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HomeMy WebLinkAbout0060 GREAT BAY ROAD - Health (2) �6 Cl t-e 6e- T Fee No. THE COMMONWEALTH OF MASSACHUSETTS Entered incom— p�9 Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application Disposal *pstem Construction Permit Application for a Permit to Construct(_ Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. C�+a �c.� �� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel C) 07 0- Installer's Name,Address,and Tel.No. 'NO@t ^r'�c��b0 Designer's Name Address,and Tel.No. ���.we.,� Type of Building: 3' Dwelling No.of Bedrooms t4LA Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil ,ham An Nature of Repairs r Alterations(Answer when applicable) T�,krelz, a. e-CaiYWr �t w r r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenan escribed on-site sewage disposal system in accordance with the provisions of Title 5 of he Environment a and not to place the system in operation until a Certificate of Compliance has been issued by this Bo_ f ealt k Signed Date ®� Application Approved by Date Application.Disapproved by Date for the following reasons Permit No. an Date Issued t G] yea No. f�F� 1 �1 Q. " :..; Fee � ,€ THE-COMMONWEALTH OF MASSACHUSETTS Entered in computer:"_ Yes PUBLIC HEALTH DIVISION - TOWN OF_BARNSTABLE, MASSACHUSETTS , ZWfiratiou Misposal 6pstem Coustrurtiou Permit } Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.Gp Gr �kj Owner's Name,Address,(and Tel.No., Ct Ix Assessor's Map/Parcel 4J •,• Q 7 �/(' t �,N c x - 2-WO Installer's Name,Address,and Tel.No. I-or �.Gi t`t E'C.rp Designer's Name,Ad°dress,and Tel.No. `py c�n�fCat���1, (Q`3 � ' .�a� ?11 M•;i p . { ' C? �Cf.�L 1 i it— 'lope of Building•. - `- ' - Dwelling No.of Bedrooms /_, t Lot Size sq.ft. Garbage Grinder( ) Other -_ Type of Building 0 �: No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) f gpd Design flow provided gpd Plan Date Number of sheets Revision Date j Title N Size of Septic Tank Type of S.A.S. -Description of Soil ; Nature of Repairs or Alterations(Answer when applicable) i.�-r�� "1� 4 !ram , radt car- ' •r q °Ka t' � tit 0-f- �~..��n �- s. } d !-tom r�r .►C. Date last inspected: Agreement: }_ The undersigned agrees to ensure the construction and maintenance oaf theaafore described on-sife sewage disposal system in ' i accordance with the provisions of Title 5 of the Environmental Code an'"�d of to place the system in operation until a Certificate of Compliance has been issued by this BoardOf Healt �. Signed -►.I Date Ai4pplication Approved by - r. it ttzal�:- f a %1 .� R - Date Application Disapproved by / Date for the following reasons Permit No. 4 *;�L� Date Issued .. ^ V THE COMMONWEALTH OF MASSACHUSETTS p6w�/ `` BARNSTABLE,MASSACHUSETTS •} Ilk Certificate of Compliance THIS IS TO CERTIFY,that the On-site See Disposal systems Constructed(�)� Repaired( ) Upgraded( ) Abandoned( )by r G~l.toe rX wag TC it G -` WW �» �.�+C'eA0 has been constructed in>accordance - with the provisions off Title 5 and the forki o al S tenT` onstruction Permit Now .-t4 dated 4F�Installer �i-A�, l D cr - Designer 5UAi,_ h�. #bedrooms Approved design flow / gpd The issuance of this permit sh 11 not b5 construed as a guarantee that the system-will functionaas des ed. Date > c�c� c7 CT Inspector Fee THE COMMONWEALTH OF MASSACHUSETTS �- PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( )� uff Upgrade ) Abandon System located at //?v 1 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with , Title 5 and the following local provisions or special conditions. y Provided:Construction must be completed within three years of the date of this permit. p Date 11 1 f Approved by 1�- yL"`- ,. t ' W , Y' - - TOWN OF BARNSTABLE LOCATION �® it SEWAGE#20A _L�1D VILLAGE ASSESSOR'S MAP&PARCEL 09 3-0 7 r INSTALLER'S NAME&PHONE NO. T` 1CnL� � SEPTIC TANK CAPACITY Q✓ LEACHING FACILITY-(type) (size) NO.OF BEDROOMS _OWNER Inn �Inad/P LG�zc%! . PERMIT DATE: COMPLIANCE DATE: 2� 1 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 FURNISHEZBY \ +/�J y.