrowwood= 100.48 sq. ft. ' Beach Plum(Prunus maritima) 2-3 ft. 2 r= 3, 28.26 sq. ft. Total Beach Plum=56.52 sq. ft. TREES ' Red Cedar(Juni eras vir niana) 5-6 ft. 1 r= 6, 113.04 sq. ft. Japanese Black Pine(Pines 5-6 ft. 1 r= 6, 113.04 sq. ft. thunber Tana) TOTAL SQUARE FEET OF REVEGATION 640.56 square feet ' 4.0 MITIGATION MEASURES A line of haybales and siltfence will be installed along the limit of disturbance line to surround the proposed septic system. This erosion control line is at least 35 feet away from the edge of the BVW. There will be no stockpiling of equipment of materials within the 50-foot buffer zone. 1010 Craigville Beach Road ' Centerville,Massachusetts ' Erosion/Sedimentation Control: A line of haybales and siltfence will be installed to surround the proposed septic system installation and will be no closer than 35 feet from the edge of the bordering vegetated wetland. This erosion control line will also act as the limit of disturbance ' line. Limited stockpiling of material will occur within the 100-buffer zone,however, all debris will be disposed in accordance with all applicable state and local regulations. Wildlife: No major affects to wildlife are proposed with this project. After completion of the ' project, native shrubs and trees, listed in Table 1, are proposed for planting which will mitigate the clearing activities necessary to install the septic system. Recreational Interests: No affects to recreational interests are proposed with this project as public trust rights and navigation of the Centerville River are not impacted. ' Aesthetic Interests: No affects to aesthetic interests are proposed with this project. The location of the proposed septic system is located in the footprint of the existing septic system. After completion of the project,native shrubs and trees are proposed for planting which will re- establish the vegetative community. ' Public Trust Rights: The proposed project will not affect public rights of fishing, fowling or - P J P g g� g navigation. ' Agriculture: Not applicable to this site. Aquaculture: Not applicable to this site. Historic Interests: The proposed project will have no impact on historic interests. 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'CY b{✓d �<'R i � 2' r AR, t - x"i ,e 'N'aAXt a}Yfia : yU _r s''txrc�= t�i 'tc Jz Fars sf s '33m �` l z '•ik t� .,' 7 } � it a �",,SS ° a& � � � �"st�cL �s,� s ° 3; % u ya't._ .? •s k_� /'� �* n 6 r :f f 1 F r a y a s tY f'� t art J t a a .., t �t t � Rt &1 fy' r aZ � -�z�'e3z. 4 s� .,✓x : t w. a h b s w v i 3 x s.w� 1 1 SITE LOCUS MAP 1010 Craigville Beach Road Barnstable, Massachusetts N 1 BSC GROUP o Source:USGS Quad - ------- ---- --C A P C 0 -D E B A 413k � ........... P5- OR- bm I L �f P g YMM:�7 FNh W., C,I Li b if N U, A A .�u % 3e ........... To.n—1 ,�rl S low :::::.i 1 ..........Z IN, (se.d A R X S T A B I,E v -4 f W q igi At, h fl. 55, IC Pt I bA i le i % A r'9 I N• 7 V" g AMU, 1 0 6 : QqUJ 6`1 IT, 4. Vs — V-4 t '.iC q ei- 0-�9 76, V 96�1 WN __R.d bil Be z"a flq P -F st...Y P P 11-on rl 0 C 5 A'.4 0 P P-0 ,. 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R.ck 1 Light Fo, -ke 1 1 7-7 f tie 71 Portions of this map's shoreline,which do not include C K E 2 S 0 U N Ill N T Ul.., till airier beaches,lia e- He a�deg Hidd,- 4 ve been removed to fit design formal.. ,.o....t R.ck Hyannis Quadrangle Barrier Beach Inventory Project Barrier Beach Unit Code System Massachusetts-Barnstable County Executive 01fice of Environmental Affairs Ba-7 The geological field research and mapping was Massachusetts Coastal Zone Management Town Barrier unit compiled and produced under contract With Richard F.Delaney, Director Barrier Beach Margins The Prbvincetown Center for Coastal Studies The seaward and landward margins of all barrier Project oject Coordinator: Gary Clayton beach units extend to mean low water and include Principal Investigator: Lester B.Smith,Jr. Geologic Advisor: Jeffrey Benoit contiguous marsh and/or tidal flats. Date of completion: April 1982 no Contiguous marsh andfor tidal flats Maps depict Barrier Beaches subject to are present Base maps are U.S.Geological Survey Quadrangles- �Execullve 0(det No.181. contiguous marsh indloi tidal flats 7.5 Minuie Series(Topographic) c Department of Public Works.Massachusetts -,CV0%V\, are part at the barrier beach unit !% Scale in Feet 1:40,000 1000 0 1000 2000 3000 4000 5000 1;* North The ptepalfillon of INS publication was funded by the 011ice of Coastal Zone Management.Na lioi till Oceanic and Almosphei Ic Adi till Istra[for). U.S.Depal Iment of Commerce,undo r a pi ogi not i It nplomul till lint]grant to tho Commonwealth of M;ir,:;;il:l lusel1r, rrM ..t.> 3arr+�fl'r>hmn+m.. a S -77 fit m F Y H 1 1 qS . $ M .u d 9 q j 3 t l S 1 n� r v � 9 T - 5. fiE p 8 H r $ Iv F q; - ! 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' i .�8i r""' -�" bAli1�� 'ti 4 .rJ rNP � d+a:r , ` i J 1 i � �Y � r�� � s4+'d,.r. r P�� '.-=•fir o '�a +� '4 P' 9 � I 1 mr �b��i✓,✓a' - till AMR �'"e 1 }.���� - �. �Jfi�� Ay yr' •r�' �' J $� _�'?- 5.1-yTi`y4 -._ _-cca�"q' 7o��bFrT s��@�'` � .W�„-� �5�- 1 �-3"•��&, _, F��''�' � � A"='��'� �`r •5 .,, � : r s���� r„r iXsJ �„. 4��-�°�,rxr�t f v,.�v���a��^'��°�'}'��*.r -s•s.r� � f*r ' r Ryo - . �"' iLry•L� ^ IG1* 'i - ,_.. .�„v�.sN-�����+ - � k .sir' •�� N { r�� �� �4u�.asF a. .'�' '� t,. - � X:�v�2��..ab,�,i.'i�i"' s y ��»�k Yuw .c.�'y�i ��^R"'�a'✓�-s�. /� �pl 1 WINlvM ,r^i r�,f,� .•ax =y �-` sr Nat an- mul n �'���i�� ..k S�.^s-1�"`�.,�cy'�"gm-'" -1'''a �i 5m�-i-E•�,1�i'.,p,'-a '�'� s. �9 ,�*.�, s � Fes. vcs-�``Y�` •f.��������.,v=*is�'��'���s�rt'r"�,3 riy,'�'�a- •�y..�y� �t ������ � �" `Fr��arb}n�rr.'���• '� y������-k',�i£'�TSS �^'�t`.-`�,x��" Q- - -r��r+�"�' S. � �•�`� ,�` ���ryt �"P�.:�. 2�4�h �,y�prF% ���X,.�rzF���"i hrs�s?+""1 'i 's� �r ':r-� �fl tir: - �s7-- ����'� t ��yklY`t, ''� � �-G� �2�a-��-•�,y.,,:u'�;' �i� �^-a � r a y,f'^ y�-.� ,-�"'s�6��'-�F. Zvi��"�-v��1��� .-�.� �yti..s. -•—� c �s y a . *994 i • 06 era_ i _ MAP206 4 2 I ) Mwne 120 ,wwa _ I 183 121 sb — ��ss --- � 2 13 Q, n "�/ 1 \ 1 #19 tab 1 xrra = 134 _ 71G® ` 1 IIII CRAIGVILLE I 0 IIIIIIIIIII BEACH I *C - ' Illllllllllllllllllllllllllllllllll RC)AD It .. ab I �IIIIIII1111111111111111111111111111111111111111111111t7��� B 99I ' ,r r�rQrO r r ro r riQr j ' N MAP 226 PARCEL Ir_ , _. SCALE: I -200 ;'; WI E 300" BUFFER s ' *NOTE: Planimetria topography, **and NOTE: The parcel lines are only graphic representations DATA SOURCES: Planimehla(man-made features)were interpreted from 1995 aerial photographs by The Jar vegetation were mapped to meet National of property boundaries. They are not true locations,and W.Sewall Company. Topography and vegetation were interpreted from 1989 aerial photographs by GEOD Map Accuracy Standards at a scale of do not represent actual relationships to physical objects Corporation. Planimetria,topography,and vegetation were mapped to meet National Map Accuracy Standard 1"=100. on the map. at a scale of 1"=100'. Parcel lines were 