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Home My WebLink About1254 MAIN STREET (OST.) - Health STAIN r A 119ag ,056 _ �r i i I i TOWN OF BARNSTABLE LOCATION =N- SEWAGE# A61 s 08e 5 VILLAGES ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. -7'7 SEPTIC TANK CAPACITY g�C��cA2_ �. Cyr �61-A(IL_ i6M Cg�E ot . LEACHING FACILITY: (type) (size) 3 'X, NO.OF BEDROOMS OWNER LDS ems! PERMIT DATE: e4 46—1�� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility + AS- 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) ICI Feet FURNISHED BY r gal `tl A,3 p ° r r ,f 1�3 TOWN OF BARNSTABLE LOCATION i�- � �� SEWAGE# VILLAGE , , ASSESSOR'S MAP&PARCEL 11 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1�4/tL 604-P"1 A+1 K- I0�t._. LEACHING FACILITY:(type)��- 1'-4¢- (size) OWNER Losgg n PERMIT DATE: - g- ' COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility -4-5— Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 1� Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 3 S 3 t ® labs / ant fir;D>I" .a � Min Town of Barnstable Board of Health °rfa" A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. April - p , 2019- Amended—Wastewater Restriction corrected at.#1276 Mr. Matthew Eddy, P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 aJ, 4��,y ! -�Y RE >4 1276, 1266,,and 1254 Mal ij n,Street,t Osterville,Parcels 055;001, 0650,and,056 on r -';-fir r -3— As"e Isor's Dear Mr. Eddy, You are granted permission to utilize nitrogen aggregation in order to construct onsite- sewage disposal systems at 1254, 1266, and 1276 Main Street Osterville; Massachusetts, on behalf of your client Benjamin J. Losordo Trustee, (hereinafter the "Owner") with the following conditions: 1276 Main Street Osterville (1) The nitrogen aggregation credit land, identified as a 9,241 square feet area at the easterly section at Parcel 55-001 on Assessor's Map 119, known as 1276 Main Street Osterville, shall be restricted in use in strict accordance with 310 CMR 15.216 of the State Environmental Code, Title V. This identified nitrogen aggregation credit land area must remain pervious. Any impervious structure(s) shall not be allowed. This credit land shall not have any manmade sources of nitrogen, shall not receive any fertilization, and shall not be used for keeping,, raising, or breeding animals. (2) The Owner shall execute and record at the Barnstable County Registry of Deeds a deed restriction, approved by the Town Attorney, restricting the nitrogen aggregation credit land area so that there will be no impervious pavement nor any impervious structures constructed; so that there will be no manmade sources of nitrogen, including fertilization; and so that there will be no keeping, raising, nor breeding of any animals. The nitrogen aggregation credit land is identified as a 9,241 square feet land area, at Parcel 55-001 on Assessor's Map 119, known as 1276 Main Street; Osterville Massachusetts. A copy of the recorded deed Q:\WPFILES\Eddy NitrogenAggregation 3 LotsLosordo 1254-76 Main Street Ost 2017 Rev Apr2018.docx pr restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) No more than 118 gallons of wastewater discharge per day are authorized to be discharged at 1276 Main Street, Osterville Massachusetts, identified as Parcel 55-001 on Assessor's Map 119. (4) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 1276 Main Street Osterville, identified as Parcel 55-001 on Assessor's Map 119, to a maximum daily wastewater discharge of 118 gallons per day. 1266 Main Street Osterville (5) No more than 220 gallons of wastewater discharge per day are authorized to be discharged at 1266 Main Street Osterville, identified as Parcel 55 on Assessor's Map 119. (6) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 1266 Main Street Osterville, identified as parcel 55 on Assessor's map 119, to a maximum daily wastewater discharge of 220 gallons per day. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. 1254 Main Street Osterville (7) No more than 260 gallons of wastewater discharge per day are authorized to be discharged at 1254 Main Street Osterville, identified as Parcel 56 on Assessor's Map 119. (8) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 1254 Main Street Osterville, identified as Parcel 56 on Assessor's Map 119, to a maximum daily wastewater discharge of 260 gallons per day. A copy of the recorded deed restriction shall be submitted to the. Health Agent prior to obtaining a disposal works construction permit. (9) The septic systems shall be installed in substantial conformance with engineered plans which are designed in conformance with the State Environmental Code, Title V and local Health regulations. (10) The designing engineer shall supervise the construction of the onsite sewage disposal systems and shall certify in writing to the Board of Health that the systems were installed in substantial compliance with engineered plans which are designed in conformance with the State Environmental Code, Title V. and local Health regulations. Q:\WPFILES\Eddy NitrogenAggregation 3 LotsLosordo 1254-76 Main Street Ost 2017 Rev Apr2018.doex F This permission is granted, without the necessity of granting variance relief, based upon the agreement that restrictions will be recorded limiting the maximum wastewater discharge quantities on each lot. There will be no increase in flow overall compared to the existing allowable daily wastewater discharges for these three lots combined. Also restricted nitrogen aggregation credit land, identified as a 9,241 square feet area within Parcel 55-001 on Assessor's Map 119 (1276 Main Street), will remain pervious and will be restricted from any use which would contribute manmade sources of nitrogen to the groundwater in this area. Sincerely yours, AK V CV J Y r Paul J. a if�D.M.D. Chairman Q:\WPFILES\Eddy NitrogenAggregation 3 LotsLosordo 1254-76 Main Street Ost 2017 Rev Apr2018.docx DATE: FEE: (; * snstvsTasi E � � y Mass. 039. �� REC.BY Town of Barnstable �o ,L • SCHED.DATE: Board of Health l 200 Main Street, Hyannis MA 62601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. Alternate:Cecile Sullivan,RN,MSN VARIANCE REQUEST FORM LOCATION Property Address: 1254. Main Street, Osterville, MA Assessor's Map and Parcel Number: M119, P 0 5 6 Size of Lot: 14, 406 s f Wetlands Within 300 Ft. Yes Business Name: SB Nominee Trust No x Subdivision Name: N/A APPLICANT'S NAME: SB Nominee Trust Phone 508 888-6067 Did the owner of the property authorize you to represent him or her? Yes x No PROPERTY OWNER'S NAME CONTACT PERSON Name: SB Nominee Trust, Ben Lasordo, TR Name: Matthew Eddy Address: P.O. Box 1637, Sandwich MA Address: 78 North St, Hyannis, MA Phone: 508 888-6067 Phone: 508 771-7502 EMAIL: meddy@baxter7nye.com VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) . 310 CMR 15.203 - System Sewage DEP policy - systems in Zone I.I's should Flow Design Criteria be sized for actual design flow. NATURE OF WORK: House Addition House Renovation LJ Repair of Failed Septic System LJ Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 5 separate,collated packets. Five(5)copies of the completed variance request form Five(5)copies of engineered plan submitted(e.g.septic system plans) Five(5)copies of MA DEP approval letter for I/A septic systems only. Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Signed letter stating that the property or business owner authorized you to represent him/her 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) -7:ZTN:�LT0Z Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). -oG _ $95.00-variance request application fee collected (No fee for lifeguard modification renewals , grease trap variance renewals [same owner/lessee 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 Paul J.Canniff;'Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A.Guadagnoti,M.D. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BMQD49H2\VARIREQ Rev APR2017.DOC BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,31 Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 October 10,2017 Town of Barnstable Board of Health Dr.Canniff, Chairman Mr.Thomas McKean,Director Barnstable Health Department 200 Main St. Hyannis,MA 02601 RE:1254, 1266 and 1276 Main Street,Osterville,MA Board of Health Filing Dear Chairman,members of the Board and Mr.McKean: On behalf of our client, we are submitting the attached materials which address the request for a Title 5 variance on Lot #1254 and a Nitrogen Aggregation Plan for Lots#1254 and#1276. Also deed restrictions for septic flows across all three lots are proposed. Five copies of the engineering plans, floor plans,general cafd menu,the septic system checklist, and variance request form are attached here for your consideration. Please schedule this request to be heard at your next available hearing. The variance is simply to allow the installation of the septic system for the cafe to be installed per the actual calculated design flow of 260 GPD. Title 5,section 15.203, identifies a minimum septic system component sizing of 1000 GPD for a fast food restaurant. This matter was presented informally to Brian Dudley at MassDEP. Brian indicated that DEP's policy and his strong preference for septic systems in Zone II's is to size the systems for the actual septic design flow and not the minimum noted component sizing. The reasoning for this is they do not want systems oversized in Zone Ms. We are also proposing Nitrogen Aggregation with 41254 being the Facility Land and#1276 providing the Credit Land. I reviewed this with Tom McKean in a preliminary meeting on May 31,2017. We agreed on the approach and the allowable flows as defined on our plan. These lots lie within a DEP Zone II as well the Town's Wellhead Protection Overlay District; The most restrictive for the flow limitations comes.from the Zone II requirements being 440 GPD/40,000 sf As such, septic design flows allowed on the two lots is as follows: • 1254 Main Street— 14,406 sf x 440 GPD/40,000 sf= 158.4 GPD • 1276 Main Street—20,017 sf x 440 GPD/40,000 sf=220.1 GPD + Total Flow Allowed between these two lots is 378.5 GPD. The septic design flow proposed is as follows: • 1254 Main Street— 10 seats x 20 GPD/seat+ 1200 sf retail space x 50 GPD/1000 sf=260 GPD • 1276 Main Street—2200 sf retail space x 50 GPD/1000 sf 110 GPD Total proposed flow on the two lots is 370 GPD,less than 378.5 GPD allowed. Land Surveys • Site Design Subdivisions • Septic Design • Wetland Filings • Planning f . October 10,2017 Town of Barnstable_Board of Health RE: 1254, 1266 and 1276 Main Street,Osterville,MA Applying nitrogen aggregation across the two lots: • 1254 Main Street requires additional credit land of: o 260 GPD(proposed)— 158.4 GPD(on facility land)= 101.6 GPD in credit land required. o 101.6 GPD x 40,000 sf/440 GPD=9,236 sf. • Therefore,a credit land restriction of 9,236 sf is applied to the property at 1276 Main Street. This credit land restriction area is shown on the enclosed engineering plans. • For the credit land property at 1276 Main Street,the area remaining for septic flow is: o 20,017 sf—9,236 sf= 10,781 sf o 10,781 sf x 440 GPD/40,000 sf= 118.6 GPD allowed. o 2,200 sf of retail space is proposed which is a design flow of 110 GPD which is less than the allowed flow of 118.6 GPD. As part of the Nitrogen Aggregation a Grant of Nitrogen Loading Restriction and Easement, as required under Title 5, will be executed and recorded for both Lots#1254 and#1276. This limits the use of the easement credit land and restricts the design flows on each lot as noted. A draft of the Restriction documents is attached hereto. Also a deed restriction is proposed for the property between these two lots,# 1266 Main Street,to restrict the flow of the existing two-bedroom house to two bedrooms. Both of these restriction documents will be recorded once approval is obtained. and prior to issuance of the septic permits. Thank you for your consideration. Very truly yours, Baxter Nye Engineering& Surveying Matt ew Eddy,P.E. M Sing Partner Cc: SB Nominee Trust 0:\20171,2017-050\ADMRTTERMITS-Applications and Approvals\BOH\2017-050 Ll BOH Variance Request.docx Page 2 BAXTER NYE ENGINEERING & SURVEYING 78 North Street,31 Floor,Hyannis,MA 02601 Tel:.(508)771-7502 Fax: (508)771-7622 iL Upon recording,mail to: Bureau of Resource Protection,Wastewater Management Department of Environmental Protection [applicable Regional Office address] GRANT OF TITLE 5 NITROGEN LOADING RESTRICTION AND EASEMENT (Grantor owns and restricts both the facility land and the credit land) 310 CMR 15.216 This GRANT OF TITLE 5 Nitrogen Loading Restriction AND EASEMENT made as of this day of 2017 ,by * ,Of sandwich ,Barnstable County,Massachusetts("Grantor"). *Benjamin J. Losordo, Trustee of SB Nominee Trust udt d. 7/28/17 WITNESSETH cert at Book 30659 Page 178 WHEREAS. Grantor being the owner(s) in fee simple of that [those) certain parccl(s)of land identified as Lot 56,Osterville, Barnstable county, MA with the buildings and improvements thereon,pursuant to a deed from Joan Loringto Grantor,dated 7/28/2017 ,and recorded with Barnstable County Registry of Deeds in Book 30659, Page 18o [source of title other than by deed] and/or pursuant to Certificate of Title No. issued by the Land Registration Office of the County Registry District, said parcels)of land being more particularly bounded and described in Exhibit A, attached hereto and made a part hereof, and being shown on a plan entitled, " Plan of Land dated 1/8/1998 ,prepared by capesury recorded with Barnstable County Registry of Deeds as Plan No. s in Plan Book 555 and/or registered as Land Court Plan No, on file with the Land Registration Office of County Registry District("Facility Land");and WHEREAS,Grantor being the owner(s) in fee simple of that [those] certain parcel(s)of land identified as Lot 5s-1,osterville, Barnstable county, MA y with the buildings and improvements thereon, pursuant to a deed from Joan Lorinqo Grantor,dated 7/28/2017 ,and recorded with Barnstable County Registry of Deeds in Book 306591 Page iso [source of title other than by deed] and/or pursuant to Certificate of Title No. issued by the Land Registration Office of the County Registry District, said parcel(s) of land being more particularly bounded and described in Exhibit A,attached hereto and made a part hereof, and being shown on a plan entitled, ' plan of Land dated 1/8/1998 ,prepared by capesury , recorded with Barnstable County Registry of Deeds as Plan No. 5 ,in Plan Book 555 and/or registered as Land Court Plan No. on file with the Land Registration Office of County Registry District("Credit Land");and WHEREAS,Grantor desires to restrict the number of bedrooms as defined pursuant to 310 CMR 15.002 and/or the wastewater discharge design flow in any improvements located on the Facility Land through the use of this Nitrogen Loading Restriction and Easement;and. WHEREAS, the Facility Land has the benefit,granted hereby, of the Restriction and Easement on the Credit Land consisting of approximately. 