•" �.. ` � to �-,. � ' ... le ippaa �� j �j.P � ' 67 - ` a 113!a , 34510 PO 123 63098 09"27--2021 A 41 m 4o io DEED RESTRICTION WE, JOHN B. LAZOR TRS and MARISSA.A. LAZOR TRS, as owners of"60 GREAT BAY ROAD Barnstable (Osterville), recorded with the Barnstable County Registry of Deeds in Book 29511, page 75, agree that until such time as technology changes and/or the Barnstable Board of Health changes its regulations or otherwise grants permission, any house built on the premises of 60 GREAT BAY ROAD, Osterville, shown in Barnstable County Registry of Deeds Plan Book 275; Page 27, Lot 2 on the Plan being bounded and described, according to the Plan, shall have no more than Four (4) bedrooms. COMMONWEALTH OF MASSACHUSETTS Barnstable County On this day of September 2021, before me, the undersigned notary public, personally appeared, proved to me through satisfactory evidence of identification,which was: Massachusetts Driver's License, to be the persons whose: names are signed on this document and acknowledged to me that they signed it voluntarily for its stated purpose. JOHN B. LAZOR TRS MARISSA A. LAZOR TRS i ` en under h nd and notarial seal this day of September;2021,. i .. , NOTARY PUBLIC. ' � j D�pp H.�KAAZ My commission Expires: • _ — Notary public CAMMONYY#AtTH OF: SSA04 My Commission Expires May is. 2026. 3ARNS P1t, REGISTRY 0f DEEDS Iohn F. Meade, Register, I McKean, Thomas From: McKean,Thomas on behalf of Health Sent: Friday, March 25, 2022 12:16 PM To: 'eleckstrom'; Duffy, Robert; Health;Tim Meagher Cc: john@joycelandscaping.com'; pneary@rustysinc.com; Mike Hansen; Chuck Rowland; Desmarais, Donald; Stanton, David Subject: RE: 60 Great Bay Rd Osterville Good Morning, Thank you for your email. We are aware that the building sewer installation did not comply with the engineering plan that was originally submitted. Specifically a four-inch building sewer was installed instead of the originally designed two-inch line with a grinder pump . The Health Division would have no objections to the approval of revised engineering plans(if/when submitted) and the installation of a building sewer installation which would comply with 310 CMR 15.000, State Environmental Code,Title V. However,yesterday we were told the four-inch line was not installed (sloped) correctly. Section 310 CMR 15.222 (6) requires a four-inch building sewer to be laid at a slope of not less than 0.01(1/8 inch per foot. The slope of the building sewer did not meet the minimum required slope of not less than 0.01. It is suggested you contact the designing engineer to resolve this violation of Section 310 CMR 15.222(6). Sincerely, Thomas McKean From: eleckstrom [ma i Ito:eleckstrom@meagherinc.com] Sent: Thursday, March 24, 2022 5:19 PM To: Duffy, Robert; Health; Tim Meagher Cc: 'john@joycelandscaping.com'; pneary@rustysinc.com; Mike Hansen; Chuck Rowland Subject: 60 Great Bay Rd Osterville Good afternoon, It seems there has been some back and forth on what is to code and what is allowed for the septic tie in at 60 Great Bay Rd in Osterville#21-1199.from the new garage to the existing septic system.We would just like everyone to be on the same page so we can get this straightened out. Sincerely, Eric Leckstrom Sales Associate - Meagher Construction, Inc. 1 776 Main Street Osterville, MA 02655 Office: 508-428-0458 Cell: 508-776-0863 eleckstrom@meagherinc.com CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 2 c CONSTRUCTION 776 MAIN ST. OSTERVILLE, MA 02655 508-428-0458 eleckstrom@meagherinc.com Re: 60 Great Bay Rd Septic Tie In March 24, 2022 Permit# 21-1199 To whom it may concern, This letter will serve as clarification/confirmation on the change in parameters for the septic line that was