'digitized from FY2002 Town of Barnstable Assessor's tax maps. Parcels Within 300' of Map 226 Parcel 004-002 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from Assessor's database March 8,2002. Mappar Ownerl Owner2 Address City State Zip Country [261-6-1-1-— BARNSTABLE,TOWN OF(CON) CONSERVATION COMMISSION 367 MAIN ST — �HYANNIS MA 02601 �206094 DORAN,STEPHEN 3 TAYLOR LANE �LEXINGTON - MA 102421 I206107 — BARNSTABLE LAND TRUST INC �O BOX 224 _ COTUIT - —IMA-:02635--T� ff!::�UTLER,PETER T&MARIE F �IS LEE STREET �MARBLEHEAD MA 01945 L206115— CASEY,ELAINE J -- 69 EDGEWATER LANE NEEDHAM — MA 02492-2745 I2061 19 BARNSTABLE LAND TRUST INC P O BOX 224 COTUIT �M 102635 f- I206120- BARNSTABLE LAND TRUST INC P O BOX 224 COTUIT — MA r02635 (206121 BARNSTABLE LAND TRUST INC P O BOX 224 COTUIT MA-02635 - f-- r206122 - BARNSTABLE LAND TRUST INC 0 BOX 224 COTUIT — MA 02635 �226002 BARNSTABLE LAND TRUST INC P 0 BOX 224 COTUff _______IMA 2635 �226004002 CRONIN,JEREMIAH J TRS �CRONIN REALTY TRUST PO BOX 165 BELMONT rMA r02478 �2MONOOA CRONIN,JEREMIAH J TRS CRONIN REALTY TRUST �P O BOX 165 �BELMONT MA 02178 -� - I22600400B CRONIN,JEREMIAH J TRS ICRONIN REALTY TRUST �PO BOX 165 BELMONT �MA 02178�� 22600400C �CRONIN,JEREMIAH J TRS ICRON[N REALTY TRUST PO BOX 165 --BELMONT �MA r02178 - Wednesday,July 24,2002 Page I of 3 Mappar Ownerl Owner2 Address City State Zip Country r2260 ___]CRONIN,JEREMIAH J TRS CRONIN REALTY TRUST PO BOX 165 BELMONT --�MA�02178 02600400E 1CRONIN,JEREMIAH J TRS CRONIN REALTY TRUST PO BOX 165 BELMONT �MA 02178 r2661401` CRONIN,JEREMIAH J TRS CRONIN REALTY TRUST PO BOX 165 BELMONT MA 02178 —� �260141OG CRONIN,JEREMIAH J TRS CRONIN REALTY TRUST PO BOX 165 BELMONT IMA 02178 �22600400H_ RONIN,JEREMIAH J TRS CRONIN REALTY TRUST PO BOX 165 BELMONT MA 02178� —� I226008001 �RUSSO,JOAN M f 50 CENTRAL AVE MILTON MA 02186 I22600820_AflCAVALIERE,JAMES A �O BOX 2084 CENTERVILLE �MA 2632I 22600820B CAVALIERE,JAMES A&DEBRA A PO BOX 2084 CENTERVILLE MA 02632 �22600820C CAVALIERE,JAMES A&DEBRA A —� PO BOX 2084 CENTERVILLE— MA 02632 1 f22600820E WILSON,JOHN&HARRIET %WILSON,J014N S&HARRIET R rBOX 552 DUDLEY — MA 01571 22600820E IWILSON,JOHN&HARRIET � P O BOX 552 rUDLEY i57 r22600820I GAZZA,ROBERT A&ANGELA TRS THE GAZZA TRUST 29 OLD COLONY RD TRLINGTON --MA 02174 —I 12260012IJ IWEBB,BRIAN K&NANCY J 107 WEST MAM ST J WESTBOROUGH—�MA �01581 12W00820K IAUCOIN,PETER&ELIZABETH 405 LIBERTY HWY PUTNAM -- :FT r660 --�— I2MW120L DUCKETT,WILLIAM P&— STEEVES,CYNTHIA M R60V MON ATHERNON HARVARD �MA �1451� 1 22600820M ISP[LLANE,MAUREEN M 122 FULTON ST APT 17 ]BOSTON--- — �MA 021-09 —� ---� f 22600820N STEEVES,FREDERICK J&JANICE M 98 HIGH ST --- ASHLAND — MA 0172I� Wednesday,July 24,2002 Page 2 of 3 Mappar Ownerl Owner2 Address City State Zip Country 226192 —FPEMRSON,RONALD C&ANN M 11 GREENWOOD AVE--DUDLE MA 01571 — Wednesday,July 24,2002 Page 3 of 3 i NOTICE OF INTENT ABUTTER NOTIFICATION LETTER DATE: August 1, 2002 RE: Upcoming Barnstable Conservation Commission Public Hearing ' To Whom It May Concern: ' As an abutter within 300 feet of a proposed project, please be advised that a NOTICE OF INTENT application has been filed with the Barnstable Conservation Commission. Applicant: Ken Grady, Grand Cove Landing, Inc. 1 Project Address or Location: 1010 Craigville Beach Road Assessor's Map and Parcel: Map 226, Parcel 4-2 Description: The proposed project located at 1010 Craigville Beach Road involves the installation of a new Title V septic system in the location of the existing septic system and a ' proposed deck to be attached to the existing single family home. In order to install a new septic system, vegetation clearing, grading, and landscaping(revegetation) is necessary within the 50-foot and 100-foot buffer zones, therefore a request for a ' variance from the Conservation Commission's 50-foot setback policy is required. The proposed project will occur within the 100-foot buffer zone to Bordering Vegetated Wetlands associated with coastal resource areas and Land Subject to Coastal Storm Flowage. The site is also located within the Riverfront Area. Applicant's Agent: The BSC Group 384 Washington Street ' Norwell, MA 02061 (781) 659 - 7981 ' Public Hearing Date Time &Location: To be determined by the Barnstable Conservation Commission. Please call the Barnstable Conservation Commission at(508) 862 - 4093 for specific date, time, and location of the public hearing. ' Note: You may consult a copy of the local newspaper for more information regarding the time and date of the public hearing. 1 Note: Plans and application describing the proposed project are on file with the Barnstable Conservation Commission at (508) 862 - 4093 ' Note: You may also contact the Department of Environmental Protection, Southeast Regional Office for more information about this application or the Wetlands Protection Act at (508) 946-2800. ' a I 1 PLANN❑ SCALE PRESSURE DOSE ` REVISIONS : NO. DATE DESCRIPTION PROFILE. NOT TO SCALE: LEACHING FIELD DETAIL: NOT TO SCALE ,. 4/18/02 RIVER INFO. 1/2' PVC PIPE W(18)`1/4' DIA. 12" MIN - 36" MAX .COVER 2 5/21/02 ADD UV UNIT PERFORATIONS 2' O.C. PIPE TO BE LAID LEVEL FINISHED GRACE 3. 6/3/02 ADD PUMP UNIT MANHOLE COVERS AS REQUIRED (BRING TO FINISH GRADE) C,p 9� CAP ENDS \ 4. 7/15/02 PRESSURE DOS. 4" PVC SCH 40 FINISH GRADE c ELBOW - - - - SEE PLAN FOR EL. let. Oa O Oa O Oi O O Oa ,.rp0 Q p Oi p 0i p O♦ O . - � N REDUCER �°;►f�.�:'rf��°�i ►t Y���°'�AG4�'q�:'tf,.��°4t�$° ���^Ap � 6•nEwn� . \ \\ ///\\ \� //.\\ \\ / \\ \\ F of of ei o pi �i oa of of o of of of of p of of oa o GENERAL NOTES: O 3 MANIFOLD 1. THIS PLAN IS FOR DESIGN AND 2 PVC FORCE MAIN 4" PVC 'S- LEVEL BOTTOM DRAIN HOLE CONSTRUCTION OF THE SEWAGE LAID LEVEL NEAR CAP IN 4" PVC f 36 DISPOSAL FACILITY ONLY. 15 O BOTTOM OF PIPE MIN '9Q PROFILE 36" MAX. - 12" MIN. COVER 2• ALL CONSTRUCTION METHODS AND CH 40 1/4"/�• MATERIALS SHALL CONFORM TO MA SS. LEACHING SYSTEM D.E.P TITLE 5 AND LOCAL BOARD RIVER /2% MIN. FINISH GRADE 4" MIN. LOAM & SEED OF HEALTH REGULATIONS. 1= C I=� I=E BOT ELEV = H LOAM & SEED DISTURBED AREAS 3. ALL PIPES LOCATED UNDER PAVEMENT MANIFOLD CONNE CTION 1= F R�LLE al MAX" OR TRAVELED WAY SHALL BE SCHEDULE TE - N LOCUS 40 ORE UAL. • I- E Q < C ]� " " 4. THERE ARE NO KNOWN PRIVATE WELLS NIN =G MIN. 5' SEPARATION CH ROAD CRAIGVILLE BEACH ROAD ;�''� ; p 0 e.�2 MIN. OF 1/8 TO LOCATED WITHIN 150 FT. of THE 1,500 GALLON 1,000 GALLON LONG BE 6 e�<3s+° ° o g+°a � �+° +°fi 9" Qaw e e 1/2 WASHED STONE ANY PKNOWN WELLS PROPOSED WITHIN OSED LEACHING FACILITY NOR VISIBLE MEAN HIGH CRAIGVILLE BEACH " " 150 OF ANY KNOWN LEACHING FACILITY. _ PRECAST CONCRETE PRECAST CONCRETE \J;!,�\ � 7�. .� ' SEPTIC TANK PUMP CHAMBER GROUNDWATER = I WASHED STONE FINES) 5. WITHIN LIMIT OF EXCAVATION REMOVE s" STONE BASE NANTUCKET SOUND 5 �T. s 6 "i 2.5 O (TYP) � ALL TOPSOIL SUBSOIL AND OTHER CROSS-SECTION IMPERVIOUS MATERIAL. 6. REPLACE WITH CLEAN WASHED SAND OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING DESIGN CRITERIA: SIEVE ANALYSIS: .