9,241 sf as herein provided;and WHEREAS, the Nitrogen Loading Facility Aggregation Plan has been approved by the Barnstable Board of Health [insert appropriate town/city] [and, if required, the Massachusetts Department of Environmental Protection ("MassDEP"or"Department")] in accordance with the Department's "Guidelines for Title 5 Aggregation of Plans and Nitrogen Loading;" said approval being based upon the agreement by Grantor to incur certain obligations regarding the number of bedrooms, as defined in 310 CMR 15.002, and/or the wastewater discharge design flow in any improvements located on the Facility Land and maintenance of the Restriction and Easement to-ensure protection of the nitrogen loading limitation of 440 gpd/acre discharge standard pursuant to 310 CMR 15.214 in nitrogen-sensitive areas or in areas serving new construction where the residential use of both on-site systems and drinking water supply wells are proposed; and to grant to the municipality acting by and through the Barnstable Board of Health [insert appropriate town/city]a perpetual easement to ensure maintenance of the Facility Land and the Credit Land including,but not limited to, removal of any prohibited uses and in connection herewith a perpetual easement to pass and repass over the Facility Land and the Credit Land for purposes of inspection of the Facility Land and Credit Land to ensure compliance with and fulfillment of the terms of this Restriction/Basement as hereafter set forth; 9 A- i L NOW,THEREFORE,pursuant to the provisions of 3:10 CMR 15.216, Grantor does hereby GRANT to the Town/City of Barnstable,a Massachusetts municipal corporation situated in Barnstable County,having an address at 367 Main St,Harnstable, rw; acting by and through its Board of Health ("Local Approving Authority") for nominal, non-monetary conswerauon, with QUITCLAIM COVENANTS, a TITLE 5 NITROGEN LOADING RESTRICTION AND EASEMENT("Restriction/Easement")in,on,upon,through,over and under the Facility Land and the Credit Land, the terms and conditions of which are as follows: PURPOSE: The purpose of this restriction is to protect and preserve the quality and quantity of ground water resources in the area of the public and private wells in the Town/City of Barnstable , Massachusetts in order to ensure a safe and healthy public and private water supply for the present and future inhabitants of the area. It shall also be for the specific purpose of limiting the introduction of nitrogen and other pollutants into,and maintaining the natural uptake of pollutants and the recharge of the ground water which takes place on the Facility Land and the Credit Land for-the said water supply. OBLIGATIONS AND EASEMENT: 1. Prohibitions. Grantor agrees to restrict the number of bedrooms, as defined pursuant to 3I0 CMR' 15.002, in any improvements on titre Facility Land to 260 GPr(insert number of bedrooms,or in cases where the design flow for the facility is not determined by the number of bedrooms, insert the applicable wastewater discharge design flow limitation in 310 CMR 15.214j. Grantor further agrees to maintain the Credit Land as nitrogen credit land by prohibiting activities which have a detrimental effect on nitrogen loading on the Credit Land, including but not lunited to wastewater discharges,the use of nitrogen fertilizer, the introduction of artificial impervious surfaces, the raising, breeding or keeping of animals, livestock or poultry for commercial purposes, and the creation or introduction of land under water. A change in the condition of the Credit Land which results in the Credit Land or a portion thereof being within a Velocity Zone or Regulatory Floodway will render the Credit Land or said portion thereof ineligible for nitrogen credit pursuant to 310 CMR 15.216. 2. Easements. In creating this Restriction and Easement, Grantor hereby grants to the Local Approving Authority its agents,contractors,subcontractors and employees a perpetual EASEMENT to enter upon and the right to bring equipment onto the Facility Land and Credit Land to do any and all acts deemed necessary to maintain the Facility Land and Credit Land in a manner which ensures protection of the nitrogen loading limitation of 440 gpd/acre discharge standard pursuant to 310 CMR 15,214 together with a right to pass and repass by foot and by vehicle over the Facility Land and Credit Land for said purposes, and for purposes of inspecting the Facility Land and Credit Land to ensure compliance with and fulfillment of the terms of this Restriction/Easemea 3. Severability.If any court or other tribunal determines that any provision of this instrument is invalid or unenforceable, such provision shall be deemed to have beer! modified automatically to conform to the requirements for validity and enforceability as determined by such court or tribunal. In the event the provision invalidated is of such a nature that it cannot be so modified, the provision shall be deemed deleted from this instrument as though it had never been included . herein. In either case,the remaining provisions of this instrument shall remain in full force and effect. 4. Enforcement. Grantor expressly acknowledges that a violation of the terms of this instrument could result in the - - following: (i) upon determination by a court of competent jurisdiction,in the issuance of criminal and civil penalties,and/or equitable remedies, including,but not limited to, injunctive relief, such injunctive relief could include the issuance of an order to modify or remove any improvements constructed upon the Facility Land or Credit Land in violation of the terms of this Restriction/Easement;and (ii)in the assessment of penalties and enforcement action by the Local Approving Authority and DEP to enforce the terms of this Restriction/Easement,pursuant to Title 5;M.G.L.e.111,§§ 17"31; 122, 124, 125, 125A, 127A through 1270,and 129;and M.G.L.c.83,§11. 5. Provisions to Run with the Land.This Restriction/Easement sets forth the rights,liabilities,agreements and obligations upon and subject to which the Facility Land and Credit Land or any portion thereof,shall be left unimproved or according . to which said Facility Land and Credit Land may be improved, held, used, occupied, leased, sold, hypothecated, encumbered,or conveyed. The rights, liabilities; agreements and obligations herein set forth shall run with the Facility 10 A- I Land and Credit Land,as applicable thereto,and any portion thereof and shall inure to the benefit of and be binding upon Grantor and all parties claiming by,through or under the Local Approving Authority or Grantor. The rights hereby granted to the Local Approving Authority and its successors and assigns constitute their perpetual right to enforce this Restriction/Easement. Grantor hereby covenants for himself/herself/itself and his/her/its executors, administrators, heirs, successors and assigns,to stand seized and hold title to the Facility Land and Credit Land, as applicable thereto,and any portion thereof,subject to this Restriction/Easement,provided,however,that a violation of this Restriction/Easement shall not result in a forfeiture or reversion of Grantor's title to the Facility Land or Credit Land,as applicable thereto. 6. Concurrence Presumed. It being agreed that Grantor and all parties claiming by, through or under Grantor shall be deemed to be in accord with the provisions herein set forth and to agree for and among themselves and any party claiming by, through or under them, and their respective agents, contractors, sub-contractors and employees, that the Restriction/Easement herein established shall be adhered to and not violated and that their respective interests in the Facility Land and the Credit Land and the Restriction/Easement, as applicable thereto, shall be subject to the provisions herein set forth. 7. Incorporation into Deeds Mortgages leases and Instruments of Transfer. Grantor hereby agrees to incorporate this Restriction/Easement, in full or by reference,into all deeds,easements,mortgages,leases,licenses,occupancy agreements or any other instrument of transfer by which an interest in and/or a right to use the Facility Land or Credit Land,or any portion thereof,is conveyed. 8. Recordation. Grantor shall record and/or register this Restriction/Easement with the appropriate Registry of Deeds and/or Land Registration Office within 30 days of the latter of: receipt from the Local Approving Authority of the approved Restriction/Easement or the expiration of the 60-day DEP constructive approval period pursuant to 310 CMR 15.216. Grantor shall file with die Local Approving Authority and the DEP a certified Registry copy of this Restriction/Easement as recorded and/or registered within 30 days of its date of recordation and/or-,registration. 9. Amendment and Release. This Restriction/Easement may be amended or released only upon approval by the Local Approving Authority. Release of this Restriction/Easement shall be granted by the Local Approving Authority in the event the Facility Land is connected to a municipal sewer system and the septic system serving the Facility Land is abandoned in accordance with 310 CMR 15.354 or the Facility Land is no longer located within a nitrogen sensitive area pursuant to 310 CMR 15.215. Any such amendment or release shall be recorded and/or registered with the appropriate Registry of Deeds and/or Land Registration Office and a certified Registry copy of said amendment or release shall be filed with the Local Approving Authority and the DEP within 30 days of its date of recordation and/or registration. 10.Term.This Restriction/Easement shall run in perpetuity and is intended to conform to M.G.L.c.184,§26,as amended. I L Rights Reserved. This Restriction/Easement is granted to the Local Approving Authority in connection with the approval of a Nitrogen Loading Facility Aggregation Plan pursuant to 310 CMR 15.216 and the Department's"Guidelines for Title 5 Aggregation of Flows and Nitrogen Loading." It is expressly agreed that acceptance of the Restriction/Easement by the Local Approving Authority or constructive approval of the Nitrogen Loading Facility Aggregation Plan by DEP shall not operate to bar,diminish, or in any way affect any legal or equitable right of the Local Approving Authority or DEP to issue any future order with respect to the Facility Land or Credit Land or in any way affect any other claim, action, suit, cause of action, or demand which the Local Approving Authority of DEP may have with respect thereto. Nor shall acceptance of the Restriction/Easement serve to impose any obligations, liabilities,or any other duties upon the Local Approving Authority. 12, Effective Date, This Restriction/Easement shall become effective upon its recordation and/or registration with the appropriate Registry of Deeds and/or Land Registration Office. WITNESS the execution hereof under seal this_day of , 19_ Grantor 11 A- COMMONWEALTH OF MASSACHUSETTS, >§§ >19 Then personally appeared the above-named and acknowledged the foregoing instrument to be free act and deed before me. Notary Public: My commission expires: The [insert Local Approving Authority] hereby approves and accepts this Grant of Title 5 Nitrogen Loading Restriction and Easement. Local Approving Authority Date: 12 A- Exhibit"A" The land and buildings thereon situated at Osterville, Barnstable County,Massachusetts, described as follows: Facility Land: Lot 56 as described on a plan of land entitled"PLAN OF LAND ON MAIN STREET BARNSTABLE(Osterville)MASS"Dated: January 8, 1988, Scale 1"= 40', Prepared by: Cape Surv, Prepared for: David L. Fraser, 1266 Main Street, Osterville, MA,duly recorded in Plan Book 555, Page 5 at Barnstable County Registry of Deeds. For title, see Deed recorded with the Barnstable County Registry of Deeds in Book 30659, Page 180. Property Address: 1254 Main Street, Osterville, MA Credit Land: Lot 55-1 as described on a plan of land entitled "PLAN OF LAND ON MAIN STREET BARNSTABLE (Osterville)MASS" Dated: Januaiy 8, 1988, Scale 1" =40',Prepared by Cape Surv,Prepared for: David L. Fraser, 1266 Main Street, Osterville,MA, duly recorded in Plan Book 555, Page 5, at the Barnstable County Registry of Deeds. For title, see Deed recorded with the Barnstable County Registry of Deeds in Book 30659, Page 180. Property Address: 1276 Main Street, Osterville, MA � n .y. DEED RESTRICTION Benjamin J. Losordo, WHEREAS; Trustee _ of S .B. Nominee Trust' of (owners Warne) under declaration of; trust • P.O. Box 1637, Sandwich MA0256.3 . Dated july 28, 2017, Certificate at Book30659 Page 178 is the owner of 1266 Main St . (Lot 55-2) _ IdCatec# at r (address). Osteville, . MA(here.bafter referred to as 1266 Main St. and being shown on a plan entitled " Plan of Land on Main Street in Barnstable(Osterville) MA,.Property of S.B. Nominee Trust et,al, duly`recorded .in Barnstable County Registry Of Deeds`ln Plan Book. 555 Page 5 as 'Lot ski-2 and referenced in Deed Book 30659 Page 180,Quitclaim Deed for current Owner. WHEREAS, S.B. Nominee Trust as the owner of said lot has (ownees name) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included• in any home built on said lot as a pre-cohdition to obtaining a disposal works construction. permit in compliance with 310 CMR 15.000 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-condit'ion�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, and authorizing the issuance of a building permit for the construction of atingle family home on this property,'Is requiring that the:agreement for thy restriction on the number of bedrooms In any house constructed on the lot be put,on record with the Barnstable. County Registry of Deeds by recording this document- dccdr. NOW, THEREFORE, S.D. Nominee Trust does hereby place the (owners name) following restriction on his above-referenced land in accordance with his run with the-land and be binding upon all.successors in title:. 