originally proposed as a 2" line with an ejector pump.The installation has been done with a 4" line to be gravity fed to the tank for the new 3 car garage permit#21-1199 and approved by the Board of Health and the Plumbing Inspector with requested changes as noted below. A certificate of Compliance has been requested by the Health Inspector. The plumbing inspector Robert states their jurisdiction is from 10' away from the tank and Don the board of health inspector states their jurisdiction is 10' away from the foundation of the dwelling. We request clarification on if we are good with the 4" sewer drain line once we change over to the cast iron as requested by the plumbing inspector and what else if anything needs to be done to be in compliance with the current codes so we can move forward with this project and get his back on track. Thank you all for your time and help on this matter. Eric Leckstrom Meagher Construction INC v > McKean, Thomas From: eleckstrom <eleckstrom@meagherinc.com> Sent: Thursday, March 24, 2022 5:19 PM To: Duffy, Robert; Health;Tim Meagher Cc: john@joycelandscaping.com'; pneary@rustysinc.com; Mike Hansen; Chuck Rowland Subject: 60 Great Bay Rd Osterville Attachments: Septic Tie In Letter For 60 Great Bay Rd 03-24-22.pdf Good afternoon, It seems there has been some back and forth on what is to code and what is allowed for the septic tie in at 60 Great Bay Rd in Osterville#21-1199 from the new garage to the existing septic system.We would just like everyone to be on the same page so we can get this straightened out. Sincerely, Eric Leckstrom Sales Associate Meagher Construction, Inc. 776 Main Street Osterville, MA 02655 Office: 508-428-0458 Cell: 508-776-0863 eleckstrom@meaRherinc.com CONSTRUCTION CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! i Town of Barnstable Regulatory Services Richard V.Scali,Interim Director RARN3lXB1E Public Health Division ►+ �` Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer_&Designer Certification Form Date: 4/11/2022 Sewage Permit# Assessor's Map\Parcel 093/075 Designer: Sullivan Engineering&Consulting, Inc. Installer• i 711 Man Street/PO Box 659 pp Address: Address: Osterville,MA 02655 6 On �i �� �'� A-P was issued a permit to install a (date) (i staller septic system at 60 Great Bay Road,Osterville based on a design drawn by (address) Sullivan Engineering&Consulting, Inc. dated "L (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. X 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 certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. See Attached Cover Letter I ce i that the system referenced above was construct, ance with the terms o roval le rs applicable) "` Nof R4 A �y . . G R (Ins ller's Signa e) n . 5i 9 ind `Fss►oNaL (Designer's ignature) (Affix Designers Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-. BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc L 0 Engineering & S U I ivati , Consulting, Inc. (508)428.3344• P.O. Box 659 • 711 Main Street, Osterville, MA 02655 seci@sullivanengin.com • www.sullivanengin.com April 11, 2022 Town of Barnstable Health Department 200 Main Street Hyannis, MA 02601 RE- Garage-Sep&Line Lazor 60 Great Bay Road, OsterviFe MA Dear Health Agent, During installation of the septic connection from the garage to the existing septic tank, an issue with permitting the previously approved sewer ejector came up with the plumbing department. As a solution, a cast iron pipe was laid from die garage to the existing septic tank. After inspecting the pipe and checking the pitch, the pipe is at 1%pitch which meets the requirements of 310 CMR 15.222 (6). Although it is the engineer's recommendation to run the pipe 2%pitch before the septic tank it could not be done unless an ejector pump was used. I trust this meets your present needs. 