� ,� Y�Ft;O n� Ii��axl av wr SHALL , MARC�-i 8 2002 � ♦ �,� 1 _, .... .....�� SOIL TEST PIT DATA. DATA. . ♦ � DESIGN FLOW: PAss No. 5o SIEVE TEST PIT1 TEST PIT VERTICAL DATUM: N.G.V.D. `'PA s°rFio.Nioo SIEVE SHALL -#2 ♦ 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D. 7.3 6.0 ♦ <5 % OF No. 4 SIEVE SHALL ; GRID. EL GRD. EL. BENCH MARK USED: CHISELED SQUARE. RM-19 EST. HIGH GW. 2 2 EST. HIGH GW.' 2.2 ♦ C Fee y y BENCH MARK SET: TOP OF 'FOUNDATION 8.52 ♦ F PASS No. 200 c ;�4wjdx;,, UNIFORMITY COEFFICIENT ® No. 4 �F REQUIRED SEPTIC TANK: SIEVE </=s.o I,, - �r,;: + •t�Y..:'`,` < Z R - 3" -t„" �st .�Y''' �,sy S.w�" }' _ `♦ �/ / 440 X 200% - 880 GAL. 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. , SEPTIC TANK PROVIDED: = 1500 GAL. THE CONTRACTOR SHALL BE RESPON- OF R/ SIBLE FOR PROPERLY LOCATING AND x Ux e 4xrF� r DATE: / / INDICATES � *r v z x 19" a h r 3 8 02 x ( ,tt x� x r � xn ES11MATEC> R h+l `` �R ' • 1 ON- x TEST BY: - SEASONAL HIGH COORDINATING THE PROPOSED CAFE 3 SIZE OF LEACHING FACILITY REQUIRED: STRUCTION ACTIVITY WITH DIG-SAFE 25" LITY THE BSC GROUP, INC. GROUND WATER \ � COMPANY AND AND THE IMAINTANCABLE IING THE a rr. v #M �x = x� K� WITNESSED BY- y �� 4/ DESIGN PERC. RATE: <2 MIN./ INCH 1)/ EXISTING UTILITY SYSTEM IN SERVICE. DAVE STANTON " ` /\ ��02 LONG TERM APPL. RATE 0.74 DIG-SAFE SHALL BE NOTIFIED PER 36„ ti ti _ fir, INDICATES #� EL = 4.3 �r: w � _ °k � 46" PERC. RATE: v OBSERVED G.P.D/S.F. � � �„�- .� #2 t.��,yy #4 \ nOq� ��`pI,I, THE STATE OF MASSACHUSETTS �x '�i * r _ -••...<„ � Iy �_ ,. - .._.., � I'V,q STATUTE CHAPTER 82, SECTION 409 - 48" <2 MIN./INCH - GROUND WATER �� / .. `� �� R 440 GPD 0,74 GPD/SF = 595 S.F. AT TEL 1-888-344-7233. THE EL = 2.0 - *. ��\ 1�/ `' ��._ _. �'i` / �� ENGINEER DOES NOT GUARANTEE EL 2.2 = 61" SOIL EVALUATOR INDICATES \ �� ~ ► \ `....._ THEIR ACCURACY LISA MocDONALD PERC. � UTILITIES AND SUBSURFACE STRUCTURES TEST / SIZE OF LEACHING FACILITY PROVIDED: ARE SHOWN. LOCATIONS AND C SOIL CLASS: `�\ ELEVATIONS OF UNDERGROUND UTILITIES C MEDIUM SAND 1 10YR 6/3 / 440 GPD _ 0.74 SF/GPD 595 S.F. TAKEN FROM RECORD PLANS. THE MEDIUM SAND INDICATES 1 CONTRACTOR SHALL VERIFY'SIZE, 2.5Y 7/4 t UNSUITABLE USE LEACHING FIELD " L.T.A.R. # LOCATION AND INVERTS OF UTILITIES EL = 0.8 = 78 EL = 1.5 54" 0.74 G.P.D./SQ.FT. MATERIAL • ]BOTTOM = 17' x 36' = 612 S,F AND STRUCTURES AS REQUIRED PRIOR 612 S.F X 0.74 GPD/SF = 452 GPD To THE START of CONSTRUCTION. / 8. THIS SYSTEM IS NOT DESIGNED FOR f / THE USE OF A GARBAGE GRINDER. 50' BUFFER f A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECOGNIZED ' ADVERSE IMPACTS TO THE LEACHING OF FACILITY. HIGH GROUNDWATER COMPUTATION p _ . O• �C' 1 i DAVID d. BASED ON TIDE & SITE WELL) 'Qi \ � � s p� , / � / � cBISPIN CIVIL' OBSERVED HIGH TIDE 2.2 �'�iQO ` /' "` / Na 12 % OBSERVED WATER IN WELL 2.2 b / 100 *HIGHEST OBSERVED IN A MONTHLY CYCLETPI eddl 1REELINE / \O� /' ` �,. rY BSC GROUP 9 �t G % ,e7 % / / I RrJs i 657 Main Street, (RT. 28) Unit 6 H�INE ��� I f ! Z / W.Yarmouth Massachusetts INVERT ELEVATIONS: 0 02673 �/ 5087788919 TOP OF FOUNDATION 8.52 ���� ' f l ,/ / � a / EXIST. l / PROJECT TITLE: 4„ INVERT AT BUILDING 7.32 A � Q, - _ �� / / j � � ry / 4" INVERT INVERT AT SEPTIC TANK (IN) 7.10 B G� ! �\ -- GARAGE 4 INVERT AT SEPTIC TANK (OUT) 6.85 C IN 6.8o D O _````� `> � . - - ,� ,�i / SEWAGE DISPOSAL CD 4 INVERT AT PUMP CHA. (IN) V� i� CRAWL / U T 6.55 E / EL 3.7 - #� // CD Lj 4 INVERT AT PUMP CHA. (OUT) O ice' / /„M1 _ _ � SYSTEM DESIGN co GMETCD IROPOSED ~�, ` ♦� XISTING 12'x2O' 1000 GAL. 4 BEDROOM DECK GTp PUMP 0 / #r2 #1010 INVERTS AT LEACHING FACILITY. G DWELLING CHAMBE p p N ,� �`�G TOF 8.52 0 '" f,� 92.0 �� / CRAI GVI LLE` . WMET INV 7.32t 1 (TO MA 9y I T 7.20 F .. ,� A MANIFOLD � /3 VERY . , , fi Q I� � . fin. . � . R r ANT L` E ti . _ . - EMET � e _ x. / .__ CRAWL _ k ,� 14 71.0 , m 1 1/2 .INVERT AT LATERAL NG LP 7.70 G BREAKOUT ELEVATION 8.38 `,,� �,. ,-.. . 5.7 1504- �., = r:��� DARNS'I�A6LE M<. A TO MHW . CURRENT OWNER: JANUS INVESTMENT TRUST EL SEP. TAN � ` * �� ( #� ELEVATION AT BOTTOM F. G \ y •020_ k 3 / SHRUBS: OA (2) SHADBUSH `11, 7.20 H 8 57.8 -,►� TITLE REFERENCE: CTF. 278 OF LEACHING FIELD f Rly, 4 o �\ / V<v o / © (2) BAYBERRY 0 - OBSERVED HIGH TIDE ON y f �/ kro 4 I © �z PLAN REFERENCE: L.C. N 3/29/02 AT 12.30 - 1.30PM 2.20 I �� �,' ;. : xgs � ` ._ ���� © (2) INKBERRY ,., or R , h \ j O I ASSESSORS MAP: 226, 4-2 N \ �O j Y - f''� THE ,a �# �O� QD (2) NORTHERN ARROWWOOD PREPARED FOR: / �\ �/� \\ 78s, _ �. 4 E�INE �4 ��. �\ I ZONING DISTRICT: RC m ��i/ \ /� \ Q�p � `y LIE (2) BEACH PLUM 37 SETBACKS: FRONT 20 Mr. KEN GRADY 0J/ \/ B 35 / I SIDE 10' GRAND COVE LANDING, INC. m oo \ /r / �� REAR t 0 464 MAIN STREET % F'J' \ \ �� � #�7S / // NOTE: I LOT AREA: 46,875 S.F. PO BOX 522 / cF 5 LIMIT OF \ \x A © E ���� / �/ LOCATION OF EXISTING SEPTIC TREES: QF (1) RED CEDAR - RIVERFRONT AREA: 29 400t S.F. EXCAVATION. SEE \ F / \ ��4G r / SYSTEM WAS UNDETERMINED. WEST DENNIS, MA 02ob 3 \O / c� I © (1) JAPANESE BLACK PINE UPLAND LOT AREA: 26,820f S.F. Q, NOTES 5 & 6 \cF� \ 6,QG 52.0 1 / / DURING CONSTRUCTION IT IS R DISTRICT: AP DATE: 3/29/02 . VARIANCES REQUESTED: �i,�, �no� \\ sy� � /fl � � TO BE LOCATED AND BACKFILLED I E` OVERLAY DS F ;9 ��F / / OR REMOVED IN ACCORDANCE NITROGEN SENSITIVE COMP. DESIGN: K. H4 ALY / Gfi \ s ,. WI TH TITLE V. a. ZONE: NOT A ZONE II CHECK: D. CRISPIN _ TOWN OF BARNSTABLE: 1.00. TO ALLOW 52' TO A WATER COURSE IN LIEU / �\�Fti f- ' e �� #� FEMA FLooD ZONE "A-1o" DATED 7 2 92 DRAWN: P. HAGIST / K.`HE/ v_Y \ / / / OF 100'. A VARIANCE OF 48' IS REQUESTED. % \ %f' ! ,- ' �� 'o MONITERING WELL SET PLAN VIEW W ZONE DISTRICT: PANEL #250001 0008 D / \\ /{ ' ,,'� �/ �) L o. ADJACENT TO PROP. SAS. FIELD: D. GAZZOLO / J. McCAr I � CD (52 TO DITCH) (98 TO MHW) RESOURCE PROTECTION GROUND 7.2 FILE NO. 8379-S.DWG ' J i TOP 10.0 SCALE: 1 = 20 FEET OVERLAY DISTRICT: YES - OF ' i 2g #1 H.G.W. 2.2 DWG NO. 5355-03 SHEET J ,' 8 k % A0 10 20 40 FT, JOB NO. 4-8379.00 a: i I sue; •• • c. ��.. AID I ■ e ■ ■ ■ ■ e • ■ ■ • • ■ e • e • • ■ • e � ► rso � 7 Q No o W Y! e • eeeeeeeeeeesee # e_e / e-6-6-/ ® ■ e • ® ■ ■ ee ■ ■ • • e • e ■ ■ ee ■ • . y _ to r w i assess ■ ■ • •,;eke _ AT TOWN OF BARNST LE_ �. LOCATION t ' U' � `� SEWAGE # f* —®°I9 VILLAGE—, C2'�n%Ij a ASSESSOR'S MAP\& LOT ���''c�v y-a�2 i INSTALLER'S NAME&PHONE NO. IC,nn r617 1.2 SEPTIC TANK CAPACITY 120 w 1000 6 N,a r_k,6i,, he o- LEACHING FACILITY: (type) l%L2 , (size) NO. OF.BEDROOMS BUILDER OR OWNER wal PERMITDATE: 0 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 2Z-� TOWN �STREET Yam. DWG.NO. JOB NO. CLIENT/DESCRIPTION/DATE 1 JUL 1 1 2002 ' own,._of Barnstable A Board of Health A :639. A.,0 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 1 FAX: 508-790-6304 Susan G.Rask,PLS. Sumner Kaufman,MSPH Wayne Miller,M.D. 1 Mr. David Crispin, P.E. June 24, 2002 BSC Group ' 657 Main Street, Unit 6A West Yarmouth, MA ' RE 1010 ........ Mlle Beach :Road;;;Centervllle A 226 42 Dear Mr. Crispin, ' You are granted a conditional var iance, on behalf of your client, Kenneth Grady, to construct an onsite sewage disposal system at 1010 Craigville Beach Road, Centerville. The variance granted is as follows: ' PART VIII SECT ION 1.00: The soil absorption system will be located only fifty- two (52) feet away from wetlands, in lieu of the one-hundred (100) feet ' minimum separation distance required. This variance is granted with the following conditions: ' 1 ( ) The ,designing engineer shall provide revised plans to the Public Health ' Division showing pressure dosing. The revised plans shall be submitted prior to obtaining a disposal works construction permit from the Board of Health. ' (2) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the ' crispin4 1 recorded deed restriction shall be.submitted to the Health Agent prior to obtaining a disposal works construction permit. ' (4) The septic system shall be installed in strict t accordance with the revised engineered plans (which shows pressure distribution). ' (5) The designing engineer shall supervise g 9 9 p e the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health ' that the system was installed in substantial compliance with the revised plans (showing pressure distribution). t (6) The pressure distribution system shall be inspected quarterly (four times per year) by a qualified professional. ' These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity of wetlands adjoining the property. It is the opinion of this Board that ' the proposed new soil absorption system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincer y yours, ' Wa ne . Miller, M.D. Chairm 1 1 1 1 1 1 ' crispin4 Town of Barnstable ° Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. June 24, 2002 Mr. David Crispin, P.E. BSC Group 657 Main Street, Unit 6A West Yarmouth, MA Dear Mr. Crispin, You are granted a conditional variance, on behalf of your client, Kenneth Grady, to construct an onsite sewage disposal system at 1010 Craigville Beach Road, Centerville. The variance granted is as follows: PART Vill, SECTION 1.00: The soil absorption system will be located only fifty- two (52) feet away from wetlands, in lieu of the one-hundred (100) feet minimum separation distance required. This variance is granted with the following conditions: (1) The designing engineer shall provide revised plans to the Public Health Division showing pressure dosing. The revised plans shall be submitted prior to obtaining a disposal works construction permit from the Board of Health. (2) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. . (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the crispin4 recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in strict accordance with the revised engineered plans (which shows pressure distribution). (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans (showing pressure distribution). 6 The pressure distributions stem shall be inspected quarterly four times O p Y p q Y ( per year) by a qualified professional. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity of wetlands adjoining the property. It is the opinion of this Board that the proposed new soil absorption system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincer y yours, Wa ne . Miller, M.D. Chairm crispin4 RECEIVED BSC GROUP TOVViv WN 4 °OF di-tRNSTAB LE TRANSMITTAL HEALTH DEPT. To: Date: tS cZ7 Z Proj. No: (j.. 8' Project: We are sending you: Attached ❑Under Separate Cover d�� Via: 657 Main Street ❑ Overnight Delivery ❑Taxi ❑Regular Mail Unit 6A, Route 28 Messenger ❑ Direct from printer ❑Other: West Yarmouth, MA 02673 The following items: ❑ Change Order ❑Drawings ❑Prints ❑Samples Tel: 508-778-8919 ❑Copy of Letter ❑Photocopies ❑Reports ❑Specifications Fax: 508-778-8966 ❑ Digital Media 411ans ❑ Other: No. of Copies Drawings No. Date or Revision Description This information is: ❑For Your Information ❑Approved as submitted ❑Resubmit _copies for approval ❑Unchecked ❑Approved as noted ❑Return _corrected prints ❑ Preliminary ❑Disapproved ❑Submit _copies for ❑ Revised Plans ❑Returned for corrections distribution rO Final Plans ❑Sent for your review&comment Remarks: cc: �! / Signed: Note: If enclosures are not as noted,please contact us immediately. GRANTED B. David Crispin, P.E., representing Janus Investment Trust-1010 Craigville Beach With Road, Centerville, SAS proposed to be located 52 feet from a watercourse and four Conditions (4)feet above groundwater. Sumner Kaufman made a motion, duly seconded by Susan Rask, and the Board of Health voted unanimously to grant the applicant variances to replace the failed septic system at this site with the following conditions: (1)The Engineer shall provide revised plans showing pressure distribution; (2)the applicant shall record a deed restriction at the Barnstable County Registry of Deeds restricting this property to four bedrooms maximum before obtaining a disposal works construction permit; (3)the pressure distribution system shall be inspected quarterly by a qualified professional; and (4)the designing engineer shall supervise the construction of the septic system and shall certify in writing to the Board that the system was installed in substantial compliance with the submitted plans.. J _ RECEIVE Epp THE Tp DATE: .-•�d� �i APR 1 20OZ FEE: BARNSTABLE, P MASS. Tt� or NS-IAb- 039. �e C H DEPT. /REC. BY 'Town o arnstable SCHED\ DATE: sy Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 1010 Craigville Beach Road Assessor's Map and Parcel Number: 2 2 6/4—2 Size of Lot: 26 , 821 upland Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: David Crispin Phone 781-659-7981 Did the owner of the property authorize you to represent him or her? Yes x No PROPERTY OWNER'S NAME CONTACT PERSON Name: JANUS INVESTMENT TRUST Name: Kenneth A. Grady Trustee Address: 464 Main St. , West Dennis Address: Phone: 5 0 8—7 6 0—19 5 0 Phone: VARIANCE FROM REGULATION(t.ist Res.) REASON FOR VARIANCE(May attach if more space needed) Title V 15 . 212 To eliminate the need for pumps and walls ., j, This location is the Town of Barnstable most suitable Mace Section 1 . 00 NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Che klist(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) o� Signed letter stating that the property owner authorized you to represent hinVher for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) M Q Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same 1 owner/leasee only],outside dining variance renewals(same owner/lessee only),and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) ' Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED_ Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ ' l JANUS INVESTMENT TRUST P.O. BOX 522 WEST DENNIS, MASSACHUSETTS 02670 I hereby authorize David Crispin of the BSC Group to act for us In the matter of the syptic installation. Sincere yours, Kenneth A. Grady BASEMENT 10.5' 11' BED#1 BED#2 `n o ioil BATH#1 CL MAIN BATH#1 OFFICE CL M 10.5' N io LIVING. KITCHEN U 12' CL 9.5' 1 13 CL APARTMENT BED#.3 BED#4 `n APARTMENT #1 CL #2 BATH#3 BATH#4 7' 9' #1010 CRAIGVILLE BEACH ROAD, FLOOR PLAN SCALE: 1"= 10 BSC# 48379.00 PREPARED BY DATE: 3/20/02 SHEET 1 OF 1 THE BSC GROUP, INC 657 MAIN STREET WEST YARMOUTH MA. dnoig 9S9 aUl Aq 0002' 62'G 1ar AsP�dH 2002 ZE :V6 :Eti 10 jdV uow 9M0'S-6LE9\AAs\006LE8V\(jd\ :d 801cing Sketch(Page- 1) a lient K ros Theodore S&Sarah R ,venyAddress 1010 Craiciville Beach Rd .qy Centerville CoMy Barnstable Ste MA Zip Cade 026 2-3W Lender Rockland Trust Company 20.0' pr o ` 2-car detached ZK$ b N ; Garage N ,� 20.0' �� 20.0' 24-0' 36.0' _ �---------� �� Bath Dining B Area Kitchen Bedroom d Batt N Storage Deck N Bedroom Clst G l3 N u Bedroom LAring Room 24.0' 16.0' v 16.0' 24.0'Comments: AREA.:CALCULATIONs SUMMARY. - LIVING.AREA BREAKDOWN Code Des-hwon ..; ..