1. , 1266 Main St . , Osterville,; MA may have. constructed i (address) upon the lot a house containing no more than Two (2 ) bedrooms. S.B. Nominee Trust _ agrees that this shall be permanent deed (ownees name) restriction affecting 1266 •located on Main St . , OstervilleMA; and . - being shown on the plan recorded in.Plan Book 555 ' , Paged .5 as Tot 55-2 Or on Land Court Plan For title of 1266 Main St . see tho following deed; Book 30659 Page 180 Or Land Court Certificate of Title Number Executed as a sealed Instrument day of Owner's. signature pwnees signature Owner's signature COMMONWEALTH OF IVIA55AGHUSETTS , ss 20— Then personally appeared the above-named known to me to. be the person who executed the foregoing instrument and acknowledged the same to be free act and deed, before me., Notary Public my commission expires: (date) . j l , GENERAL -POTENTIAL MENU SANDWICHES SALADS BEVERAGES Salad greens with house Coffee BREAKFAST dressing add ons: egg salad, Turkey, Cappuccino Ham,or Tuna Egg, Cheese, and Espresso sausage, bacon, or ham on bagel or english Latte muffin SOUP DU Quiche Lorraine Tea J®UR Yogurt Poland Spring Pellegrino LUNCH Homemade soup: chicken noodle, tomato, lentil, or Soda. split pea BLT Orange Juice Egg Salad Milk Grilled Cheese Salami & Cheese SIDES Ham & Cheese SWEETS Italian Potato Chips: plain, bbq, sour cream and Tuna onion Cookies Tuna Melt Brownies Turkey Cole slaw Raspberry or Lemon bars Mini Pies Before placing your order,please inform your server if a person in your party has a food allergy. i ABUTTOR NOTIFICATION LETTER Uatc: October 102017 Re: Variance Rectuesf As an abutter to proposed activity,please be advised that a variance I-ecjaest has been Filed with the Barnstable:Board.of Health. Additional cletails are below: Applicant: SB Nom.ince Trust;Benjanun J. .Losordo, Trs. Address: P.O. Box. 1637 Sandwich,Massachusetts 02563 Project Location: 1254 Main Street Osterville, rvlassachusetts 02655 Assessor's iVlap S Parcel: i\4ap 1 19.; Parccl 056 t Variance laequested: 31.0 CMR .1.5.20(3),Flow Design Critcria; To allow the proposed septic system to be sized for the actual seating(10 scats= 200 gpd) in l;ieLl of inini.mum design capacity of 1,000 gpd. Applicant's Agent: Baxter Nye Engineering & Surveying 78 North Street .Hyaiu> s, Nfassachusetts 02601 !1'ubl►c Iiearinl : Toxvii Coiicicil 1-learing.ROori� Town Hall, 2nd Floor 367 Pjtaiu Street Hyrumis,i�lasSaclruset-ts 02601 October 24` 2017 after 3:,00 nn Note:-Plans and application describing the proposed project are on rile with the .Board of Ilealtll #2017-050:05 abultornoti lication.doc no: 47,,E va lop / 10 1 � < a L.1 14,SO G6, �y v a ABU*FIORS MAP 1 r R + v Abutters to 1254, 1266 and 1276 Main Street, Osterville MAP PARCEL 'Owner Address f 119 . 8 Trans-Cape, Inc. c/o Silvia &Silvia PO Box 430 Osterville, Mass. 02655 119 39 C-O-MM Fire District 9 1875 Falmouth Load 2 Centerville, Mass. 02632 119 66 Michael A. Elio 10 Admirals Lane Osterville, Mass. 02655 Board of Health 0:\2017\2017-050\ADtvIIN\Permits\BoH\Abutters to 1254,1266&1276 Main St,Osterville 2017-050.docx ti McKenzie, Marybeth - J u; From: Stanton, David Sent: Thursday, December 21, 2017 8:09 AM To: Parziale,Jim; O'Connell, Timothy; Desmarais, Donald; McKenzie, Marybeth; Miorandi, Donna Cc: McKean, Thomas Subject: Main Street, Osterville properties (1254, 1266 and 1276) septic plan review Just a heads up for when any of the above properties come in for septic permits. They went before the Board of Health and were approved, however,The septic plans have not been fully reviewed or approved by any of the inspectors due to a short submittal notice and too many issues with the plans submitted prior to the Board of Health hearing. This is not a standard quick sign off saying approved by the Board of Health if they meet the conditions of the Board of Health letter as is done with most cases that have had the plans reviewed by at least one inspector and then other staff members briefly at the staff meeting prior to going to the Board. Thanks, Dave David W. Stanton, IRS Chief Health Inspector Town of Barnstable 200 Main Street Hyannis, MA 02601 ;$ Direct phone: (508) 862-4647 Health Dept. phone: (508) 862-4644 r Health Dept. fax (508) 790-6304 1 S� November 9,2017 Mr. Brain Florence 1254 and 1266 Main Street,Osterville, MA entrance of 1266 Main St.which is the location of SP#3. Amanda agreed with our position and no additional modifications to the drainage and stormwater structures is needed. Anna Brigham, Principal Planner: 1. We have provided clarification on the plan and in the Zoning Table on plan sheet C3.0. The counts shown in the table are correct. I believe the confusion was that two of the parking spaces noted are the driveway for the existing residential use at 1266 Main St. We added a circle count symbol of 2 on the driveway to help clarify this in addition to clarify notes in the Zoning Table. 2. A landscape plan will be provided by BLFR. The site plans with the above noted revisions are attached here for your review. We trust these plans are now approvable and that you can issue the Site Plan Review Approval letter. Please contact me if you have any questions or additional comments concerning this site plan. Thank you for your assistance. Very truly yours, Baxter Nye Engineering&Surveying Matthew Eddy, P.E. Managing Partner Cc: Mr.Tom McKean Mr. Martin MacNeely Ms.Amand Roggerio Ms.Anna Brigham Mr. Rick Fenuccio,BUR 0:\2017\2017-050\ADMIN\LETTERS\2017-050 Ll BFIorence SPR Comments.doc Page 2 BAXTER NYE ENGINEERING& SURVEYING 78 North Street,311 Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax: (508)771-7622 - f BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street 3 F1oor,:H A 02601 Tel: 508 771-75.02 Fax: 508 771-7622 rd .. Y .annis,M. .. �.. �. .. .. .. .. .: .. .. .. November 9,2017 Mr. Brian Florence, Building.Commissioner Barnstable Building Division - - - 200 Main Street Hyannis, MA:02601 :. RE: 1254;1266,and 1276 Main Street Redevelopment,0sterville;MA - - - SPR#061-17 Dear Brian: In response to the Site Plan Review comments from the Town staff meeting held October 17,2017,please accept the following information: - Tom McKean, Director: Health.Department: 1. We received Board of Health(BOH)approval at their hearing on October24,2017. 2. We also:revised the:dumpster.location so that it is on the Cafe lot#1254 Main:St.and meet's the Health Dept. 10 ft separation:from the property line.: 3. The Deed Restrictions and Nitrogen Loading Easement which was submitted to the BOH will be recorded for each lot as required prior to issuance of the Building Permit(BP). Evidence of this recording will be provided to:you at the:time of BP application.::: 4. : Brown Lindquist Fenuccioand Raber Architects(BLFR)will provide necessary information regarding the kitchen requirements at building permit. Maggie Flynn,Admin Assistant, Licensing Authority: 1: . .It is.understood a Common_Victualer License will need to be obtained from the Licensing Authority for the,cafe for inside andoutside areas. Martin MacNeely,COMM Fire Department: My office reviewed with Mr::MacNeely his comments.and they were addressed as follows: 1. The turning radii for fire truck have been increase to 25 feet on.site.plan where.requested. 2. We.discussed.the fire hydrant locations. We conveyed the-existing hydrant which is in front of.1276 Main.St. . would need to be relocated slightly.to the left(north),when this lot is developed in the future,to move it out of the proposed driveway. He was fine with this and noted no additional fire hydrants were needed. 3. A letter from project attorney Ben Lasordo is provided,attached hereto, indicating that the owner has rights to use the way in question for access. This letter was also provided to Mr. MacNeely directly via email. 4:. We discussed the:three proposed site access.points are needed for.traffic circulation and Mr. MacNeely was fine with keeping the three entrances. Amanda Ruggerio,Assistant Town Engineer: 1. A lighting plan will be provided by BLFR at the BP application. 2. We understand road opening permits will need to be obtained by contractor for curb cut modifications. 3. We discussed with Amanda the:proposed drainage. Understanding.there is a reduction in runoff from:existing conditions,Study Point#3 has:minor runoff.and there:is:no real.benefit of adding drainage:structures at the Land Surveys • Site Design • Subdivisions Septic Design • Wetland Filings • Planning �(� _ 8AIC.k ovP.rr,� a �S' 40. v; r.. 4U-Q- LV; z 7, C� / W Ps p (ski. of ,ifk. V Wt-rnoffn Lv ... October 10,2017 Town of Barnstable RE:1254,1266 and 1276 Main Street,Osterville,MA To whom it may concern: 1,Ben Losordo,as Trustee of S.B.Nominee Trust,do hereby authorize Baxter Nye Engineering and Surveying to represent as in matters concerning site design,,review permitting,and hearings for the above noted addresses. Thank you for your consideration. Very yours, Ben Losordo,Trustee SB Nominee Trust PO Box 1637 Sandwich MA 02563 508-888-6067 0:\201712017-050WDMTWERMITS-Applications and ApprovalsT011\2017-050 L2 authorization to represent.docx Land Surveys • Site Design + Subdivisions • Septic Design + Wetland Filings • Planning Silvia and. Silvia, LLC 1284A Main Street. P.O. Boa 430 Ostei•ville, MA 0265`5 October 16, 2017 Baxter-Nye Engineering & Surveyi'irg 78 Noilli Street Hyannis, MA 02601 TO: SB Nominee Trust; Benjamin J. Losordo, Trs. Agent RE: Variance Reddest 1254 Main Street Osterville; MA 02655 As an mutter to the pleJect located at 1254 Main Street, Qsteruille, Tuns-Gabe, lac. has no objections and is in. favor.of the proposed.activity, Thank yo Floyd J. Silvia Chief Financial Officer. TRANS-CAPE, INC.. 1.284A Main Street Osterville, MA 02655 /bmf cc: Town.Council Received OCT A 9 2017 y o-lerNye Engin9Gf'ng&.survoying 508 420-0226 Fax: 508-420-8109 www.silviaandsilvia.com cC 011,05-D M McKean, Thomas From: McKean, Thomas Sent: Thursday, October 19, 2017 9:11 AM To: Brian Dudley Ibrian.dudley@state.ma.us) Subject: Using Vacant Land for Nitrogen Credit Hi Brian, Matthew Eddy is proposing to use a vacant parcel (parcel A) of land to obtain 100 gallons of credit.in order to construct a cafe on a small parcel of land (Parcel C)of only 14,800 square feet (proposing 260 gallons per day where only 160 gallons are allowed). He is proposing deed restrictions on both parcels to restrict sewage flows on the arcels.� P P g P g P Both parcels are within a Zone II and are in close proximity to each other. My question is: Must the vacant parcel (parcel A) remain totally vacant in the future? Or will the applicant be allowed to build a small retail store on that parcel in the future with the lowered sewage flow (minus 100 gpd that was borrowed)? IW SI o 0- p� 1 r 1 Km �x . mN aZ oN N --- I65 � r O 0 z O € o mN "z I; Z 0 O p r c�os�i O O 70 , U r D Z i m Q S g T BROWN UNDQUISI EENUCCIO&IM11 EXISTING CONDITIONS ARCHIECTS.WC. � S.B.NOMINEE TRUST Z 1266 MAIN STREET .� OSTERVILLE,MA r' 4 row .... .... Town of Barnstable r a e epartmegt of Regulatoryervices S D . eaeu srear,c _ Public Health Division Date; 9cb e,p 20,0 Mein Street,Hyannis MA 02601 Date Schedule O / 4:2 Time��. Fee:Pd. /�� Soil Suitability Assessment for.S e.Disposal Performed By: S�t,,e / ,r 5 I� Witnessed By: LOCATION-&GENERAL.INFORMATION LoculonAddress..125r-1 WT41✓ Sd t (7 5`)e v,/,.I��+ Owner's Name I�,4, F� $�r Address.P,O:�arK.;56k-j ee-eticc�r!/c c�2la S Z Assessor's Map/Parcel:,::.I(, {,� ®a .: Engineer's Name 1�a,d er:—1411 ..... . NEWCONSTRUCTION _ REPAIR Telephone# Soe-I?'1—'750:2 lsumd Use ti�c ,•1, } 1 Slopes(%) d� Surface Stones' /)dr/a' :Distnnces from:::Open Water Body It; Possible Wet Area ft .Drinking Water Well. ft Drainage Way ff Property Line; ft. Other ft SKETCH:(Street name,dimensions oflor exact locations of test holes&perc tests,locate wetlands in proximity to holes) r1`d `w. C_iiC,eJ. She@'1'tv�.: ...... .... ...... ....-. ...._. / Parent material(geologic) q• G V i-i:x5 Deptli to Bedrock . .... ... .Depth to Groundwater: Standing!Water in Hole: _: .:Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGHMATER TABLE Method Used: ::Depth Observed standing In obs.hole( In Depth to soil mottles:' in. Depth-to weeping from side of obs..hole: in. . Groundwater Adjustinent R. Index:Well N Reading Date: Index Well level .Adj.factor Adj.Groundwater Level PERCOLATION TEST.: Date e 3 hTirpe /a:'lCfk* Observation . .. Hole N d�,:. 3. .: Time:at 9•' _:.: _.... _.. ... . Depth of Pere' y8+� _it 0 _ Time at 6" Strait Pre-soak Time a /O't/J /b i 56 Time(9"-6') . .. . . End Pre-soak 6 i 1.O im a;51�,b 54f41u' Rate Min./Inch Site Suitability Assessment:. Site Passed Site Failed: Additional Testing.Needed(Y/N) Original: Punic l tetilih Division: Observatiott Hole Data To Be Completed on Back ***If percolation testis to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/W P/PCRCFORM. t 4 1 DEEP OBSERVATION HOLE LOG :. Hole.# :a Depth fYom Soll Horizon; Soli Texture Soil Color Soil Other— Surface(in.) (USDA). .::. (Munsell)::" Mottling. (Structure,Stones,Boulders: ni e O DEEP OBSERVATION HOLE LOG Hole# 2: Depth from Soil Horizon: Soil Texture "" Soil Color Soil Other"' Surface(in.). (USDA) (Munsell) Mottling ,(Structure,Stones,Boulders. .Consistency,%Oravel)" U-l t7 n .. ..... .....- Laa»u /v S Y DEEP'OBSERVATTON HOLE LOG 'Hole#:Z _. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling .(Structure,Stones,Boulders. Q: flrroeYt ( .::. .... ... : ....... ....:— y msdr�hS4Nd io YR: G/;3 Al UAl 64 r DEEP'OBSERVATION HOLE LOG: . Hole.# . . Other Suepth rfacer(nm) Soil Horizon Soil Texture— `II Color) Moulin Soil " g (Structure,Stones,Boulders. Consistency, ravel)------------ /21^/32' C hiedt�., Sod o YR W'o Wa1tr Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes X ._.. ...... Within 500 year boundary :No_e Yes Within 100yearfloodboondary No Yes De6th of Naturally Occurring Pervious Material' Does at least:four feet of naturally occurring pervious material exist in all areas observed.throughout the area proposed for"the soil absorption system? ��s If not,what is.the:depth of naturally occurring pervious material? ...:., Certification i certify that on n %54 (date)l have passed tine soil evaluator examination approved by the i Department of Enwro, gala!Protection and that the above analysis was performed by me consistent with the required_ training,expertise and experience described in 3I0 CMR 15.017. i Signature Date?'27-4018' Q:HBALTHIW MERCFORM; Legend n ' • Spot Heights(NAVD88) , IT9Q55401 ,ir " �> , k� x Intermediate Contours(NA rn t , �6 V #'12 D88) Index Contours(NAVD88) Barriers yy _ 1 . .... Fences ... ;. r a ..Guardrails ,Retaining Watts .. ...stone Walls e - I cat 6 }.