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JOB ADDRESS DESIGN LAZOR RESIDENCE PROPOSED TPREE CUCMIA U60 GREAT BAY RD. . - :- - - FLOOD ZONE: ZONE: Zone AE 13' & AE 12' RF-1 " .x, b�.���� � ,��� �� ,����. �� • Community Panel No. Area (min.) 43,560 SF4 � #250001 0544 J Frontage (min) 20' w, Wit, July 16, 2014 Width (min) 125' ., Setbacks: Fron t 30' Side 15' r *.,.•, Rear 15' ASSESSORS REF: Map 093, Parcel 075s'� OVERLAY DISTRICT: AP — Aquifer Protection District LOCATION MAP. 1"=2,000±' DIRECTIONS: From Hyannis - Take Route 28 into Osterville; turn left onto Osterville West Barnstable Road and follow to the end, Take a left onto Main Street; Take a right onto Parker Road, At the stop sign take a right onto West Bay Road, Bear left onto Bridge Street, and take a right onto Great Bay Road. #60 is on the right. Existing Pier SE3-2023 North Say AL Proposed AL AUK AL 3'f Pier Extension Salt Marsh Abutters new bulkhead A SE3-5406 to tie into % proposed timber bulkhead / AL 'IL JIL AL .. ............. AL Solt Marsh ,L M2 Beach Gross """'•••• Salt Marsh AE ELEV. 13 Zone AL AL salt Marsh _ffe _..... Remnant c ti ve 7116114�"' i Bulkhead Proposed Bulkhead AE ELEV. 13, AE ELEV. 12 Remnant Bulkhead roposed Rgturn FEMA Zone / Brush o Effective 7/16/14 t , AE ELEV. 12' .................... Edge•of tam•: � O y / Meadow Y m' Existing Trees to be Proposed Preserved or Replaced Lawn / / 57.2 Fill Yard 2'f Stone Return / 84.9 /. n1f David M. & Kathleen C. � Colabro Trustees ! 50 Buffe Flag Pole Proposed David & Kathleen Calabro r Living Trust / / Timber Bulkhead Lot 2 y� Lot Area �I, 50'B&ffer �O l 40,330sff Upland Lawn N / / Patio o Elev. 6.5' / o/ Fill Yard 2 f 0o /Sill 10.0 Sill 8.7 c Proposed , (v Roof Runnoff o�m Leach Pit Olt 2 Sty w1f o° 100__Buffer Dwelling o� g / Pro Sill 10.0 100 Buffer Sewer Ejector Notes: /- Proposed Sewer Ejector Pump to service Proposed room above garage which is not a / Sewer Ejector bedroom and is less than 259 of the See Note n/f design flow of the system. l Helen M Hughes Sewer Ejector pump to be non—grinding / Proposed Garog with less than 60 per gallons minute l flow rate. g p Slab Elev. 6.0 Pump will be capable of passing a 2" l a �c ,� ry diameter solid ^ o ko / i� N Use Liberty 4/10 HP Pump LE 40 or / Pump 2 approved Alternative. nk Chamber / O 30' Setback / Existing Septic Per Tie Cord Grovel Drive Permit 90-38 / Box 1 o L=202.50. R5 .33 SAS CB/DH _9 c. (FND) Edge Of Pave " c a�,V v Great Edge of Pavement Tank Say Utility Pole Utility Pole /�( Eo9e o� � O�M f'ove � n/{ Kevin G & Cynthia J Kett Plan View Scale 1"=20' n/f _ Daniel & Annise Hoog/und i j i i •�NOF1 S S4c Proposed T ti Grade LAN Proposed 0o CIVI Bulkhead GIST Elev. 4.5 FSS►ONAIEN Existing Grade Existing Remnant Bulkhead Section View Scale 1"=51 4Sheet ngG 8" Timber Piles REV.: Add Sewer Ejector Notes 11/18120 REV.: Update Garage Ejector Pump 1111012021 REV.: Update Garage Location & Footprint 911512021 REV.: Update Garage Footprint 10210812021 TITLE: PREPARED BY. PREPARED FOR: NOTES: Site Plan • Engineering QT 1.) The property line information shown was compiled from =Proposed Improvements �X John B. & Marissa A. Lazor Trustees available record information. m j UJVan n John B. & Marisa A Lazor Rev Trust 2.) The topographic information was obtained from an on y At CO.S.1til1g, InC. the ground survey performed on or between March 26, 4 Stevens Circle 2002 and July 30, 2018. VO Great Bay Road (508)428-3344•P.O. Box 659 .711 Main Street, Osterville, MA 02655 Westwood MA 02090 3.) The datum used is NAVD '88, based on RTK GPS Barnstable (osterville) Mass. seci@sullivanengin.com•www.suilivanengin.com bench mark. C) 5 -Section 0 2.5 5 10 2p 4) Water Lines and, other utility locations to be confirmed V Draft: CTR Field: CTR/WHK 20 -Plan view 0 10 20 40 80 prior to construction. i DATE: SCALE. Review: CTR Comp./Review: CTR September 10, 2018 As Noted Project: 38004 Project: Lazor iI ' f � i l-