-"Tofats BnsairdoM S GLal First Floor 1406.00 1408.00 First Floor WB Garage 480.00 480.00 4.0 z 24.0 96.00 GTH Deck w storage under $28.00 520.00 23.0 z 56.0 1232.00 4.0 z 20.0 80.00 TOTAL LNABL.E (rounded) 1408 3 Calculations Total(rounded) 1408 Form SKT.BldSkl—'TOTAL for Windows'appraisal software by a Is mode,inc.—1-800-ALAMODE Buicing Sketch(Page- 1) t owedQient K ros Theodore S&Sarah R ert Address 1010 Crai ville Beach Rd t Centerville County Barnstable State MA Zip Code 02632-3545 .ender Rockland Trust Company 20.0' o ; 2-car detached o N Garage N 20.0' 20.0' 24.0' 36.0' I�IZF Bath Dining Bat Area Kitchen Bedroom b Wood Deck o w d Bat b N ! Storage under 04 N Bedroom Clst CI I0 / N n ul�q Bedroom m Living Room Clst 24.0' v '4 24.0' Sk—by Apa N^' Comments: AREA CALCULATIONS-SUMMARY- LIVING AREA BREAKDOWN Code Description Size -Net Totals..- -.Breakdown Subtotals GLAl First Floor 1408.00 1408.00 First Floor GAR Garage 480.00 480.00 4.0 x 24.0 96.00 OTH Deck w storage under 528.00 528.00 22.0 x 56.0 1232.00 4.0 x 20.0 80.00 TOTAL LIVABLE (rounded) 1408 3 Calculations Total(rounded) 1408 r Form SKT.BldSkl—'TOTAL for Windows"appraisal software by a la mode,inc.—1-800-ALAMODE _ - �\ 1 i �a i FiU � I FGv.G o�8-y ... 3yya -,3 .I - �' i F Q i ouEi2 W/lOn/J`: ,T6eL GO),. ol IN ra i I a. -hvlx Ti j>I' I;?:f _ fib-/D' \� - �•t. " j ou Vol1.1J S'I}t LF�,. POGKE7 +X n ,. sAs�rriJ - _a 2UDF r K. aU3a G/3�s� i .I �(--"- TUX r� err �� k 7F Q=kl 11.2 aNNa-� AYLO T770 -- STERN tLA E � _ .. 7 /J'rl G C ✓o F i I 0 i �x ci Ih s n ^Q r 0(PI --- -- --- - —-- v rf i i f� a 7� u� rr; fl -.La-4f" K. '1 1 i v G rh 90 IV _ - - 6 i � n N Ql R TN r 4� `� — a { m p 1 I ----—d3 D"..... - .�_.._� m - cr, z, 1 I I I t n r ` r'I�ro b k QYL / �`' 6-8'To.2 aR 8 z � , d. x GC 0`I X O J �.. \ o .f•.\ _ fr 1 r A !' NA 914, It ( i I - ' I I I� I ,7•i... iF' ., � f,. ' Y c, t\ ,fi t � .- v T 'L '_ Cl 7�• E rt ;9WA)T x s IrA - , - - - --- ,�� - i4 � CY) � rn c co --- --- -- i t- OFF t1 ro 76 ,�'.(i'C•� -- n,;gin- ,• _F. i�'_,<'. rt G c ---------- i _.. - ----r—�—__ ---- ------ z - I � I I I �_! T, I 'r�. I i- I I i i I i I i I i Ibi I t- i" i I_I i I I I �'70 -� � y + ,i •nl i I I 7, I I I I I i I ict n, i I i 1� ' I I PROFILE: NOT TO SCAT F NO. DATE LOCUS FLAN : R '' ` '' ' PRESSURE DOSE RFVISIONs DE5 ki i0 BEACHING FIELD DETAIL: NOT TO SCALE 1. _ 4/18/02 RIVER INFO. 1/2' PVC PIPE W (18) 1/4' DIA. _____..___.-._-- 12" MIN -- 36" MAX COVER 2. 5/21/02 ADD UV UNIT PERFORATIONS 2' D.C. - PIPE TO HE LAID LEVEL �i- FINISHED GRAt?F 3• 6/3/02 ADD PUMP UNIT MANHOLE COVERS AS REQUIRED 01 D -w (BRING TO FINISH GRAD[ a / / z, 4. 7 15 02 PRESSURE DOS. 9i CAP ENDS, ---- FINISH GRADE Li ELBOW :-• •-u • �-• •-u ----- -- - _ 4" PVC SCH 40 o o p en Q o o c o p o 0 4 0� o + o o ♦ o - + o 0 0� z - SEE PLAN FOR EL. f REDUCER ,{� >.r6 +a°rfa; , f, rPr,'�"Fed°t�b b°°fit °> d:'rts` ca. r6d'a , ^P�fr� �b• DEP,,, GENERAL _ENE AL NOTED' VO D O `1 O \ p d O `1 O Y O O ♦ O \ O O O V R /�,�. �/ �`•:�-- - \� �`���` � / /���� -j �� /�/���� /.�� -/�� - �� �C� /�/�� -/1�� 9 �. - �a _ i. THIS PLAN IS FOR DESIGN AND ,r.. o , / 3 MANIFOLD DRAIN ROLL CONSTRUCTION OF 111E SEWAGE - - r -- - 4" PVC S LEVEL BOTTUM 2" PVC FORCE MAIN /� \, ,f� LAID LEVEL _ 36' _ ; NEAR CAP IN DISPOSAL FACILITY ONLY. 4 P v / _ -. _ ___-___-.----___.__�_ BOTTOM OF PIPE 4� f PROFILE 3g" MAX. - t2" MIN. COVER l MATERIAALL LS SHALL CONFOTRUCTION RMS TON MASS SCH 40 4"/rT. M!N LEACHING SYSTEM D.E.F' TITLE 5 AND LOCAL E0,4Rt; �I A I-D RIVER / 2% MIN. FINISH GRADE �1- 4" MIN. LOAM & SEED OF HEALTH REGULATIONS. - (-C_ I--E -- -- --- - -- - / LOAM & SEED DISTURDED AR A�' �. ALL PIPES LOCATED UNDER PAVEMENT MANIFOLD CONNECTION 1= F� BOT ELEV = H _ - - -" ��LE OR TRAVELED WAY SNAL). BE SCHEDULE F7 Is, MIN 4 THERE ARE NO KNOWN PRIVATE WELLS CENTER f�- LOCUS �, MaxtMUM 40 OR EQUAL. . ; L -1 I=G MIN. 5' SEPARATION CRAIGVILLE BEACH ROAD r �`: / " ERF R t o o a r �,, CH ROAD ,4q.° } ° 1r° 'q �r°a - , G 8E 6' a nrro<� o � +� o a 2" MIN. OF 8 zO LOCATED WITHIN 150 FT. OF THE ` EON-_____--•----- p.�1,.., 6f' 1/Z" WASHED STONE PROPOSED LEACHING FACILITY NOR 1,500 GALLON 1,000 GALLON / /- n a°,�" 4 ram- °�-�r'� ANY KNOWN WELLS PROPOSED WITHIN PRECAST CONCRETE PRECAST CONCRETE VISIBLE MEAN H,CH CRAIGVILLE BEACH / a% � ` `� 150' OF ANY KNOWN LEACHING FACILITY. {�` GROUNDWATER 3/4" TO 1-t/2" DOUBLE 5. WITHIN IIMIC OF FxCAVATIc?N RF,Movr SEPTIC TANK PUMP CHAMBER I ________ - - --- - WASHED STONE (No FINES) I_ 2.5' -1 - 6' _._ ?.. ' _ - ,;' 11 6" STONE BASE NANTI)C'KFT `~,(MIND (- T- (�) - I II IMPERVIOUS MA SUBSOIL AND OTHER Y CROSS-SECTION Fi. REPLACE WITH CLEAN WASHED SAND DESIGN � (� (^ a (� /� OR OTHER CLEAN GRANULAR SOILS D E S i V N C t 'r! TF! \I A: SIEVE OANALYSIS RMING TO THE FOLLOWING SOIL TEST PIT DATA: MARCH 3, 2002 DATUM : ��. F�ow 109E (MAX) FIY WT SHALL \` DESIGN FLOW PASS No. 50 SIEVE <10 X OF No. 4 SIEVE SHALL TEST r';T _ TET PIT _- 2_ VERTI�<�1 DATUM: N.G.V.D 4 BEDROOMS AT1I0G.P.B./D 440 G.P.D. PASS No. 100 GIRD. EL. %�- _____ GRID. EL 6•0 BENCH MARK USED: CHISELED SQUARE RM-19 � <5 % OF No. 4 SIEVE SHALJ ` Ee6 __--_-_..__.___ ..___.`- - -_--- - PASS No. 20f? EST HIGH OW ' f_ST HIGH GW. 2•2 UNIFORMITY COEFFICIENT 0 No 4 BENCH MARK SET: TUP OF FOUNDATION 8.52 �/V A T REQUIRED SEPTIC TANK: SIEVE </-6.0 '.O.AM Y SAND 7.5YR 4l4 _ j» `�►` I,/ _ EXISTING UTILITIES WHERE SHOWN I /LC 440 X 200% 880 GAL. IN THE DRAWINGS ARE APPRUXIMAI'L. f31 FILL �� `. MEDIUM SAND `FaC SEPTIC TANK PROVIDED: = 1500 GAL. THE CONTRACTOR SHALL BE RESPON- 4.5Y 7/3 DATE: INDICATES �E OF R� I/ 5>IOLE: FOR PROPERLY LUCAEING AND B7. l g„ 3/8/02 ESTIMATED `�`�7�'iQ " �/Q - ------ ____- _ __ 1 f�IEDIJM ,A1VG TEST E3Y: - SEASONAL HIGH ` 10 COORDINATING THE PROPOSED CON ,DIU 5 3 �„ p I GROUND WATER 30 [SIZE OF LEACHING FACILITY REQUIRED: sTD THEN P I AB Wirth Dlr-sAfr _: 1 THE BSC GROUP, NC. ` 0° AND THE APPLICABLE UTILITY b,5 / EXISTING UTIUTY SYSTEM IN SERVICE. �`�� 4 DESIGN PERC. RATE: <2 MIN. INCH COMPANY AND MAINTAINING THE MEDIUM SAND WITNESSED BY: '� 1)/0 n e� DAVE STANTON 4(°7 �� n �` LONG TERM APPL. RATE 0,74 DIG, SAFE SHALL BE NOTIFIED PER ...5; 6� „ EL = 4.3 36 _ 46" PERC. RATE OBSERVED \ 9 � �\ pq� ``Ow G.P.D/S.F I OBSERVED � THE STATE OF MASSACHUSETTS _r