�� :.. Other Walls #12- #124fr Hedges ra ; k Paths 4.4.:. # %.. . ..... Sidewalks./Walkways Paved Unpaved Swimming Pools . . ..x3r ' b:Above Ground Swimmin Pools y . 9 ys . .. ... ❑ In Ground Swimming Pools Exterior Structures } k l� pecks ".. 4*: Patios ell^ 5 , ,, Exterior Stairways.. ..; _c. 1.1,9©56 . .. 0 oocksPiers, .., #12.94 ~+ 0 Boardwalks V Tanks ® Fuel Tanks .. Watertanks a r Jetties/Revetments t' Stone JetUesRevetments Concrete Jellies Revetme �h n Ci. nts ®Wood Jetties Revetments i $,� Recreation Facilities w i Sports Areas. � - ° Golf Areas ..: t` 9 Wooded Areas i t 4 Parcels '11900 4 Town Boundary . 119002 1311 µl Railroad Trapks f . .. dings Bull Painted Lines Parking Lots Paved # q, Ci . •1 i Unpaved v . days Pav r • DrUnoaved.. r 06 .. .3 Map printed on: 8/7/2017. : . :This map is for illustration purposes only.it is not: .: Parcel lines shoavn:on this map are only gr;apluc:.- Town of Bar,Ilstable GIs Unit ' aidequate.for legal boundary determination or representations of Assessor's tax parcels.'1'hey'ai•e .Feet regulatory interpretation.This map does not represent not true property boundaries imd do not represent 367 Main Street,Hyannis;MAo26o1 p 42 83 .::.. an on-the-ground survey.It may be generalized,may not. .accurate relationships to physical:objects on the map. 508-862-4624 reflect current conditions,and may contain such as building tocations: f Appr6k.Scale: 1 inch= 42 feet cartographic errors or omissions, gis@town.barnstable.ma.us 1 L� r No. THE COMMONWEALTWOF MASSACHUSETTS Entered in computer: Ves PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2p0tation for -Misposal *pstrm Construction prrm t Application for a Permit to Construct 00 Repair( ) Upgrade( ) Abandon( ) 'Complete System ❑Individual Components Location Address or Lot No. 1 Z5Y Ma+-101 Sf, Os kv-vi{I C. Owner's Name,Address,and Tel.No. - S'a')13. lac!e�y a aa ee, "1•'�- Assessor's Map/Parcel )A k t t-i ' p&,,-cc-I 0 5& p 6, ,E cL C-s 0 ZSEsZ Installer's Name,Address,and Tel.No. �y' -?I I.— Designer's Name,Address,and Tel.No. ibis=7 7,`Wo 2 k- 62-e-oi Type of Building: Dwelling No.of Bedrooms .Q!ac Lot Size 1 t/, sq.ft. Garbage Grinder(M) Other Type of Building /fie / ` Ga e Nosy rspp$ Showers(Alb) Cafeteria(db) 01 Other Fixtures 'a V - Design Flow(min.requi e > j ,60 gpd Design flow provided 263 gpd Plan Date 16-A 0- 201 7 Number of sheets \ AAEC Revision Date -( i$ - Z.0 161 Title Se. shcy.+ st � 4A tt41 P(c.w (C5- 20� ' �Jer��ie 5'y5I�c-wa�� l�ry Y�L, �c t)c.•-7. S(_eS�/J Size of Septic Tank tA,JJoh s' Type of S.A.S. L.tGr�iFl�i Gdi�-.mac/zers Z��rC S �x Z'J�fi Description of Soil rc-�6,- •�u 11 1 1 G 4 mro p A e -s f'� Q� P - 15�zl a Nature of Repairs or Alterations(Answer when applicable) Date last inspected: —7 i9) (� Agreement: �� The undersigned agrees to ensure the construction and maintena f the afore described o -si a sewage disposa/l system in �T./ accordance with the provisions of Title 5 of the Environmental e an of to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. / Signed Date (o/ Application Approved by Date Application Disapproved by d\ Date for the following reasons �Qj> ,n Permit No. �0�� Date Issued V � ! R�1 t b� .•F" d / s�� ► THE COMMONI ; TUB hMA S ACHUSE TS k Entered in computer: PUBLIC HEALTH DIVISION TOV1F � A. R 'STABLE, MASSACHUSETTS.. 2pplication for -MisposaY'. m o trUCtlon 3permit - Application for a Permit to Construct W Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components 4 Location Address or Lot No. I Z3'f mr,IN 51, Os lcrui.l 16 Owner's Name„Address,and Tel.No. sy.' Assessor sMap/Parcel �a, l 1�j F7��`( 0 S& p G,�3 l� kngs D Z5,6Z _ Installer's Name,Address,and Tel.No. "W7 -7 71 - Designer's Name;Address,and Tel.No. SOTS 7 71-7SC Z 1 i,`'r ,, .54-- & 6 !0 61 k„ Type of Building: Dwelling No.of Bedrooms .$e Lot Size /4/, �/0 6 sq.ft. `*•Garbage Grinder*cp Other Type of Building G a c No.of Perso _ Showers(�D) Cafeteria((♦ p) • ,' - Other Fixtures a QO 54_K4 1 158 I Design Flow(min.requii'eq (o�y gpd Design flow provided 243 gpd 9 Plan 'Date /6-/O 2-01 7 Number�of sheets , Revision Date Z- $ - Z.01 Cr ; /^r Title '$e ►,r Svslc.N. 9 U}i(t4n h�1I (GS,O ' S C p W 1 5 4k-. DIAI110 p1r. Size of Septic Tank-/50'S �c-r,//ohs %Type of S.A.S. . Description of Soil rc f r, 5�o�1o�i l l o cr are 0(.&�Ls (C 5L a }� ` S,4/Z 8 - Nature of Repairs or Alterations(Answer when applicable) Datelast inspected: !a r ( � , Agreement: -f /L+�ti�/" �S/ 1►i� Li `1 "'"' The undersigned agrees to ensure the construction and maintenance-of the afore described o�-site sewage disposal system in accordance / with the provisions of Title 5 of the Environmental ode and ifot to lace the min C e s ste operation until a Certificate of P P Y , P V1\.6M' Compliance has been issued by this Board of Health. Signed , , /� Date Application Approved by Date Application Disapproved by / Date I(( It 9!5-- for the following reasons () P,65 a �<-{,,, f-h ids D ;� �014 � Permit No. a Q l�r D�'� Date Issued ' -------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that t e On-site Sewage Disposal system Constructed(,4 Repaired( ) Upgraded( ) Abandoned( )by ^C)/t� 0 C.u��1 �(�1`1k3�/�11�ii U d.i at ��j �c 7�. ( / �dLi l�� has been constructed in accordance with the pro .istons of Title.5 and the for Disposal System Construction Permit N�tits,`Qq dated 9 Installer r � tIVI Designer I V qg vt• .. #bedrooms '` Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date "'�30 /`/ Inspector __14. a v _ A 1K — ��" Fee / a _'_"" `THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS err MisposAY *pstem Construction Permit _-i Permissio is herebyranted to Construct� .Repair Upgrade Abandon j ©' System located at , /� ly t � l� h,4 �i i0<��!/,��,/' 1 _ 1 and as described in the above Application for Disposal System Construction Permit. The applicant recognized=zis/her duty to comply with Title 5 aid the following local provisions or special conditions. Provided%Conj must be.completed within three years of the date of this permit. Date Approved by Towli�of Barnstable 1HE Tp� P tia Regulatory Services Richard V. Scali, Interim Director BARNSTABLE, MAW. Public Health Division lFo►r+A+A Thomas McKean, Director 200 Main Street,Hyannis,NMA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 8-30-18 Sewage Permit# 2018-095 Assessor's Map\Parcel 119/056 Designer: Baxter Nye Engineering Installer: Bortolotti Construction Address: 78 North Street Address: 45 Industry Road Hyannis, MA 02601 t4arstons Mills, tIA 02648 On 8-30-2018 Bortolotti Construction was issued a pens-iit to install a (date) (installer) septic system at 1254 Main Street, Osterville, MA based on a design drawn by (address) Baxter Nye Engineering dated Revised 07-07-2018 (designer) X 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. 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. I certify that the system referenced above was constructed.,i�c. U pliance with the teens of the I val letters (if applicable) '% A i�ZN OF,MASS MATf'HEW , W. r" o EDDY (Installer's Signature) " CIVIL. f No,43183 sYE��`�� ecr's attire) (Affix Designer-: "f"ainp Here) PLE SE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COrI'fPLIANCE «VILL 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 Four Rev 8-14-13.doc - _ 1 Town of Barnstable �' Regulatory Services ,674'� Building Division 200 Main Street,Hyannis,MA 02601 508-862-4679 fax 508-862-4725 Initial Site Plan Review Issues & Concerns Applicant: Main Street Osterville Redevelopment SPR#: 061-17 Property Address: 1254, 1266& 1276 Main Street,Osterville Map/Parcel: Map 119,Parcel 056,055,055-00 1 respectively Zoning: BA,WP Overlay Proposal: Removal of existing,abandoned auto service garage building located at 1254 Main Street and construction of a 3,661 gross s.f.single story commercial building for use as a small scale take- out caf8 with an outdoor patio,retail space and related storage in basement. New two-way curb cuts and access drives off Main Street are proposed to serve both the cafd building and the existing two-bedroom single family dwelling located at 1266 Main St. Construction of a series of 3 interconnected parking areas with a total of 28 spaces located at the rear of the three contiguous lots. A future 2,200 s.f. single story retail building will be proposed for the 1276 Main Street site. New sewage disposal system is proposed. The above proposal was reviewed in a site plan review staff meeting held October 17, 2017 in preparation for the formal site plan review meeting scheduled October 19, 2017. The following comments are offered: Brian Florence, Commissioner/SPR Chairman 508-862-4038 • An informal meeting with applicant will need to be scheduled. Tom McKean—Director, Health Department 508-862-4644 • BOH approval will be required for septic design with recorded deed restrictions as proposed. • Prior to the building permit stage, a kitchen plan depicting all equipment(NSF approved and UL listed), sinks, etc. and cut sheets will need to be provided and approved. • A finish schedule identifying the materials used for surfaces will need to also be provided and approved. Maggie Flynn, Administrative Assistant, Licensing Authority 508-862-4774 • A Common Victualler License will be required from the Licensing Authority for the cafe proposal for both inside and outside areas. Martin MacNeeley—COMM FD 508-790-2375 • Sheet C3.1 - required turn radius is not met in two areas. • Consultation with COMM FD and Water Dept. is required for hydrant location. • Question was raised if rights to use the COMM FD road presently exist? • Consideration should be given for providing only 2 access/egresses instead of 3. DPW—Amanda Ruggerio, Assistant Town Engineer 508-790-6400 • A lighting plan is requested. • A road opening permit must be obtained from DPW for modifications of curb cuts. Reduction in size of curb cut to be restored. • Based on storm water calculations, it appears that at all rain events, discharge from SP2 and SP3 is expected. Understanding there is a reduction from pre and post development, is there any other means appropriate that could at a minimum address the SP3 discharge through a 25 year storm? 1 Planning& Development—Anna Brigham, Principal Planner 508-862-4682 • There is a discrepancy in the number of parking spaces between the plan and the application. • A landscape plan will be required for Phase II approval. FORMAL SITE PLAN REVIEW POSTPONED TO NOVEMBER 2,2017 2 Town of Barnstable THE rqy, Building Depaxtmelit Services . Brian Florenceg CBO Building Commissioner BARNS LE BARNSTABM fl4RNSTA9tE fT'FAP.E•CII'iliT•NYAtiti1S' MAM N0.25?CNSN S 45•F0.'I:.0•.Y[5'9UC4SfABLE 1639 �� Main Street, Hyannis, MA 02601 16)9 3010 www.town.barnstable.ma.us I Office: 508-862-4038 Fax: 508-790-6230 December 27, 2017 Mr. Richard Fenuccio Brown Lindquist Fenuccio & Raber Architects, Inc. 93 Court Street, Unit 22 Plymouth, MA 02360 RE: Site Plan Review#061-17 —Main Street Osterville Redevelopment 1254, 1266 & 1276 Main Street, Osterville Map 119, Parcels 056, 055 and 055-001 Proposal: Removal of existing, abandoned auto service garage building located at 1254 Main Street and construction of a 3,661 gross s.f. single story commercial building for use as a small scale take-out cafe with an outdoor patio, retail space and related storage in basement. New two-way curb cuts and access drives off Main Street are proposed to serve both the caf6 building and the existing two-bedroom single family dwelling located at 1266 Main Street. Construction of a series of 3 interconnected parking areas with a total of 28 spaces located at the rear or the three contiguous lots. A future 2,200 s.f. single story retail building will be proposed for the 1276 Main Street site. New sewage disposal system is proposed. Dear Mr. Fenuccio: Please be advised that revised plans were approved by the Site Plan Review Committee subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plans entitled"Proposed Commercial Development 1254, 1266 & 1276 Main Street, Osterville, Massachusetts" consisting of 10 Sheets dated October 10, 2017 with final revision November 9, 2017; and, "Stormwater Management Calculations for Proposed Commercial Development -1254 and 1266 Main Street, Osterville, MA" dated October 10, 2017 both prepared by Baxter Nye Engineering & Surveying, Hyannis for SB Nominee Trust, Sandwich, MA. Also, elevation, lighting and floor plans entitled"Proposed Commercial Development— 1254, 1266 & 1276 Main Street, Osterville, MA"consisting of 6 sheets' dated October 10, 2017 prepared for S.B.Nominee Trust by Brown Lindquist Fenuccio & Raber Architects, Inc., Plymouth MA. • Conditions of Board of Health approval for Variances granted on October 24, 2017, including but not limited to the following: y. o Confirmation with Mass DEP that use of partial amounts of a parcel can be used for "credit land" in a nitrogen aggregate plan and the remainder of the land can be available to be used for other purposes. o The restaurant is restricted to 10 seats; and o The food is restricted to similar items of the submitted menu; and o Use of disposal paper goods and paper ware required. • Evidence of recorded deed restrictions.and a nitrogen loading easement are required to be provided to the Health Department at the building permit application stage. Contact: Health Dept. 508-862-4644. • Prior to the building permit stage, a kitchen plan depicting all equipment (NSF approved and UL listed), sinks, etc. and cut sheets will need to be provided and approved by the Health Department. • A finish schedule identifying the materials used for surfaces will need to also be provided and approved by the Health Department. • A Food Permit must be obtained from the Health Department for the restaurant use. • A Common Victualler License will be required from the Licensing Authority for the caf6 proposal for both inside and outside areas. Contact Maggie Flynn, Licensing Authority Administrative Assistant 508-862-4774. • Existing hydrant located in front of 1276 Main Street will need to be relocated slightly to the north when this lot is developed in the future. Contact: COMM Fire Inspector