STATUTE CHAPTER 82, SEGTftIN 409 F� -- 48" _MIN,/INCH = GROUND wATE1� �� �c'r ,. `�.,,, \ ��'�rER 440 GPD T 0.74 GPD/SF = 595 S•F. AT TEL. t-gsa-3 4-�233• TME EL - 2.2 61" � 0 SOIL EVALUATOR �♦ ``-�� / `" �"��`_` ENGINEER DOES NOT GUARANTEE LISA MocDONALD INDICATES THEIR ACCURACY OR THAT ALL ;'F��.; `� / t1TIi.t1TES AND SCiDSUR1-P.CF STRtfC111Ft`c LEACHING FACILITY PROVIDED: ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES C SOIL_ CLASS: �\ \ _ S.F. TAKEN FROM RECORD PLANS, THF: MEDIUM SAND MEDIUM SAND 10YR 6/3 1 INDICATES / 440 GPD _ 0,74 SF/GPD 595 CONTRACTOR SHALL VERIFY S47_L, 2.5Y 7/4 UNSUITABLE USE LEACHING FIELD _ LOCATION AND INVERTS OF UTILITIEs „ „ L.T.A.R. MATERIAL AND STRUCTURES AS RE(:AJIRFD PRK)R FI. = 0 8 -� 78 EL = 1.5 54 0.74 G.P.D./SQ.FT. BOTTOM 17 x 36 = 612 S,l=� / 612 S•F X+0,74 GPD/SF - 452 GPD TO THE START OF CONSTRUCTION. / 8. THIS SYSTEM IS NOT DESIGNED FOR THE USE. OF A GARBAGE GRINDER, A GARBAGE GRtNDEA IS NOT 50' BUFFER RECOMMENDED DUE TO RECOGNIZED /'/ / 'r t ADVERSE IMPACT'S Tip TW is ,C. LNG / ' - FACILITY_ HIGH GROUNDWATER COMPUTATION �` / � DAVID J. (BASED ON TIDE & SITE WELL) �� 6.0 % / ' // CRt�IN a C)E3SERVFD HIGH TIDE 2.2 N o.32112 OBSERVFO WATER IN WEII __-2-2 - *HIGHEST OBSERVED IN A MONTHLY CYCLE i/ `��;$� TPIT 2 o l I // BEELINE / �,o`� A. 11 // BS(4]" GROU �` / pRU �►� / / 657 Main Street, (Kl'. 28) Unit 6 /i/ // .r / W. Yarmouth Massachusetts ,INVENT EEEVA .I IONS. / 02673 I TOP F FOUNDATION D A TI 8.5 2 '� ' / / i / /� o,��`` cy�a � 5U�3 77F 8919 0 0 ON .,,� �./ � � � /� A 71 4" IN VER i Al BUILDING 7.32 A P / j Exl� . /� / ' 4 " I AN (IN) 7.10 B . / 1 u " FIELD ' PROJECT TITLE 4 INVERT AT SEPTIC TANKGARAGE '�® y�o3� 4" INVERT AT SEPTIC TANK (OUT) 6.85 C �� .° �� SEWAGE ISPCSAL 4" INVERT AT PUMP CHA. IN 6.80 D � �� RAWt.. / / 0 � ) � � 4-" INVERT AT PUMP CHA. (OUT) 6.55 _ E Q SYSTEM I N �� Ft_ 37 / / � #i J>� Cl � A� N - U7 • ,�` t �! 8"� / � / GMET ' i XISTING 1000 GAL. K. �/ 1 I 4 BEDROOM �,"AD PUMP o / `l2 '' a + cu INVERTS AT LEACHING FACILITY: v DWELLING HAMBER / p h° WMET INV 7.32- 150 9&3' 3 INVERT AT MANIFOLD 7.20 F" AL ° / ti� i � EACH ROAD � ,� � � r (TO MNW) 4YG LP EME , P �, \ CRAWL. TA , , LOCUS INFORMATION p 1 1 /2 INVERT AT LATERAL_ 7.70_ G BREAKOUT ELEVATION 8.38 f� F� L WL. BARNSTABLE CURRENT OWNER: JANUS INVESTMENT TRUST ELEVATION AT BOTTOM `r,� ,� \. 20' "� 3 OF LEACHING FIELD 7.20_ H �57.8 ry � _ T js. �• � �,• /v' r,� � � \ 11 fLE REFERENCE: CIF. 278 a OBSERVED HIGH TIDE ON / , � / `' 4? 1 m 3/29/02 AT 12.30 -- 1 .30PM 2.20 I �� / �� / O�<<' PLAN REFERENCE: L.C. c►3 / THE ��' t `7 ��� ASSESSORS MAP: 226, 4-2 PREPARED FOR: / \ �` i , I Mr, KEN GRADY c�. TPIT#61Ct i r1 I � !/ \ f1. Quo ZONING DISTRICT: RC GRAND COVE LANDING, INC. `o -� / I SETBACKS: FRONT 20 I XJ/ �- - ° / SIDE 10' 464 MAIN STREET t' �¢� / �C�U>h /r/ REAR 10' a r�, 'Al #i / NOTE: I NO BOX 522 5' LIMIT OF , �� S �/ LOCATION OF EXISTING SEPTIC EXCAVA 1ZON. SEE \ SYSTEM WAS UNDETERMINED. I MINIMUM LOT SIZE: 87,120 S.F. WEST DENNIS, MA 02670 I NOTES 5 & 6 ``�C i ��G 52 0 ' / DURING CONSTRUCTION IT IS OVERLAY DISTRICT: AP DATE: 3/2.9/02 TO BE LOCATED AND rC�l VARIANCES REQUESTED. �`''Ir /� t� Sys/ /f� OR REMOVED IN ACCORDANCE ZONE: NITROGEN SENSITIVE NOT A ZONE II COMP• DESIGN: K. HEALY , / WITH TITLE V. „ .� CHECK: D, CRISPIN FEMA FLOOD ZONE A--10 DATED 7/2/92 TOWN OF BARNSTABLE: 1.00. TO ALLOW 52' TO A WATER COURSE IN LIEU I / ♦ �� S `� �} � ,ter �'is ZONE DISTRICT: PANEL #250001 0008 D DRAWN: P, HAGI,,T / K MEALY � � ��-� � �-= -- PLAN VIEW W' OF 100 . A VARIANCE OF 48 IS REQUESTED. � ♦ f .__..___ ._ ___._____._-._._._._.. .__ __ .____. w MONITERING WELL SET RESOURCE PROTECTION FIELD: D. GAZZOLO / J. McCARTIN 52' TO DITCH 98' TO MHW ADJACENT TO PROP. SAS. OVERLAY DISTRICT: YES ( ) ( ) / t _ FILE NO. 8379-S.DWG .. SCALE: 1' - 20 FEET GROUND � #16 DWG NO. 5355-02 tlSHEET/ OF JOB N0. 4-8379.00►"' F��. H.G.W. 2.2 0 1n PO 40 FT. ' `'� / _ REVISIONS NO. DALE DESCRIPTION 1. 4/18/02 RIVER INFO. -- 8" DIA. INSPECTION COVER (NEE:NAH R---1974-A) 2. - 5/21/02 ADD UV UNI f 3"x6"x12" BROUGHT TO FINISHED GRADE - PATIO BLOCK ; 6/3/02 ADD PUMP UNIT -7777 11111 4. 7/15/02 PRESSURE DOS. �. " 1 1/2" SPOOL w/CAP � L� --tom _ 1/8 TO 1/2 DOUBLE WASHED SIONt 1/4" PERFORATION AT 5 O'CLOCK 4" PERFORATED PIPE TO LAY 1/8" TO 1/2" 4" LOAM AND SEED - WASHED STON)r DIRECTLY ON LATERALS - 1/4" PERFORATION AT 7 O'CLOCK L\ `CRUSHED STONE z` 1/4" DRAIN HOLE AT 6 O'CLOCK --. - i-) >_ �� a i-) ' `a 7° .`*1�`v 6:�"v q ^'`����^�:7i"4tr�G;r�"' f b 4;•rf 1s 4i*!` \ <1 I.`= 1 11 L1 1 1 \ L G L-'�;- 1 L1 6 `-1 \; �1 \ [,` �-'• `s L- L\ L\ �- \ ` L\ ��L\ � � C �� C DISTRIBUTION LATERAL L\ \ \ C �z C �1 C �` C z- _ ° __ �. _sz_ __—__�.__________n___�- __________sue_ _._.__. ___n !� P !> - ,/, P P r -2-'J 1 1/4" PVC LATERAL WITH (18) 1/2" PERFORATIONS & (1) 1/4" DRAIN HOLE �C ��\ `1 \�� �1'�\�� ` �}�\�� �,�\�� `-\ L\ �� ~ ��\�� ^ \�� �\ LC \ \�� r TO BF SET LEVEL - - - - 2.5'L C p Q < w TYP. 3/4" TO 1-1/2" --- O DOUBLE WASHED I LEACHING FIELD O ABOVE a �� 3 �4" TO 1 1/ 2" STONE (NO FINES) � PERFORATED PEAS ONE (NO TONE O PIPE)PE) TO D 1 cl�6 DOUE3�E WASHED STONE _�� CJ O BE USED AS A VISUAL INSPECTION PORT 1/4" PERFORATIONS TO BE DRILLED AT 5 O'CLOCK AND 7 O'CLOCK. ALTERNATE PERFORATIONS BFTWEEN BOTH SIDES OF PIPF TOTAL. OF 18 PERFORATIONS AND 1 DRAIN HOLE PER LATERAL. PFRFORATIONS TO BE DRILLED SMOOTH TO PREVENT CLOGGING. ALL PIPING TO BE SOLVENT WELDED SCHEDULE 40 PVC OBQ,_)ER "v ATION PORT DETAIL. NOT TO SCALE ORIFICE SHIELD TO BE SNAPPED SECURELY INTO PLACE AROUND ALL. 10 PERFORATIONS ON EACH LATERAL. SLOTS ON ORIFICE SHEILD TO BE LOCATED DIRECTLY N OVER EACH PERFORATION. LABEL URIF IUL SHL L D [ . LATERAL DETAIL M NOT TO SCALE .` NOT TO SCALE NOTES: 1. SEPTIC TANK SHALL BE STEEL- 5. INLET AND OUTLET TEES TO BE CAST IRON, � REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. UNLESS UNDER PAVEMENT, DRIVES OR 6. TANK TO 8E WATERTIGHT AT FACTORY. F TRAVELED WAYS, WHEREIN H-20 LOADING 2-24" DIA METAL MANHOLES SHALL APPLY. COVERS WITH BOLTS BROUGHT 3 ALL PIPE CONSTRUCTION SHALL BE(WATER WATERTIGHT. TO FINISH GRADE 4 FILL ALL UNUSED KNOCKOUTS WITH TEE TO BE UNDER 2" MINMORTA —'— M.H. OPENING " RAISE M.H W,L �4� BRICK 10'--0" & MORTAR ' 12" --� NORMAL WATER LEVFL 3" �: t)AVIL7 J. -- T 14" PRECAST SEPTIC TANK ;, f 10" CIVIl. j o INLET TEE 4'-9" 32t11 - 4'--6" �' 4'--0" MIN w am oN � 5. 4' 5._8. : ' LIQUID DEPTH iter _ crs q'P'a BOTTOM ON LEVEL, STABLE BASE �'�$� _. 3" PLAN VIEW 6" MIN. 3/4" To CROSS-SECTION VIEW �� � 1 1/2 STONE ,! 1DC OC GROUP F b57 Main Street, (R"i'. 28) Unit 6 W. Yarmouth Massachusetts SEPTIC TANK DETAIL - - 1 , 500 GALLON a2673---�-- � 508 778 sy I NOT TO SCALE - ' PROJECT TITLF: SEWAGE IOS _ --i 3'� .. 8'-U" ---- 13'1--- � DOSING CALCULATIONS: SYSTEM DESIGN L0 co 3"x3%3"" IFF ' '� _ _^ DESIGN FLOW TO CHAMBER = 440 GPD ~ 3"x3"x3"" TEE 3"x3"x3"" TEE 3"x3"x3"" TEE 3" SPOOL. w CAP & FLOAT PUMP POWER REQ'D EMERGENCY STORAGE = 440 GAL 3" SPOOL w/CAP / ONTROL 4' 4" 4'- 10 NUMBER OF DOSING CYCLES 626 GPD #1010 NUMBS N O STORAGE PROV D = 4 PER DAY ao CABLES DEPTH PER CYCLE = 6 INCHES n; ------ --- ----_- - DO = 1L9 GAL/DOSE 3" PVC 3' PVC 3" PVC 34.6 S.F. X 0.58 X 7.48 GAL/CF ��j���,,,�",,, DESIGN GPM SE.i :F VFI ~— -- v INLET _ 10 FEET ` TEE DESIGN TDH = 60 GPM SET LEVEL SET LEVEL. -- --- -------- B C q Cu p O A ! 12' 5" WALLS 24" DIA MIN. C.I. MANHOLE COVER BAI!NSTABL E FIN. GROUND -- BROUGHT TO FINISH GRADE BOLT ON COVERS C�p ---- - _ NOTES: 1 1/2"0 LATERAL TOP ELEV. = 7.97 APPROX. 24" COVER 1, PUMP CHAMBER TO WITHSTAND t t/2" ELBOW 1 - FROM SEPTIC 3" PVC H-10 LOADING o I 1 _ —_ REDUCER INV _6.80 TANK SECURE CHAIN DISCHARGE --- PIPE INV 6.55 2. WATERPROOF AT FACTORY PREPARED FOR. } in STMOR. Q 2" GALV. UNION OR APPROVED EQUAL ° ALARM ELEV.= 4.38 — ~ _ �. 6" CO � CHECK VALVE 3. ALL PIPE CONNECTIONS AND CONCRETE Mr. KEN GRADY PUMP ON EL. = 3.88 o 0 3 SCH 80 CONSTRUCTION SHALL BE WATERTIGHT. GRAND COVE LANDING, INC. FIELD _ L PVC THREADED 464 MAIN STREET NOTE: ALL PIPING TO BE SOLVENT 6 w Z)m PIPE 4. RAISE MANHOLE TO FINISH GRADE WITH WELDED SCHEDULE 40 PVC MLAENVIFEOLD PUMP OFF EL. = 3.38 s- 10'9- � '°� �-- 3 MERCURY FLOAT SEWER BRICK AND MORTAR. FULL OUTER NO BOX 522 LEVEL CONTROLS MORTAR PARGE TO PROVIDE WATER WEST DENNIS MA 02670 BO T. ILL 2.30 ° 3" • " TIGHT SEAL. � � o 00 0 oar o0 0 00� oew. YE R$ MANIFOLE) CROSS-SECTION e'�Q '� °4�, ��►°�ib° a SEWAGE PUMP _ 5. POWER CABLES TO BE PLACED IN DATE. 3/19/02 Ln 6" MIN 3/4" TO 1 1/2" STONE (MODEL SRM4) CONDUIT IN ACCORDANCE WITH LOCAL COMP. DESIGN: K. OR EQUIVALENT BUILDING AND WIRE CODES. FIEALY PRESSURE F R MANIFO' NOT TO SCALE LOCATED UNDER MH CHECK: D. cR+SPIN 60 GPM 0 10' TDH NOT ro SCALE DRAWN: P. HAGIST / K. HEALY FIELD: D. GAZZOLO / J. McCARTIN FILE NO. 8379-S.DWG 1000 GALLON PUMP CHAMBER DETAIL: DWG NO. 5355-02 .. a NOT 10 SCALE �O8 NO 4—g379.0Q SHEET 2 0f a: NO SCALE PRESSURE DOSE PROFILE NOT TO SCALE: LOCUS PLAN: REVISIONS NO. DATE DESCRIPTION LEACHING FIELD DETAIL: NOT TO SCALE 1, 4/18/02 RIVER INFO. 1-1/2' PVC PIPE W (12) 1/4' DIA. 12" MIN - 36" MAX .COVER 2, 5/21/02 ADD UV UNIT PERFORATIONS 3' O.C. MANHOLE COVERS AS REQUIRED PIPE TO BE LAID LEVEL FINISHED GRADE 3. 6/3/02 ADD PUMP UNIT (BRING TO FINISH GRADE) -�� 4. 7/15/02 PRESSURE DOS. 4" PVC SCH 40 FINISH GRADE C'h EL�W . .� . �. .� .�. A? ENDS 5. 3/12/04 ADD WATER INFO. SEE PLAN FOR EL. �/ ������ �� .�.�� •� �� /�� �� �� �� *� �� ��� k/a� �*� B� N s• """' GENERAL Nsilo OTES: 2" PVC �, 2" MANIFOLD DRAIN HOLE 1. THIS PLAN IS FOR DESIGN AND 4" PVC 2" PVC FORCE MAIN 15' ,pO LAID LEVY , LEVEL BOTTOM NEAR CAP CONSTRUCTION OF THE SEWAGE \�CH 40 s MIN 'gyp PROFILE - MAX. _ 62 COVER 2. CONSTRUDISPOSAL CTION LITY ONLY. AND MIN. LEACHING SYSTEM MATERIALS SHALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD I=C I- I=E RI�R /2x MIN. FINISH GRADE 4" MIN. LOAM do SEED OF HEALTH REGULATIONS. MANIFOLD CONNEC=1= F/T BOT ELEV H ` LOAM do SEED DISTURBED 3. ALL PIPES LOCATED UNDER PAVEMENT I CENER LOCUS 3° 4OR 0 ORAEQUAL WAY SHALL BE SCHEDULE v _f _.. . 4. THERE ARE NO KNOWN PRIVATE WELLS I-G MIN. 5' SEPARATION CRAIGVILLE BEACH ROAD 6, ' �e 's� -C2- MIN. OF 1/8" TO LOCATED WITHIN 150 FT. OF THE ACH ROAD 1,500 GALLON 1,000 GALLON L 1/2 WASHED STONE PROPOSED LEACHING FACILITY NOR PRECAST CONCRETE PRECAST CONCRETE VISIBLE MEAN HIGH ANY KNOWM YELLS PROPOSED WITHIN SEPTIC TANK PUMP CHAMBER CRAIGVILLE BEACH 150' OF ANY KNOWN LEACHING FACILITY. GROUND WRIER I 3/4" TO 1-1/2" DOUBLE WASHED STONE (NO FINES) 1 2-5, 6' ,_{,�2_5' ; 5. WITHIN LIMIT OF EXCAVATION REMOVE 6" STONE BASE NANTUCKET SOUND (�) `I ALL TOPSOIL, SUBSOIL AND OTHER CROSS-SECTION IMPERVIOUS MATERIAL 6. REPLACE WITH CLEAN WASHED SAND WELL READINGS OR OTHER CLNG EAN THE FOLLOWING SOILS DESIGN CRITERIA:TER I A: SIEVE ANALYSIS: SOIL TEST PIT DATA: MARCH 8, 2002 MARCH 2O02 DATUM: F�Ow 10% (MAX) BY WT. SHALL 'DESIGN FLOW: PASS No. 50 SIEVE TEST PIT Z TEST PIT -� VERTICAL DATUM: N.G.V.D. <10 X OF No. 4 SIEVE SHALL GRD. EL. 7.3 GIRD. BEDROOMS AT 110 G.P.B. D 440 G.P.D. PASS No. 100 /D. EL. 6.0 1010 CRAIGVILLE BEACH ROAD BENCH MARK USED: CHISELED SQUARE RM-19 <5 X OF No. 4 SIEVE SHALL EST. HIGH GW. 2•2 EST. HIGH GW. 2.2 � Fe6 LOPASS No. 200 AMY BENCH MARK SET: TOP OF FOUNDATION 8.52 �/V UNIFORMITY COEFFICIENT O No. 4 ,. 7 4 4 3" �jQ REQUIRED SEPTIC TANK: SIEVE </=s.o /C 440 X 200% = 880 GAL. 7• EXISTING UTILITIES WHERE SHOWN 81 FILL. MONITORING PIPE SET DURING TEST PIT EXCAVATION ON MARCH 8, 2002 IN THE DRAWINGS ARE APPROXIMATE. MEDIUM SAND DATE: D AL. THE CONTRACTOR SHALL BE RESPON- 2.5Y 7/'3 INDICATES �� SEPTIC TANK PROVIDED: _ �� 82 1 g 3/8/02 ESTIMATED w SIBLE FOR PROPERLY LOCATING AND MEDIUM Sn3j LEST BY: SEASONAL HIGH COORDINATING THE PROPOSED CON- THE BSC GROUP. INC. GROUND WATER DATE HIGHTIDE TIME OF ELEVATION �0.3 SIZE OF LEACHING FACILITY REQUIRED: STRUCTION ACTIVITY WITH DIG-SAFE 2.SY 5 25" 0 AND THE APPLICABLE UTILITY 83 WITNESSED BY- (APPROXIMATE) READING (NGVD) \ ����. <2 COMPANY AND MAINTAINING THE MEDIUM SAND y,� ��`/�) DESIGN PERC. RATE: MIN./ INCH EXISTING UTILITY SYSTEM IN SERVICE. 2.5Y 6/2 DAVE STANTON fir/ - / 36 PERC. RATE: INDICATES 0 LONG TERM APPL. RATE 0.74 THE STATE OF MASSACHUSETTS /� ? DIG-SAFE SHALL BE NOTIFIED PER � OBSERVED '� T� � G.P.D/S.F. 3/8/02 7:30AM 10:15AM 1.01 �+.�� ,�, / � �� IVq STATUTE CHAPTER 82, SECTION 409 EL = 2.0 - <2-MIN./INCH GROUND WATER ��\, / �. �\ / �� R 440 GPD { 0.74 GPD/SF = 595 S.F. AT TEL 1-858-344-7233. THE EL 2.2 = 61" SOIL EVALUATOR 3/12/02 11:00 AM 1:30 PM 1.9' �\� ��� `� ENGINEER DOES NOT GUARANTEE INDICATES UTILITIES AND SUBSURFACE STRUCTURES L1SA MacDONALD PERC. ACCURACY OR THAT ALL C SOIL CLASS: TEST 3/13/02 11:30AM 11:45AM 2.0' .'� SIZE OF LEACHING FACILITY PROVIDED: SHOWN.ARE C MEDIUM SAND 1 \ _ ELEVATIONS OF UNDERGROUND UTILITIES MEDIUM SAND 10YR 6/3 INDICATES 3/15/02 12:40PM 1:00 PM 1.5' NEW MOON TAKEN FROM RECORD PLANS. THE 2.5Y 7/4 440 GPD 0.74 SF/GPD = 595 S.F.❑ UNSUITABLE A / L.T.A.R. } _ USE LEACHING FIELD CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES EL = 0.8 78 EL = 1.5 54 0.74 G•P.D./SQ.FT. MATERIAL 3/20/02 4:lOPM 3:45 PM 1.4' ` / BOTTOM = 17' x 36' = 612 S.F AND STRUCTURES AS REQUIRED PRIOR 3/29/02 12:1OPM 12:15 PM 2.2' FULL MOON ` , 612 Sf X 0,74 GPD/SF = 452 GPD TO THE START OF CONSTRUCTION. 1 / 8. THIS SYSTEM IS NOT DESIGNED FOR / THE USE OF A GARBAGE GRINDER. 50' BUFFER / A GARBAGE GRINDER IS NOT 3/29/02 HIGHWATER ELEVATION LOCATED AT SHORE LINE 2.2 RECOMMENDED DUE TO RECOGNIZED LL ADVERSE IMPACTS TO THE LEACHING FACILITY. HIGH GROUNDWATER COMPUTATION BASED ON TIDE & SITE WELL 00- 6 0, aAicA. OBSERVED HIGH TIDE 2.2 � FAILD \ / OBSERVED WATER IN WELL 2.2 *HIGHEST OBSERVED IN A MONTHLY CYCLE DAWD JL TPIT# IVQ JIM / TREELINE / / SCR` / � , . ; BSC GROUP G / / .� / / U �/ / / // 7 Main r RT. Unit�� / SHONE � �,f � / / / � / 65 a Street, ( 28) U t 6 INVERT ELEVATIONS: l / i W. Yarmouth Massachusetts 02673 TOP OF FOUNDATION 8.52 508 778 8919 4" INVERT AT BUILDING 7.32 A � / PROJECT TITLE: / 4" INVERT AT SEPTIC TANK (IN) 7.10 B P �P ,� �\ /_ , EXIST. // /j/ C, 4" INVERT AT SEPTIC TANK OUT 6.8 C G� -� , GARAGE / �/ �� / 4" INVERT AT PUMP CHA. (IN) 6.80 D �O /> CRAWL \\ I' / /// / / SEWAGE DISPOSAL 4" INVERT AT PUMP CHA. (OUT) 6,55 E O // / EL 3.7 .