Martin MacNeeley 508-790-2375. • The approved plan depicts three access points to the site, one of which utilizes an improved Way to the south. As a condition of approval, a final agreement must be reached that the applicant has rights to access the site over this Way. • A lighting plan must be submitted and approved by DPW at the building permit stage. Contact: Amanda Ruggerio, Assistant Town Engineer 508-790-6400. • A road opening permit must be obtained from DPW for modifications of curb cuts. • A landscape plan is required to be provided and approved by Planning and Development for approval of Phase 11 development. Contact: Anna Brigham, Principal Planner, Planning and Development 508-862-4682. Upon completion of all work, a registered engineer or land surveyor shall submit a certified"as built" site plan and a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. S r a � A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan Review in C or to r o d a CC: Brian Florence, Building Commissioner, SPR Chairman Anna Brigham, Principal Planner, Planning &Development Amanda Ruggiero, Assistant Town Engineer- DPW Martin MacNeeley—Fire Inspector—COMM FD Health Department Licensing Authority Matt Eddy—Baxter Nye Engineering & Surveying, Hyannis o4 r THE [ �oF Tpk �u SUL P `y Town of Barnstable BA%VSfABLE. "ASS- a i639. Board of Health 4�p `gym Oj f0�,�a, 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. December 21, 2017 Amended/corrected parcel numbers Mr. Matthew Eddy, P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE: 1276, 1266, and 1254 Main Street; Osterville, Parcels 055-001, 055, and 056 on Assessor's Map 119 Dear Mr. Eddy, You are granted permission to utilize nitrogen aggregation in order to construct onsite sewage disposal systems at 1254, 1266, and 1276 Main Street Osterville, Massachusetts, on behalf of your client Benjamin J. Losordo Trustee, (hereinafter the "Owner") with the following conditions: 1276 Main Street Osterville (1) The nitrogen aggregation credit land, identified as a 9,241 square feet area at the easterly section at Parcel 55-001 on Assessor's Map 119, known as 1276 Main Street Osterville, shall be restricted in use in strict accordance with S10 CMR 15.216 of the State Environmental Code, Title V. This identified nitrogen aggregation credit land area must remain pervious. Any impervious structure(s) shall not*be allowed. This credit land shall not have any manmade sources 'of nitrogen, shall not receive any fertilization, and shall not be used for keeping, raising, or breeding animals. (2) The Owner shall execute and record at the Barnstable County Registry of Deeds a deed restriction, approved by the Town Attorney, restricting the nitrogen aggregation credit land area so that there will be no impervious pavement nor any impervious structures constructed; so that there will be no manmade sources of nitrogen, including fertilization; and so that there will be no keeping, raising, nor breeding of any animals. The nitrogen aggregation credit land is identified as a 9,241 square feet land area, at Parcel 55-001 on Assessor's Map 119, known as 1276 Main Street, Osterville Massachusetts. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:WP/Eddy Nitrogen Aggregation Three Lots Losordo Main Street Osterville 2017.docx r (3) No more than 110 gallons of wastewater discharge per day are authorized to be discharged at 1276 Main Street, Osterville Massachusetts, identified as Parcel 55-001 on Assessor's Map 119. (4) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 1276 Main Street Osterville, identified as Parcel 55-001 on Assessor's Map 119, to a maximum daily wastewater discharge of 110 gallons per day. 1266 Main Street Osterville (5) No more than 220 gallons of wastewater discharge per day are authorized to be discharged at 1266 Main Street Osterville, identified as Parcel 55 on Assessor's Map 119. (6) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 1266 Main Street Osterville, identified as parcel 55 on Assessor's map 119, to a maximum daily wastewater discharge of 220 gallons per day. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. 1254 Main Street Osterville (7) No more than 260 gallons of wastewater discharge per day are authorized to be discharged at 1254 Main Street Osterville, identified as Parcel 56 on Assessor's Map 119. (8) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 1254 Main Street Osterville, identified as Parcel 56 on Assessor's Map 119, to a maximum daily wastewater discharge of 260 gallons per day. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (9) The septic systems shall be installed in substantial conformance with engineered plans which are designed in conformance with the State Environmental Code, Title V and local Health regulations. (10) The designing engineer shall supervise the construction of the onsite sewage disposal systems and shall certify in writing to the Board of Health that the systems were installed in substantial compliance with engineered plans which are designed in conformance with the State Environmental Code, Title V. and local Health regulations. This permission is granted, without the necessity of granting variance relief, based upon the agreement that restrictions will be recorded limiting the maximum wastewater discharge quantities on each lot. There will be no increase in flow overall Q:WP/Eddy Nitrogen Aggregation Three Lots Losordo Main Street Osterville 2017.docx i compared to the existing allowable daily wastewater discharges for these three lots combined. Also restricted nitrogen aggregation credit land, identified as a 9,241 square feet area within Parcel 55-001 on Assessor's Map 119 (1276 Main Street), will remain pervious and will be restricted from any use which would contribute manmade sources of nitrogen to the groundwater in this area. Sincerely yours, .V Paul J. Canrliff, D.M.D. Chairman Q:WP/Eddy Nitrogen Aggregation Three Lots Losordo Main Street Osterville 2017.docx o� Blk. 31105 Ps13 ., 9162 Upon recording,mail to: Bureau of Resource Protection,Wastewater Management Department of Environmental Protection [applicable Regional Office address) GRANT OF TITLE 5 NITROGEN LOADING RESTRICTION AND EASEMENT (Grantor•owns and restricts both the facility land and the credit land) 310 CMR 15,216 This GRANT OF T1TLE.5 Nitrogen Loading Restriction AND EASEMENT made as of this__day Of 2017 by * ,of Sandwich , Barnstable County,Massachusetts("Grantor"). *Benjamin J. Losordo, Trustee of SB Nominee Trust udt d. 7/28/1.7 w1TNESSETH cert at Book 30659 Page 178 WHEREAS. Grantor,beina the owner(s) in fee simple of that(those)certain parcel(s)of land identified as Lot 56,Osterville,Barnstable County,MA with the buildings and improvements thereon,pursuant to a deed from.Joan.Loring to Grantor,dated 7/29/20A and recorded with Barnstable County Registry of Deeds in Book 20 559.,Page.:180 [source of title other than by deed)and/or pursuant to Certificate of Title No. issued by the Land Registration Office of the County Registry District, said parcel(s)of land being more particularlv,bounded and described in Exhibit A,attached hereto and_made a part hereof,and being shown on a plan entitled, Plan of Land dated 1/8/1998, prepared by CapeSury recorded with .Barnstable County Registry of Deeds as Plan No,_ in Plan Book 555 and/or registered as Land Court Plan No. on file with the Land Registration Office of County Registry District("Facility Land");and WHEREAS,Grantor being the owner(s) in fee simple of that [those) certain pareel(s)of. land identified as Lot ss-1,0sterville, Barnstable County, MA;,with the buildings and improvements there on,pursuant to a deed from Joan Loring to Grantor,date 7/28/2-617, and recorded with Barnstable County Registry of deeds in Book 3065S Page 180[source of title other than by deed)and/or pursuant to Certificate of Tile No.—issued by the Land Registration Office of the County Registry District, said parcel(s) of land being more particularly hounded and described in Exhibit A,attached hereto and made,a an rt hereof, and being shown on a plan entitled, Plan of Land dated_ 1/8/�prepared by CapeSurY recorded with Barnstable County Registry of Deeds as Plan No.5,in Plan Book 555 and/or registered as Land Court Plan No. on file with the Land Registration Office of County Registry District("Credit r,andll);and WHEREAS, Grantor desires to restrict the number of bedrooms as defned pursuant to 310 CMR 15.002 and/or the wastewater discharge design flow in any improvements located on the Facility Land through the use of this Nitrogen Loading Restriction and Easement;and WHEREAS,the Facility Land has the benefit,granted hereby, of the Restriction and Easement on the Credit Land consisting ofapproximately, 9,241 sf as herein provided;and WHEREAS, the Nitrogen Loading Facility Aggregation Plan has been approved by the Barnstable Board of Health [insert appropriate town/city) [and, if required, the. Massachusetts Department of Environmental Protection ("MassDEP" or "Department")] in accordance with the Department's "Guidelines for Title 5 Aggregation of Plans and Nitrogen Loading;" said approval being based upon the agreement by Grantor to incur certain obligations regarding the number of bedrooms, as defined in 310 CMR 15.002, and/or the wastewater discharge design flour in any improvements located on the Facility Land and maintenance of the Restriction and Easement to ensure protection of the nitrogen loading limitation of 440 gpd/acre discharge standard pursuant to 310 CMR 15.214 in nitrogen-sensitive areas or in areas serving new construction where the residential use of both on-site systems and drinking water supply wells are proposed; and to grant to the municipality acting by and through the Barnstable Board of Health [insert appropriate town/city) a perpetual easement to ensure maintenance of the Facility Land and the Credit Land including,but not limited to, removal of any prohibited uses and in connection herewith a perpetual easement to pass and repass over the Facility Land and the Credit Land for purposes of inspection of the Facility Land and Credit Land to ensure compliance with and fulfillment of the terms of this Restriction/Easement as hereafter set forth; A i -. 5 Bk 31105 Pg14 #9162 ; NOW,THEREFORE,pursuant to the provisions of 310 CMR 15.216, Grantor does hereby GRANT to the Town/City of Barnstable,:a Massachusetts municipal corporation situated in Barnstable County, having an address at 367 Main St, Barnstable; MA, acting by and through its Board of Heat ca Approving Authority") for nominal, non-monetary consideration, .with QUITCLAIM COVENANTS, a TITLE 5 NITROGEN LOADING RESTRICTION AND EASEMENT'("Restriction/Easenient") in, on,upon,through, over and under the Facility Land and the Credit Land,the terms and conditions of which are as follows: PURPOSE: The purpose of this restriction is to protect and preserve the quality and.quantity of ground water resources in.the area of the public and private wells in the Town/City_of Barnstable,Massachusetts in order to ensure a safe and healthy public and private water supply for the present and future inhabitants of'the area. It shall also be for the specific,. purpose of limiting the introduction of nitrogen and other pollutants into,and maintaining the natural uptake of pollutants and the recharge of the groundwater which takes place on the Facility Land and the Credit Land for the.said water supply. OBLIGATIONS AND EASEMENT: 1. Prohibitions. Grantor agrees to restrict the number of bedrooms, as defined pursuant to 310 CMR 15.002, in, any improvements on the Facility Land to 260 GPD (insert number of bedrooms,or in cases where the design flow for the facility is not determined by the number of bedrooms, insert the applicable wastewater discharge design flow limitation in 310 CMR 15.214). Grantor ffirther agrees.to maintain the Credit Land as nitrogen credit land by prohibiting activities which have a detrimental effect on nitrogen loading on the Credit Land, including but not limited .to wastewater discharges, the use of nitrogen fertilizer, the introduction of artificial impervious surfaces, the raising, breeding or . keeping of animals, livestock or poultry for commercial purposes, and the creation or introduction of land under water, A change in the condition of the Credit Land which results in the Credit Land or a portion thereof being within a Velocity Zone or Regulatory Floodway will render the Credit Land or said portion thereof ineligible for nitrogen credit pursuant to 310 CMR 15.216. 2. Easements. In creating this Restriction and Easement, Grantor hereby grants to the Local Approving Authority its agents,contractors,subcontractors and employees a perpetual EASEMENT to enter upon and the right to bring equipment onto the Facility Land and Credit Land to do any and all acts deemed necessary to maintain the Facility Land and Credit Land in a manner which ensures protection of the nitrogen loading limitation of 440 gpd/acre discharge standard pursuant to 310 CMR 15.214 together with a right to pass and repass by foot and by.vehicle over the Facility Land and Credit Land for said purposes, and for purposes of inspecting the Facility Land and Credit Land to ensure compliance with and fulfinlnient of the terns of this Restriction/Easement. 3.SeverabilitY.If any court or other tribunal determines that any provision of this instrument is invalid or unenforceable, such provision shall be deemed to have been modified automatically to conform to the requirements for validity and enforceability as determined by such court or tribunal. In the event the provision invalidated is of such a nature that it cannot be so modified, the provision shall be deerned deleted from this instrument as though it had never been included herein. In either case,the remaining provisions of this instrument shall remain in full force and effect, 4. Enforcement. Grantor expressly acknowledges that a violation of the terms of this instrument could result in the following: (i) upon determination by a court of competent jurisiiction,in the issuance of criminal and civil penalties,and/or equitable remedies, including, but not limited to, injunctive relief, such injunctive relief could include the issuance of an order to modify or remove any improvements constructed upon the Facility Land or Credit Land in violation of the terms of this Restriction/Easement;and (ii)in the assessment of penalties and enforcement action by the Local Approving Authority and DEP to enforce the terms of this Restriction/Easement,pursuant to Title 5;M.G.L.c.1I1,§§ 17,31, 122, 124, 125, 125A, 127A through 1270,and 129;and M.G.L.c.83,§11. 