� , SYSTEM DESIGN � de XISTtN T AOPOSED 1000 GAL. \ I' / 4 BEDROOM 1pECK TD PUMP DWELLING #1010 INVERTS AT LEACHING FACILITY: v DWENG AMBE p/ 0 / / 1''S- / , TOF 8.52 /--�• /j 92.0' �+j, / N C RAJ G Y! 2" INVERT AT MANIFOLD 7.20 F / i \ WMET INV 7.32 / (TOM LLE g WG LP EMET / PLANT PALETTE I LOCUS INFORMATION BEACH ROAD 1 1/2" INVERT AT LATERAL 7.70 G BREAKOUT ELEVATION 8.36 �% t CRAWL -� -. " / 71.0 a ��/ A-\ EL 5.7 SEP. TAN ffxlzo (TO MHWl B ARNSTABLE CURRENT OWNER: JANUS INVESTMENT TRUST ELEVATION AT BOTTOM / SHRUBS: A 2 sHADBUSH E OF LEACHING FIELD 7.20 H �' \ /..e•020 57.8' I 3 \ 0 ( ) TITLE REFERENCE: CTF. 278 OBSERVED HIGH --T I�lS' ,\ ! -a►' o I / \ © (2) BAYBERRY TIDE ON r- , I G 2 / 1 PLAN REFERENCE. L.C. 3/29/02 AT 12.30 - 1.30PM 2.20 1 �� G // , " + � © (2) INKBERRY L,'; S ( J / O ` ASSESSORS MAP: 226, 4-2 /� \\ v� / / nP ��N / � Q�' QD (2) NORTHERN ARROWWOOD PREPARED FO . ZONING DISTRICT: RC Q 6�\\��C��/ 8S� GG f // /1' �E (2) BEACH PLUM SETBACKS: FRONT 20' Mr. GRADY r' I Vv/ SIDE 10' B 1�v 35' / / REAR 10' GRAND COVE LANDING, INC. %/ �F4, �\ / 'Ilk j // / LOT AREA: 46,875t S.F. 464 MAIN STREET / OF 5' LIMIT OF \ '�`' +M7 / NOTE. \ G TREES: F 1 RED CEDAR PO BOX 522 EXCAVATION. SEE \ �x t J.���° / / LOCATION OF EXISTING SEPTIC O ( ) RIVERFRONT AREA: 29,400t S.F. WEST DENNIS, MA 02670 NOTES 5 & 6 \�� \ . I c / / SYSTEM WAS UNDETERMINED. , © (1) JAPANESE BLACK PINE UPLAND LOT AREA: 26,820t S.F. • \ c•/ \\ B,QG 52.0 / l / / / DURING CONSTRUCTION IT IS VARIANCES REQUESTED. �i,� �n sy� J r TO BE LOCATED AND BACKFILLED I OVERLAY DISTRICT: AP DATE: 3/29/02 OR REMOVED IN ACCORDANCE COMP. DESIGN: K. HEATY F � \y �41 ` ,� / NITROGEN SENSITIVE 3 / !� / / WITH TITLE V. ZONE: NOT A ZONE II CHECK: D. CRISPIN TOWN OF BARNSTABLE: 1.00. TO ALLOW 52' TO A WATER COURSE IN LIEU / \4F. / OF 100'. A VARIANCE OF 48' IS REQUESTED. // \�/ // l �'� j -A MONITERING WELL SET FEMA FLOOD ZONE "A-10" DATED 7/2/92 DRAWN: P. HAGIST / K. HEALY PLAN VIEW 52' TO DITCH 98' TO MHW ADJACENT TO PROP. SAS. ZONE DISTRICT: PANEL �E250001 0008 D FIELD: D. GAZZOLO / J. McCARTIN ( ) ( ) `�` /r t n / GROUND 7.2 SCALE: 1' = 20 FEET ESOURCE PROTECTION FILE NO. 8379-S.DWG F� - i -n TOP 10.0 OVERLAY DISTRICT: YES `� I / 8 H.G.W. 2.2 DWG NO. 5355-03 ' 0/ p/p Z jp SHEET 1 OF 2 -a 0 10 20 40 FT. JOB N0. 4-8379.00 a , REVISIONS NO. DATE DESCRIPTION 1. 4/18/02 RIVER INFO. 3"x6"x12" 8" DIA. INSPECTION COVER (NEENAH R-1974-A) 2. 5/21/02 ADD UV UNIT PATIO BLOCK BROUGHT TO FINISHED GRADE 3. 6/3/02 ADD PUMP UNIT 4. 7/15/02 PRESSURE DOS. 1/8" TO 1/2" DOUBLE WASHED STONE 1 1/2" SPOOL W/CAP 1/8" TO 1/2" 5. 3/12/04 ADD WATER INFO. 1 _ _ 4" PERFORATION AT 5 O'CLOCK _- LOAM AN SEED / - - _- WASHED STONE - 1/4" PERFORATION AT 7 O'CLOCK -d_\ `CRU SHED STONE z` `z 1/4" DRAIN HOLE AT 6 O'CLOCK J -1 A , �• .•...y+ .• �� �� pal P�� pal P pal .P p�1p pal P � pal P�� p�1 ��� pal p\ .z V -,�*W-40%**4%a*--, �V pal DISTRIBUTION LATERAL q� �� qz p O O O 16 O O 1 1/2 PVC LATERAL WITH (12) 1/4w PERFORATIONS & (1) 1/4 DRAIN HOLE `O �L� ��\c ` ��` vim` LO q�\ q�\�1 1.5' 3.0'J TO BE SET LEVEL 1.5' C p P 'P p P P 'P<I wp<I ,,pp 3/4" TO 1-1/2" v EACH 0 I 1 FIELD DOUBLE WASHED / STONE (NO FINES) 4" PERFORATED PVC PIPE SCH. 40 FROM SAND DOUBLE WASHED STONE O O TO ABOVE PEASTONE (NO STONE IN PIPE) TO 0 0 BE USED AS A VISUAL INSPECTION PORT 1/4" PERFORATIONS TO BE DRILLED AT 5 O'CLOCK AND 7 O'CLOCK. ALTERNATE PERFORATIONS BETWEEN BOTH SIDES OF PIPE. TOTAL OF 12 PERFORATIONS AND 1 DRAIN HOLE PER LATERAL. PERFORATIONS TO BE DRILLED SMOOTH TO PREVENT CLOGGING. ALL PIPING TO BE SOLVENT WELDED SCHEDULE 40 PVC OBSERVATION PORT DETAIL. ORIFICE SHIELD TO BE SNAPPED SECURELY INTO PLACE NOT TO SCALE AROUND ALL 12 PERFORATIONS ON EACH LATERAL. SLOTS ON ORIFICE SHEILD TO BE LOCATED DIRECTLY OVER EACH PERFORATION. ZABEL ORIFICE SHIELD LATERAL DETAL NOT TO SCALE NOT TO SCALE NOTES: 1. SEPTIC TANK SMALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON. RE**-pICED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 2. SEPTIC TANK TO NATHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. UNLESS UNDER PAVEMENT. DRIVES OR 6. TANK TO BE WATERTIGHT AT FACTORY. TRAVELED WAYS, WHEREIN H-20 LOADING 2-24" DIA METAL MANHOLES SHALL APPLY. COVERS MATH BOLTS BROUGHT 3. ALL PIPE CONNECTIONS AND CONCRETE TO FINISH GRADE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH TEE TO BE UNDER 1 • MORTAR. M.H. OPENING �' 3" RAISE M.H W�L 4' 10'-6" SEWER BRICK 10'-0' MORTAR 12 • • 3' PRECAST SEPTIC TANK 10' 14' w INLE T TEE 5'-2" 4'-6" 4'-0" MIN. to' am � 5'-4' 5'-8" z LIQUID DEPTH J ° BOTTOM ON LEVEL STABLE BASE aty ;• l 4] PLAN VIEW 6. MIN. 3/4 TO 1 1/2" STONE CROSS-SECTION VIEW BSC GROUP 657 Main Street, (RT. 28) Unit 6 W. Yarmouth Massachusetts _ SEPTIC TANK DETAIL: 1 , 500 GALLON 02673 NOT TO SCALE 508 778 8919 PROJECT TITLE: SEWAGE DISPOSAL .131 - 8'-0" SYSTEM DESIGN DESIGN CALCULATIONS: 2"x2"x2"" TEE �' SIGN FLOW TO CHAMBER - 440 GPD 2"x2'x2" TEEL x2'x2'" 2"x2"x2' TEE 2' SPOOL W/CAP P P POWER 4'-4' 4'-10" REQ'D EMERGENCY STORAGE 64 6 GAL GPD 001,7EMERGENCY STORAGE CYCLES = 4 PER DAY #1010 2' SPOOL W/CAP CONTROL co NUMBER OF DOSING CYCLES CABLES DEPTH PER CYCLE = 6 INCHES 2" PVC PVC 2" PVC 34.6 S.F. X 0.58' X 7.48 GAL/CF 129 GAL/DOSE CRAIGI/ILLE SET LEVEL SET LEVEL SET LEVEL INLET DESIGN TDH 12 FEET N 50 GPM N 12' T °��'�" GPM BEACH ROAD 5 WALLS a FIN. GROUNDMHOLE BROUGHT TO FINISHANGRADE BOLTRON COVERS BARNSTABLE z NOTES: E < 1 1/2.0 LATERAL TOP ELEV. = 7.97 1 1/2' ELBOW APPROX. 24" COVER w FROM SEPTIC ~ 1. PUMP CHAMBER TO WITHSTAND m 2' PVC DISCHARGE H-10 LOADING TANK - SECURE CHAIN REDUCER INV.=6.80 -� TO WALL PIPE INV 6.55 2. WATERPROOF AT FACTORY ~ j I HER. < 1 e4" WEEP HOLE PREPARED FOR: IL STOR. OR APPROVED EQUAL _ _ 2 GALV. UNION Y CIO ALARM ELEV.= 4.38 o c� CHECK VALVE Mr. KEN GRADY - " w�- 3. ALL PIPE CONNECTIONS AND CONCRETE N 'O PUMP ON EL. = 3.88 � 6 mo w 2 SCH 80 CONSTRUCTION SHALL BE WATERTIGHT. GRAND COVE LANDING, INC. CD FIELD = PVC THREADED NOTE: ALL PIPING TO BE SOLVENT t - 6 ~5~o PIPE 464 MAIN STREET WELDED SCHEDULE 40 PVC 2" MANIFOLD PULP OFF EL. 3.38 a O M 4. RAISE MANHOLE TO FINISH GRADE WITH SET LEVEL - 1 4- N 3 MERCURY FLOAT SEWER BRICK AND MORTAR. FULL OUTER PO BOX 522 • LEVEL CONTROLS MORTAR PARGE TO PROVIDE WATER MANIFOLD CROSS-SECTION BOT. EL - 2.30 �-. - 3 :; YERS TIGHT SEAL. WEST DENNIS, MA 02670 SEWAGE PUMP (MODEL SRM4) 5. POWER CABLES TO BE PLACED IN DATE: 3/29/02 6' MIN. 3/4" TO 1 1/2' STONE OR EQUIVALENT CONDUIT IN ACCORDANCE WITH LOCAL COMP. DESIGN: K. HEALY 3 PRESSURE DOSE HEADER MANIFOLD NOT TO SCALE LOCATED UNDER MH BUILDING AND IMRE CUES. CHECK: D. CRISPIN 50 GPM • 12' TDH NOT TO SCALEDRAWN: P. HAGIST / K. HEALY 00 FIELD: D. GAZZOLO / J. McCARTIN FILE NO.1000 GALLON PUMP CHAMBER DETAIL. DWG N0. 5355-2D a NOT TO SCALE JOB N0. 4-8379.00 SHEET 2 OF 2 a