5.Provisions to Run with the Land. This Restriction/Easement sets forth the rights,liabilities,agreements and obligations upon and subject to which the Facility Land and Credit Land or any portion thereof,shall be left unimproved or according to which said Facility Land and Credit Land may be improved, held, used, occupied, leased, sold, hypothecated, encumbered, of conveyed. The rights, liabilities, agreements and obligations herein set forth shall run with the Facility 10 A- Bk 31105 Pg15 #9162 Land and Credit Land,as applicable thereto,and any portion thereof and shall inure to the benefit of and be binding upon Grantor and all parties claiming by,through or under the Local Approving Authority or Grantor. The rights hereby granted to the Local Approving Authority and its successors and assigns constitute their perpetual right to enforce this Restriction/Easement.Grantor hereby covenants for himself/herself/itself and his/her/its executors,administrators,heirs, successors and assigns,to stand seized and hold title to the Facility Land and Credit Land,as applicable thereto,and any portion thereof,subject to this Restriction/Easement,provided,however,that a violation of this Restriction/Easement shall not result in a forfeiture or reversion of Grantor's title to the Facility Land or Credit Land,as applicable thereto. 6. Concurrence Presumed Tt being agreed that Grantor and all parties claiming by,through or under Grantor shall be deemed to be in accord with the provisions herein set forth and to agree for and among themselves and any party claiming by, through or under them, and their respective agents, contractors, sub-contractors and employees, that the Restriction/Easement herein established shall be adhered to and not violated and that their respective interests in the Facility Land and the Credit Land and the Restriction/Easement,as applicable thereto,shall be subject to the provisions herein set forth. 7. Incorporation into Deeds Mort¢aaes leases and Instruments of Transfer. Grantor hereby agrees to incorporate this Restriction/Easement,in full or by reference,into all deeds,easements,mortgages,leases,licenses,occupancy agreements or any other instrument of transfer by which an interest in and/or a right to use the Facility Land or Credit Land,or any portion thereof,is conveyed. i 8. Recordation. Grantor shall record and/or register this Restriction/Easement with the appropriate Registry of Deeds and/or Land Registration Office within 30 days of the latter of receipt from the Local Approving Authority of the approved Restriction/Easement or Fie expiration of die 60-day DEP constructive approval period pursuant to 310 CMR 15.216. Grantor shall file with lire Local Approving Authority and the DEP a certified Registry copy of this Restriction/Eascment as recorded and/or registered within 30 days of its date of recordation and/or registration. 9.Amendment and Release,This Reslriction/Eascment may be amended or released only upon approval by the Local Approving Authority. Release of this Restriction/Lasement shall be granted by the Local Approving Authority in the event the Facility Land is connected to a municipal sewer system and the septic system serving the Facility Land is abandoned in accordance with 310 CMR 15,354 or the Facility Land is no longer located within a nitrogen sensitive area pursuant to 310 CMR 15.215. Any such amendment or release shall be recorded and/or registered with the appropriate Registry of Deeds and/or Land Registration Office and a certified Registry copy of said amendment or release shall be filed with the Local Approving Authority and tie DEP within 30 days of its date of recordation and/or registration. 10.T, erm.'fhis Restriction/Easement shall run in perpetuity and is intended to conform to M.G.L.a184,§26,as amended. 11. i i hts Resgived. This Restriction/Easement is granted to the Loral Approving Authority in connection with the approval of a Nitrogen Loading Facility Aggregation Plan pursuant to 310 CMR 15.216 and the Department's"Guidelines for Tide 5 Aggregation of Flows and Nitrogen Loading." Tt is expressly agreed that acceptance of the Restriction/Easement by the Local Approving Authority or constructive approval of the Nitrogen Loading Facility Aggregation Plan by DEP shall not operate to bar,diminish,or in any way affect any legal or equitable right of the Local Approving Authority or DEP to issue any fixture order with respect to the Facility Land or Credit Land or in any way affect any other claim, action,suit,cause of action,or demand which the Local Approving Authority of DEP may have with respect thereto. Nor shall acceptance of.the Restriction/Easement serve to impose any obligations,liabilities,or any other duties upon the Local Approving Authority. 12. Effective Date, This Restriction/Easement shall become effective upon its recordation and/or registration with the appropriate Registry of Deeds and/or Land Registration Office. Dip - WITNESS the execution hereof under seal this�r7 day of 29 �vc Grantor.I�V 11 A- Bk 31105 Pg16 #9162 COMMONWEALTH OF MASSACHUSETTS Then personally appeared the above-named A, and acknowledged the foregoing instrument to be free act and deed before me. cw,,�, 7:�:. MEW" Notary Public: NOTAffPUBUC My commission expires: O®, COMMONWEAUH OF NIAS$ OMEM f4f1`COMMISSION E RRES 20512018 The [insert Local Approving Authority]hereby approves and accepts this Grant of Title 5 Nitrogen Loading Restriction and Easement. Local Approving Authority Date: l 1 1 I f 12 A- t Bk 31105 Pg17 #9162 Exhibit"A" The land and buildings thereon situated at Osterville,Barnstable County,Massachusetts, described as follows: Facility Land: Lot 56 as described on a plan of land entitled"PLAN OF LAND ON MAIN STREET BARNSTABLE(Osterville)MASS"Dated:January 8, 1988,Scale 1"=40',Prepared by: Cape Surv,Prepared for:David L.Fraser, 1266 Main Street,Osterville,MA,duly recorded in Plan Book 555,Page 5 at Barnstable County Registry of Deeds. For title,see Deed recorded with the Barnstable County Registry of Deeds in Book 30659,Page 180. Property Address: 1254 Main Street,Osterville,MA Credit Land: Lot 55-1 as described on a plan of land entitled"PLAN OF LAND ON MAIN STREET BARNSTABLE(Osterville)MASS"Dated: January 8, 1988,Scale 1"=40',Prepared by Cape Surv,Prepared for:-David L. Fraser, 1266 Main Street, Osterville,MA,duly recorded in Plan Book 555,Page 5,at the Barnstable County Registry of Deeds. For title,see Deed recorded with the Barnstable County Registry of Deeds in Book 30659,Page 180. Property Address: 1276 Main Street,Osterville,MA �A�i;�STA9l�E REGISSRY G s e�ADS Jahn , Meade,Reg i ��°PYRE►°�� snfwsTaet.e, Town of Barnstable • • 9� MASS.: ,�� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. April 6, 2018 Amended—Wastewater Restriction corrected at#1276 Mr. Matthew Eddy, P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE: 1276, 1266, and 1254 Main Street, Osterville, Parcels 055-001, 055, and 056 on Assessor's Map 119 Dear Mr. Eddy, You are granted permission to utilize nitrogen aggregation in order to construct onsite sewage disposal systems at 1254, 1266, and 1276 Main Street Osterville, Massachusetts, on behalf of your client Benjamin J. Losordo Trustee, (hereinafter the "Owner") with the following conditions: 1276 Main Street Osterville (1) The nitrogen aggregation credit land, identified as a 9,241 square feet area at the easterly section at Parcel 55-001 on Assessor's Map 119, known as 1276 Main Street Osterville, shall be restricted in use in strict accordance with 310 CMR 15.216 of the State Environmental Code, Title V. This identified nitrogen aggregation credit land area must remain pervious. Any impervious structure(s) shall not be allowed. This credit land shall not have any manmade sources of nitrogen, shall not receive any fertilization, and shall not be used for keeping, raising, or breeding animals. (2) The Owner shall execute and record at the Barnstable County Registry of Deeds a deed restriction, approved by the Town Attorney, restricting the nitrogen aggregation credit land area so that there will be no impervious pavement nor any impervious structures constructed; so that there will be no manmade sources of nitrogen, including fertilization; and so that there will be no keeping, raising, nor breeding of any animals. The nitrogen aggregation credit land is identified as a 9,241 square feet land area, at Parcel 55-001 on Assessor's Map 119, known as 1276 Main Street, Osterville Massachusetts. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:WP/Eddy Nitrogen Aggregation Three Lots Losordo Main Street Osterville 2017.docx (3) No more than 118 gallons of wastewater discharge per day are authorized to be discharged at 1276 Main Street, Osterville Massachusetts, identified as Parcel 55-001 on Assessor's Map 119. (4) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at. 1276 Main Street Osterville, identified as Parcel 55-001 on Assessor's Map 119, to a maximum daily wastewater discharge of 118 gallons per day. 1266 Main Street Osterville (5) No more than 220 gallons of wastewater discharge per day are authorized to be discharged at 1266 Main Street Osterville, identified as Parcel 55 on Assessor's Map 119. (6) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 1266 Main Street Osterville, identified as parcel 55 on Assessor's map 119, to. a maximum daily wastewater discharge of 220 gallons per day. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. 1254 Main Street Osterville (7) No more than 260 gallons of wastewater discharge per day are authorized to be discharged at 1254 Main Street Osterville, identified as Parcel 56 on Assessor's Map 119. (8) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 1254 Main Street Osterville, identified as Parcel 56 on Assessor's Map 119, to a maximum daily wastewater discharge of 260 gallons per day. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (9) The septic systems shall be installed in substantial conformance with engineered plans which are designed in conformance with the State Environmental Code, Title V and local Health regulations. (10) The designing engineer shall supervise the construction of the onsite sewage disposal systems and shall certify in writing to the Board of Health that the systems were installed in substantial compliance with engineered plans which are designed in conformance with the State Environmental Code, Title V. and local Health regulations. This permission is granted, without the necessity of granting variance relief, based upon the agreement that restrictions will be recorded limiting the maximum wastewater discharge quantities on each lot. There will be no increase in flow overall Q:WP/Eddy Nitrogen Aggregation Three Lots Losordo Main Street Osterville 2017.docx compared to the existing allowable daily wastewater discharges for these three lots combined. Also restricted nitrogen aggregation credit land, identified as a 9,241 square feet area within Parcel 55-001 on Assessor's Map 119 (1276 Main Street), will remain pervious and will be restricted from any use which would contribute manmade sources of nitrogen to the groundwater in this area. Sincerely yours, Paul J. Canniff, D.M.D. Chairman Q:WP/Eddy Nitrogen Aggregation Three Lots Losordo Main Street Osterville 2017.docx Photo - Google Photos Page 1 of 1 x . FPi Y�„t- !� �+'°'i � .'V" .s - <.,r. 7N z.s4 ^,,.�r •'. ^� •i 6� .p, � t. ,A i y,F 4j...m n>.A'. Le� t i i•'• .,sy _ �. _ gry � r _J} 5 . +`1 �'l^� � 1r, v��3, � .h.-ten• �� ¢�, `�.,r"a �,�` � � `4 r� '`r�" �'` R.k�._ f 4At � y •„a�� Y's* `�1-'fE.i� ,y *i,,� Say something https://photos.google.com/share/AF 1 QipPB8HjeFtPTJvMOPyLtrypgWnGe3g8AyS9HsOC... 8/30/3.018 4W �kY GRANT OF TITLE 5 NITROGEN LOADING RESTRICTION AND EASEMENT 310 CMR 15.216 ary 4w' __This GRANT OF TITLE 5 Nitrogen Loading Restriction and Easement is made this -5 day Y Y of July,2018 b Arnie M. Smith and James P. Smith as trustees of the SB Nominee Trust, a certificate of which is recorded at Barnstable Registry of Deeds Book 30659 Page 178, of Osterville, Massachusetts,hereinafter"Grantor". WHEREAS, Grantor being the owner in fee simple of that certain parcel of land identified as Lot 56, Osterville, Barnstable County, Massachusetts with the buildings and improvements thereon, pursuant to a deed pursuant to a deed from Joan Loring to the Grantor dated July 28, 2017 and recorded with the Barnstable County Registry of Deeds in Book 30659 Page 180,said parcel of land being more particularly described in Exhibit A, attached hereto and made a part hereof and being shown as Lot 56 on a plan entitled, "Plan of Land on Main Street Barnstable(Osterville)MA" dated January 8, 1988,prepared by CapeSury recorded with Barnstable County Registry of Deeds as Plan Number 5 in Plan Book 555 (hereinafter the "Credit Land"); and WHEREAS, Grantor being the owner in fee simple of that certain parcel of land identified as Lot 55-1, Osterville, Barnstable County, Massachusetts with the buildings and improvements thereon,pursuant to a deed pursuant to a deed from Joan Loring to the Grantor dated July 28, 2017 and recorded with the Barnstable County Registry of Deeds in Book 30659 Page 180,said parcel of land being more particularly described in Exhibit A, attached hereto and made a part hereof and being shown as Lot 55-1 on a plan entitled, "Plan of Land on Main Street Barnstable (Osterville)MA"dated January 8, 1988, prepared by CapeSury recorded with Barnstable County Registry of Deeds as Plan Number 5 in Plan Book . 555 (hereinafter the "Facility Land"); and WHEREAS, Grantor desires to restrict the number of bedrooms as defined pursuant to 310 CMR 15.002 and/or the wastewater discharge design flow in any improvements located on the Credit Land, through the use of this Nitrogen Loading Restriction and Easement; and WHEREAS, the Facility Land, has the benefit, granted hereby, of the Restriction and Easement on the Credit Land consisting.of approximately 9,241 square feet, as herein provided; and i WHEREAS,the Nitrogen Loading Facility Aggregation Plan has been approved by the Board of Health of the Town of Barnstable, and, if required,the Massachusetts Department of Environmental Protection("MassDEP" or "Department") in accordance with the Department's "Guidelines for Title 5 Aggregation of Plans and Nitrogen Loading;" said approval being based upon the agreement by Grantor to incur certain obligations regarding the number of bedrooms, as defined in 310 CMR 15.002, and/or the wastewater discharge design flow in any improvements located on the Facility Land and maintenance of the Restriction and Easement to ensure protection of the nitrogen loading limitation of 440 gpd/acre discharge standard pursuant to 310 CMR 15.214 in nitrogen- sensitive areas or in areas serving new construction where the residential use of both on-site systems and drinking water supply wells are proposed; and to grant to the municipality acting by and through the Board of Health of the Town of Barnstable, a perpetual easement to enter the Facility Land and the Credit Land to ensure compliance with the terms of this Restriction/Easement as hereafter set forth; NOW, THEREFORE, Grantor does hereby GRANT to the Town of Barnstable, a Massachusetts municipal corporation situated in Barnstable County,having an address at 367 Main Street, Barnstable, MA, acting by and through its Board of Health("Local Approving Authority") for nominal, non-monetary consideration,with QUITCLAIM COVENANTS, a TITLE 5 NITROGEN LOADING RESTRICTION AND EASEMENT ("Restriction/Easement") in, on,upon,through, over and under the Facility Land and the Credit Land, the terms and conditions of which are as follows: PURPOSE: The purpose of this restriction is to protect and preserve the quality and quantity of ground water resources in the area of the public and private wells in the Town of Barnstable, Massachusetts in order to ensure a safe and healthy public and private water supply for the present and future inhabitants of the area. It shall also be for the specific purpose of limiting the introduction of nitrogen and other pollutants into,and maintaining the natural uptake of pollutants and the recharge of the ground water which takes place on the Facility Land and the Credit Land for the said water supply. OBLIGATIONS AND EASEMENT: 1. Prohibitions. Grantor agrees to restrict the design flow, as defined pursuant to 310CMR 15.002, in any improvements on the Facility Land to a maximum of 260 GPD,'and the design flow for the Credit'Lafid'-,to.a'riiziximii r of 110 GPD. Grantor further agrees to maintain the so much of the Credit Land as is shown as"Nitrogen Aggregation Credit Land Area=9,241 SF Credit Land Area B"on plan attached as Exhibit B as nitrogen credit land by prohibiting activities thereon which have a detrimental effect on nitrogen loading on the Credit Land, including but not limited to wastewater discharges, the use of nitrogen fertilizer, the introduction of artificial impervious surfaces,the raising, breeding, or keeping of animals, livestock or poultry, and the creation or introduction of land under water, excluding grading for drainage. A change in the condition of the Credit Land which results in the Credit Land or a portion thereof being within a Velocity Zone or,Regulatory Floodway will render the Credit Land or said portion thereof ineligible for nitrogen credit pursuant to 310 CMR 15.216. 2. Easements. In creating this Restriction and Easement, Grantor hereby grants to the Local Approving Authority, its agents, contractors, subcontractors and employees, a perpetual EASEMENT to enter upon on foot and/or with vehicles, equipment and materials onto the Facility Land and Credit Land to inspect and to do any and all acts deemed necessary to maintain and restore the Facility Land and Credit Land at Grantor's expenseSeverability. If any court or other tribunal determines that any provision of this instrument is invalid or unenforceable, such provision shall be deemed to have been modified automatically to conform to the requirements for validity and enforceability as determined by such court or tribunal. In the event the provision invalidated is of such a nature that it cannot be so modified,the provision shall be deemed deleted from this instrument as though it had never been included herein. In either case,the remaining provisions of this instrument shall remain in full force and effect. 3. Enforcement. Grantor expressly acknowledges that a violation of the terms of this instrument could result in the following: (i) exercise of the easement rights set forth in Paragraph 2. of this Restriction/Easement; (ii) upon determination by a court of competent jurisdiction, in the issuance of criminal and civil penalties, and/or equitable remedies, including, but not limited to, injunctive,relief, such injunctive relief could include the issuance of an order to modify or remove any improvements constructed upon the Facility Land or Credit Land in violation of the terms of this Restriction/Easement; and (iii) in the assessment of penalties and enforcement action by the Local Approving Authority and DEP to enforce the terms of this Restriction/Easement,pursuant to Title 5; MG.L. c. 111, §§ 17, 31, 122, 124, 125, 125A, 127A through 1270, and 129;'and M.G.L. c.83, § 11. 5. Provisions to Run with the Land. This Restriction/Easement sets forth the rights, , E liabilities, agreements and obligations upon and to which the Facility Land and Credit Land are subject;shall run with the land, be binding on Grantor and its successors,have legal significance, affect the title of the Facility and Credit land and shall inure to the benefit of the Local Approving Authority. The rights hereby granted to the Local Approving Authority and its successors and assigns constitute their perpetual right to enforce and exercise this Restriction/Easement. Grantor hereby covenants for itself and its executors, administrators, heirs, successors and assigns,to stand seized and hold title to the Facility Land and Credit Land, as applicable thereto, and any portion thereof, subject to this Restriction/Easement, provided, however,that a violation of this Restriction/Easement shall not result in a forfeiture or reversion of Grantor's title to the Facility Land or Credit Land, as applicable thereto. 6. Concurrence Presumed. It being agreed that Grantor and all parties claiming by, through or under Grantor shall be deemed to be in accord with the provisions herein set forth and to agree for and among themselves and any parry claiming by,through or under them, and their respective agents, contractors, sub-contractors and employees, that the Restriction/Easement herein established shall be adhered to and not violated and that their respective interests in the Facility Land and the Credit Land and the Restriction/Easement, as applicable thereto, shall be subject to the provisions herein set forth. 7. Incorporation into Deeds, Mortgages leases and Instruments of Transfer, Grantor hereby agrees to incorporate this Restriction/Easement, in full or by reference, into all deeds, easements,mortgages, leases, licenses, occupancy agreements or any other instrument of transfer by which an interest in and/or a right to use the Facility Land or Credit Land, or any portion thereof, is conveyed. 8. Recordation Grantor shall record and/or register this Restriction/Easement with the appropriate Registry of Deeds and/or Land Registration Office within 30 days of the latter of: receipt from the Local Approving Authority of the approved Restriction/Easement or the expiration of the 60-day DEP constructive approval period pursuant to 310 CMR 15.216. Grantor shall file with the Local Approving Authority and the DEP a certified Registry copy of this Restriction/Easement as recorded and/or registered within 30 days of its date of recordation and/or registration. 9. Amendment and Release. This Restriction/Easement may be amended or released only upon approval by the Local Approving Authority. Release of this Restriction/Easement shall be granted by the Local Approving Authority in the event the Facility Land is connected to a municipal sewer system and the septic system serving the Facility Land is abandoned in accordance with 310 CMR 15.354 or the Facility Land is no longer located within a nitrogen sensitive area pursuant to 310 CMR 15.215. Any such amendment or release shall be recorded and/or registered with the appropriate Registry of Deeds and/or Land Registration Office and a certified Registry copy of said amendment or release shall be filed with the Local Approving Authority and the DEP within 30 days of its date of recordation and/or registration. 10. Term. This Restriction/Easement shall run in perpetuity and is intended to conform to M.G.L. c. 184, §26 (c), as amended. , d 11 Rights Reserved. This Restriction/Easement is granted to the Local Approving Authority in connection with the approval of a Nitrogen Loading Facility Aggregation Plan pursuant to 310 CMR 15.216 and the Department's "Guidelines for Title 5 Aggregation of Flows and Nitrogen Loading." It is expressly agreed that acceptance of the Restriction/Easement by the f Local Approving Authority or constructive approval of the Nitrogen Loading Facility Aggregation Plan by DEP shall not operate to bar, diminish, or in any way affect any legal or equitable right of the Local Approving Authority or DEP to issue any future order with respect to the Facility Land or Credit Land or in any way affect any other claim, action, suit, cause of action, or demand which the Local Approving Authority of DEP may have with respect thereto.Nor shall acceptance of the Restriction/Easement serve to impose any obligations, liabilities, or any other duties upon the Local Approving Authority. 12. Effective Date. This Restriction/Easement shall become effective upon its recordation in the appropriate Registry of Deeds and/or Land Registration Office. Executed this-ELday of July, 2018 Grantor: SB Nominee Trust By Am' M. Smith, Trustee —F (�r By __- IaV. Smith, Trustee COMMONWEALTH OF MASSACHUSETTS County of. Date: Jul , 2018 Then personally appeared Arnie M. Smith and James P. Smith, Trustees as aforesaid, identified by I'CeAV— and ackno ge hat they executed the foregoing instrument voluntarily for its stated purpose as th free act an deed of SB Nominee Trust Not Public: SLI\ C R I STi NA BROWN y commission expires: �CJ2-3 Notary Public COMMONWEALTH OF MASSACHUSETTS My Commission_Expires On Oclober 19,M3 The Board of Health of the Town of Barnstable hereby approves and accepts this Grant of Title 5 Nitrogen Loading Restriction and Easement. Barnstable Board of Health 5 �ircc'Mr o� PUOIC Health. Exhibit A The d end bap them sited at OstavlUe,-B-Amstable ass Ott% €of 56 os dowibod on aplau-ofland endfled-PIAN OF LAM OINSST BARNSTAB LE.(Ostmille)MASS"Bated;January 8, 1988,Salle.V";g 40',Premed by.Cop Suet Pmpared for:Davld Tom.Fraser,1266 Mabi Surat,:Ostmville.,MA,dui ly rc -rded ift Plan Book 555,Page S at,Barnstable County my registry of Deeds.. for title, peed morded.Xvitb.the l� rnstablo Couuty FCe istr of d$i ] vvl� Q Y 'a epedy Addr�s;..1 4 I�ai. Street;.Qstezvllle MA tJx 't.l`_�nd .W55.1 desei ibed on a plan efland enfitlad" LA1' OP LA D ON MAIN kSTRF,,PT A S �Ir ( st z Ile i ASS"Sated;:faru .E•r 19 �. 'y 44'. Propored by Capp aurv,F;reP".T'or.;David.L,Plhle� i2.t 5 Main.gtmd,.C 8faville,MA,.duly rccordtd.I Plan 1$ook-5Z,:rage 51 at the Ba le County Reglslry of De4d5i. FeS Ofle,4co}deed recorded i�s`Eh 1l�eliasnstal�Te C�Qt��r R�gistr�r C�£I1e�as I�I�e��fl��,I'ag i$Q, Propex y Address.: 1276 Mafft Street,Ostavllle#MA j I . i I N/F COUTIT OSTERVUE MARSTONS MILLS FIRE DISTRICT DEED BK 545 PC 191 3 PARCEL 119-039 • 6'3 97.07' NITROGEN AGGREGATION S 0936�34' E \ CREDIT LAND AREA=9,241 SF g3.63' S 09 36'34" 45.00' CREDIT LAND NIT COUTIT OSTERVILLE —AREA B \ MA NIT MILLS FIRE DISTRICT . \ DEED 8K 545 PG 191 OPEN AREA PARCEL 119-009 AREA A \ D Z N; 1276 MAIN STREET 1266 MAIN STREET 1254 MAIN STREET. NN 'MAP 119, LOT 055-001 MAP 119, LOT 055 MAP 119, LOT 056 \ o -JiA • 20,015 SF N N 18,457 SF 14,406 SF N� N CYD rn r-> rn co Z N' 41 p N, \ `�. w • .,FACILITY LAND \ v \ 7.55' 95.35' N 16'56'34 W N 14'30'34" W 107.52' _ ■,_r �I 1430_'34 W 3 i lag! U PROJECT: TUE. BAXTER NYE ENGINEERING & SURVEYING Exhibit B 11"W-rad Prafe..lanal EnQWA.re and Land Surveyor 78 North Street 3rd Floor Hyannis. MA 02801 Phonm 508-771-7502 /Fax: 508-771-7622 Email: meddyCbaxter—nye.eom DRAW.dk1 CHECXM- UWE DRWIG NO- d 1254, 1266 AND 1276 MAIN STREET Dom; APRL 11.2018 OSTWILLE� , MA 2017-050 EX 8 SCALE: 1'.50' PRWEaT 1:2017—D50 1 1 d a { TRUSTEES' CERTIFICATE We, Arnie M. Smith and James P. Smith as trustees of the SB Nominee Trust, a certificate of which is recorded at Barnstable Registry of Deeds Book 30659 Page 178, of Osterville, Massachusetts, hereby certify that we are the sole trustees of said Trust,that the Trust is in full force and effect,that the Trust has not been amended or revoked, that all the beneficiaries of said Trust, none of whom are a minor, incompetent, under disability or a corporation or an estate, have directed the trustees to execute the attached GRANT OF TITLE 5 NITROGEN LOADING RESTRICTION AND EASEMENT of even date. Signed under the pains and penalties of perjury this -5 day of July 2018 l S ith,Truste .) Smith, Trustee COMMONWEALTH OF MASSACHUSETTS County off m Date:July2018 Then personally appeared Arnie M. Smith and James P. Smith,Trustees as aforesaid, identified by ai�V{',( ��iCQ,i/1�5 P and acknowledge44hat they executed the foregoing instrument voluntarily for its stated purpose and th the above.,facts are true and correct. 1 Nota ublic. CRISTIN.A BROWN R Notary Public y commission expires: COMMONWEALTH OF MASSACHUSETTS / My Commission.Expires On October 19,2023 McKenzie, Marybeth 'V From: McKean, Thomas Sent: Wednesday, July 11, 2018 3:20 PM To: BLosordo@LosordoLaw.com Cc: McKenzie, Marybeth Subject: Re: 1254 Main Street Osterville Good Afternoon, I signed it several days ago and called your office. I left you a message there. From: BLosordo@ Losordo Law.com Sent: Wednesday, July 11, 2018 2:40 PM To: McKean, Thomas; Houghton, David Cc: 'Amie Smith' Subject: 1254 Main Street Osterville Tom, I dropped the original Grant of Title 5 Nitrogen Loading Restriction and Easement, signed by the land owners, off at your office yesterday, copy attached. The language has been agreed upon with Town Counsel David Houghton, to whom I am copying this email. Upon your confirmation with Attorney Houghton,would you be so kind as to sign the Grant on behalf of the Board of Health? Upon your signing please email me immediately that I am pick up the fully signed grant, hand deliver and record it at the Registry of deeds, and return evidence of recording to you. Pending permits are waiting for this matter to be concluded. Thanks, Ben Losordo Law Office of Benjamin J. Losordo 78 Route 6A, P.O. box 1637 Sandwich, MA 02563 Ph: 508-888-6067 Fx: 508-833-2307 Email: blosordo@losordolaw.com 1 i t , McKenzie, Marybeth From: McKean, Thomas Sent: Monday, July 02, 2018 10:43 AM To: McKenzie, Marybeth Subject: Re: 1254 Main Street Osterville Title V Restriction/Easement Fyi From: Houghton, David Sent: Monday, July 2, 2018 10:35 AM To: 'BLosordo@LosordoLaw.com' Cc: McKean, Thomas Subject: RE: 1254 Main Street Osterville Title V Restriction/Easement Please change the end of the 1s'pref paragraph on the second page (1 really think you should number the pages) so it reads "a perpetual easement to enter the Facility Land and the Credit Land to ensure compliance with the terms of this Restriction/Easement as hereafter set forth;" Please change par. # 2 so it reads in part "to do any and all acts deemed necessary to maintain and restore the Facility Land and Credit Land at Grantor's expense" I don't think you have to send another redline or clean once you make those 2 edits you can proceed to finalize and record as far as I'm concerned but check with Tom first. From: BLosordo@LosordoLaw.com [mailto:BLosordo@LosordoLaw.com] Sent: Friday, June 29, 2018 2:28 PM To: Houghton, David Cc: 'Amie Smith' Subject: RE: 1254 Main Street Osterville Title V Restriction/Easement David Thank you for your quick response today. Attached please find a redline and a clean copy of the restriction/easement per your recommendations below. Again your quick response will be greatly appreciated. Thanks, Ben Losordo Law Office of Benjamin J. Losordo 78 Route 6A, P.O. box 1637 Sandwich, MA 02563 Ph: 508-888-6067 Fx: 508-833-2307 Email: blosordo@losordolaw.com a e•wemw«-a w,..:.n«wrv..�. .-.P m...Na.. +u..^'"Tt^""'.w.+.x,..P...m�.+�,m..»,.... �..»..«»,n,x..w.,....,.+6.-re+.....m�rm.�x. k .s From: Houghton, David <David.Houghton @town.barnstable.ma.us> Sent: Friday,June 29, 20.18 1:37 PM To: 'BLosordo@LosordoLaw.com' <BLosordo@LosordoLaw.com> Cc: McKean,Thomas<Thomas.McKean @town.barnstable.ma.us> Subject: RE: 1254 Main Street Osterville Title V Restriction/Easement i First prefatory on 2"d page should say easement to enter the F and C land for purposes of inspection and compliance strike pass and repass over. #2 strike the second sentence. #4(i) no capital exercise and semicolon at the end of(i). #5 take out"or Grantor" at the end of the first sentence. Will need a Trustee Certificate when this goes to record. From: BLosordo(&Losordo Law.com [mai Ito:BLosordo(dLosordoLaw.com] Sent: Wednesday, June 27, 2018 3:33 PM To: Houghton, David; McKean, Thomas Cc: 'Amie Smith' Subject: RE: 1254 Main Strett Osterville Title V Restriction/Easement David, attached please find the requested revisions in redline as well as a clean copy for execution. Thanks, Ben Losordo Law Office of Benjamin J. Losordo 78 Route 6A, P.O. box 1637 Sandwich, MA 02563 Ph: 508-888-6067 Fx: 508-833-2307 Email: blosordo@losordolaw.com ' From: Houghton, David <David.Houghton @town.barnstable.ma.us> Sent:Tuesday,June 26, 2018 4:49 PM To: 'BLosordo@LosordoLaw.com' <BLosordo@LosordoLaw.com>; McKean,Thomas <Thomas.McKean @town.barnstable.ma.us> Subject: RE: 1254 Main Strett Osterville Title V Restriction/Easement My apologies for the length of time'taken to review and respond. I have looked your latest draft over and have the following comments. I've made them in shorthand and abbreviation so please do not take or make literally but complete in longhand and unabbreviated when you make the edits. Tom can you please check all the gpd figures for accuracy. Top take out 310 CMR 15.216. First Par. It's a certificate not a declaration of trust(haven't seen the former term before). The 2 prefatory (whereas) paragraphs on the first page (I'd prefer numbered pages when you make the next draft) both say facility land so you need to change whichever one is the credit land. 2 ' First prefatory on second page should end with just easement to enter the facility and credit land to ensure compliance etc. Grant par. second page take out 310 CRM 15.216. Par. # 1 should say maximum gpd ##. Par.#2. Needs to be pretty much re-written to say grant an easement to enter upon the F and C land on foot and/or w vehicles, equipment and materials at Grantor's and successor's expense to do any/all acts to inspect and maintain then the rest but a period after 310 CMR 15.214. Par. #4. Add (i)exercise of the easement rights in par.#2 then re-number the other 2 accordingly. Par.#5. Should say to which F and C land are subject not subject to which F and C land and shall run w/land, be binding upon Grantor and successors, have legal significance and affect the title of the F anc C land and inure to benefit of LAA and take out Grantor after and constitute LAA perpetual right to enforce and exercise Restriction/Easement. Par. # 10. Should say to conform to 184/26(c). Once you make those changes please send back to me for final review. Thank you. - From: BLosordo(-OLosordoLaw.com [mailto:BLosordo(cbLosordoLaw.com] Sent: Tuesday, June 26, 2018 1:14 PM To: Houghton, David; McKean, Thomas Subject: 1254 Main Strett Osterville Thanks, Ben Losordo Law Office of Benjamin J. Losordo 78 Route 6A, P.O. box 1637 Sandwich, MA 02563 Ph: 508-888-6067 Fx: 508-833-2307 Email: blosordo@losordolaw.com 3 Town of Barnstable P 4 Epp THE Tp�� Department of Regulatory Services ' SAAN6TABLE,- - Public Health Division' Date � � y MASS. 16yq, �m 200 Main Street,Hyannis MA 02601 p1ED MAr A Date Scheduled U � Time Fee Pd. Soil Suitability Assessment for S eDisposal L Performed By: S♦`t�I c f��c 5.a n r 1� Witnessed By.. LOCATION & GENERAL INFORMATION Location Address.17-5 VYl 0.t t C,`)B c v,1k Owner's Name �,i. P✓`,�t der Address Assessor's Map/Parcel:_-,l t_ CJ: ' .- Engineer's Name 00,, ew m W NEW CQNSTRUCTION K REPAIR Telephone# Land Use r-e �e.l .i i Slopes(%) d- Surface Stones /)4'n e Distances from: Open Water Body ft , Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Otter ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Parent material(geologic) G y EWC S k Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estiuniated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date ® 3 I7 Time 1 o:416/fir* Obscrvation Hole# *� Time at 0 Depth of Perc Ye4 410 Time at 6" Start Pre-sonk Time n End Pre-soak 0 i > :0 fo le- Rate Min./hick Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back.7---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. Q:HEALTH/WP/PERCFORM DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistetley.%Grave 56 KA 16 U 14e 7/lfl '- o AY,. O jF4 DEEP OBSERVATION HOLE LOG Hole ll 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulders. Consistency,%Gr vel ry h'1 S Z." C I?I e chi a^^•1.SG rto� 2 AJ, �)4,45v- Oh-5 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color: Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistent %Gravel) � r,�sc Sfer+g, 6-'mk ft 11, m�o@r v�Barad /o Y� ��3 /2 � 1.�2 C G 6 DEEP OBSERVATION HOLE LOG Hole 11 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders: Consistency,c %Gavel) 2„ c,o� � sk►.�t /a y� y/y /2a^/32� C �t=douM Sa•.e� ld ` A �/ IJa W44r Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within500yearboundary No>f Yes Within 100 year flood boundary No X— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the --" —area-proposed-for the soil..absorption system? }� If not,what is the depth of naturally occurring pervious material? Certification I certify that on 119 (date)1 have passed the soil evaluator examination approved by the Department of Enviroru f ental Protection and that the.above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature �' ZU/7 Q:HEALTH/W P/PERCFORM �Zchl'7"O-5O;p3 • �� !. � � K r �. � �� Legend Spot Heights(NAVD88) Intermediate Contours(NAVD88), 119055001 ti t — Index Contours NAVD88 1276 F ry i � •, 1 I Barriers '� e ,}:;u i t{ ', iI �� - Fences Guardrails S ? .. I 119039 Retaining Walls { 119055, ( I #1240 Stone Walls #1266 Other Walls Hedges k Paths ti t � . Sidewalks/Walkways 0 Paved i Unpaved S � j5 I;r r Swimming Pools Q Above Ground Swimming Pools In Ground Swimming Pools Exterior Structures ; ® Decks Patios "SS s Exterior Stairways $ r 9096 ,r' 'fib - .. Q Docks Piers #1254 v^ ' 10 Boardwalks Tanks r 3 T Fuel Tanks Water Tanks � Jetties/Revetments ': ', y�` 4 � ': ,•.. ,,-- ," 4{,� r„, l� Stone Jetties Revetments , z 1 � [l Concrete Jetties Revetments r� El Wood Jetties Revetments creation Facilities .�'�. Re F a Sports Areas IJ Golf Areas . y. I 11000 J Y Wooded Areas f^r Parcels 119002 Town Boundary r '•#134 Railroad Tracks 71 I', '€, �, ,�� a � xr � tJ Buildings I. t �� F�� , - _ :� Painted Lines y; t / Parking Lots Paved , Unpaved Driveways Paved I � Y� ' wW ¢'l�Y i - /�~, �l Unoaved - '� I�.�•. 'i, F �� ' daJM'uf'{l�.#1 i�• ;' _ .. r ,�,J ❑� •❑ I I1',19()6 6 i. �V, 10 �� .,,Lz€ 4il,e° �' Y € f I II it .aia 7. Map printed on: 8/7/2017 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026ot 0 42 83 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx. Scale: 1 inch= 42 feet cartographic errors or omissions. gis@town.barnstable.ma.us _ AMIE BAKERY BUILOUT :p S.B. NOMINEE TRUST 1254 MAIN STREET OSTERVILLE, MA 02655 f � — 9 s (: �r . E� - .. :...a .. : ....... .. .'.... t ....: p r ....... --- _e ... M.d. 1� r: tr ` r � M . .. -. --- ....- . - - - ---- CD - - - - ----- -_ - - - ARCHITECTS BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 203 WILLOW STREET SUITE A 93B COURT STREET, UNIT 22 CONSULTING STRUCTURAL ENGINEER YARMOUTHPORT, MA, 02675 PLYMOUTH, MA. 02360 CONSULTING STRUCTURAL ENGINEER, INC. TEL (508) 362-8382 53 Knox Trail, Suite 201, Acton, MA 01720 aA/WrCAPEARCHITECTS.COM TEL./ FAX(978) 461-6100 www,cse-ma.com U N U Issued for PERMIT SET 08 07 2019 P O ({ � a� STAMP: r- LEGEND w on a ALL EXTERIOR WALL ASSEMBLIES ARE NOT RATED C j i z s CONSTRUCTION,U.N.O. I� yo = REQUIRED EXIT C) I o I 60 DOOR RATING/INDICATED IN#OF MINUTES z I - LL- it G EXIT LIGHTED EXIT SIGN,REFER TO REFLECTED UI CEILING PLAN AND ELECTRICAL DRAWINGS zI z - zj c�;I z LU BUILDING CODE SUMMARY - APPLICABLE CODES,GUIDELINES AND LAWS: a i I ` C c • Massachusetts State Building Code,780 CMR,9fh Edition m Q; !n r m • International Building Code 2015(IBC) - --- - 3 0 PROJECT: AMIE BAKERY BUILDOUT-S.B.NOMINEE TRUST Im Internatonal Energy Conservation Code 2012(IECq ......... .. -- .. LOCATION: 1254 MAIN STREET,OSTERVILLE,MA 02655S.B.NOMINEE TRUST Massachusetts Amendments(MA1 - , • 13 Massachusetts Architectural Access Board(MAAB] (. — - - Amencon Disabilities Act(ADA) EXIT MGL C148 Section 26G(MGL C148 26G)Re:Sprinklers `- REGULATIONSANDSTANDARDS: - EXIT ITEM. APPLICABLE SECTION TABLE PAGE NO. REQUIREMENTS/DESIGNATION PROPOSED ppp CODE — L - II j LIMIT OF WORK . B Business GHa :-._ ! II I — Up'Use of 8ulltlirg or 311ucrule lot office.profe55iIXwl IX - I USE GROUP CLASSIFICATION IBC/MA 304.1 - d2 -'' - ✓..... -'- -'""' - - - - --- semce type hansactlorts Including shxage of records and accaunh CONSTRUCTION TYPE IBC 602.5 -- 113-I15 1YPESB UNPROTECTED _ Exl � EXIT r' - -� .___....... ... Y.� Lo AUTOMATIC FIRE SUPPRESSION SYSTEM IBC 903.2 IBC: 210.214 APPROVED AUTOMATIC SPRINR SYSTEMS W SPRINKLER SYSTEM NOT p 4- -----L--- 1 I1�1 I i ~ F--- MA 60.63 NEW BUILDINGS AND STRUCTURES SHALL BE REQUIRED AND NOT II I ` F- T f I I W " - Pfi0UDE0 W THE LOCATIONS DESCRIBED M FRONDED SECTIONS 903.2.1 THROUGH 903.2.12(BC) _ p ! - CD GROUP B>12.000 sq.it.REQUIRES AUTOMATIC _--._. ! IF _ I I �� I - CO W C/ MA 903.2 903.2[MA) SPRWILER SYSTEMS(MA) r I - 1 "_- I L U } z - : MGL 748 IN SUB-SECTION 26G: w z Q W EVERY BUILDING OR STRUCTURE INCLUDING ANY - -t i I C J MGL C I d8 SECT 26G MAJOR ALTERATIONS AND ADDITIONS THERETO, ,s'--�P w'"-"a I 1 /'. I I I j C WHICH TOTALS.W THE AGGREGATE MORE THAN - a ' i O J 7500 GROSS SQUARE FEET IN FLOOR AREA -- "- - ---- — - I OCCUPANT LOAD IBC 1004.1 1004.1.2 251 BUSINESS AREAS: 100 GSFICOO FIRST FLOOR 13 COO i �-... I -(EXIT: I R�I W m LO L1.1 MINIMUM EGRESS DOOR WIDTH IBC 1010.1.1 _. 260 32 MIN WIDTH(IBC) 3'MI ALL EGRESS DOORS � r- (- MAAB/AnA 26.5 117 4NWDTH(MPAB A ) 36'WDTH MINIMUM _. '-• I Cn j LENGTH OF EXIT ACCESS TRAVEL IBC 1017 1017.2 277 75 FEET W BUSINESS OCCUPANCYNATHOUT LESS THAN 75 FEET AUTOMATIC SPRINKLER SYSTEM I MINIMUM CORRIDOR WIO7HS IBC 1020.1 1020.2 278.279 44'MIN,WIDTH ALL CORRIDORS ARE W EXCESS OF 48'VAOE MINIMUM NUMBER OF EXITS OR ACCESS TO IBC 1006.3 1-.3.1 - 255 2 REQUIRED PER STORY FOR I-500 2 PROVIDED - EXTTSPER STORY OCCUPANTS TOTAL MAX.TRAVEL TOTAL MAX. TRAVEL I: DISTANCE = 60 FEET -` DISTANCE = 48 FEET--------------------- J EXIT" - i;) _-- - t LIFE SAFETY EXIT _ _-_- - = - - - - - - PLAN, � r '-�•.. -'LIMIT OF WORK - PROJECT DESCRIPTION— 1254 MAIN STREET BUILDING _..._.._ _ _ _: ........ .......... DRAWING INDEX & SCOPE BUILD OUT OF EXISTING UNFINISHED TENANT SPACE AT BACK OF BUILDING OF WORK COMPOSED OF(1,300 G,S.F.)GROSS SF. .. :_. _....................... r; DATE ISSUED: 0e.07.2019 n BUILDOUT FLOOR LIFE SAFETY PLAN O.DESCRI C 1 NO.DESCRIPTION DATE 3gq 3/16" = 1'-0" z SCHEDULE OF DRAWINGS NO. Sheet Name AO.0 BUILDOUT COVER SHEET DRAWN BY: - - - - AO.1 LIFE SAFETY PLAN,DRAWING INDEX&SCOPE OF WORK ALlthor A1.2 PROPOSED UILDOUTELEVATIONS N SCALE: As indicated A1.3 TYPICAL FLOOR,WALL.CEILING&ROOF ASSEMBLY DETAILS DRAWING NO.: S 3 //�O e 1 a . 0 ® 8 STAMP: c- S BUILDOUT DOOR SCHEDULE Dimensions DETAILS Mark Room Name - MFG Material Model Type - slab type Frame Material Hardware Set Comments Width Heght chick. Head Jamb Sill c r BulLnour w o 007 RETAIL TENANT SPACE TRUSTILE MOP FLI00 D 3'-0' 7'-O 13/4° FULLUGHT HOLLOW METAL 6/A9.2 7/A9.2 EXIST IS TO BE RELOCATED WITH WALL TO SPACE ca it m STAFF BREAK ROOM/ i j c p21 STORAGE IRUSTIE MDF FLI00 D 3'-0' - 7'-0' 13/4' FULL LIGHT HOLLOW METAL 6/A9.2 7/A9.2 C ! g P 024 JAN. (RUSTLE MDF I52020 C 3'-0' 7'-P 13/d' 74p PANELS HOLLOW METAL 6/A9.2 7/A9.2 c I td 2F 025 COATS TRUSTIIE MDF T52020 C 3'-0' 7'-0' 1 3/4' MU PANELS HOLLOW METAL QIA9.2 7IA9.2 O 0 d U as I z U BUILDOUT WINDOW SCHEDULE 1� j a WINDOW DIMENSIONS Window Deta7 N ' Mark Manufacturer Type Model Comments - Z3 U!! Width Height Head Height Head Deta7. Jamb Detail Sill Detail ryry ZI; - - EXTERIOR W J 24 ANDERSEN-d005ER1E5 CASEMENTOPERPBLF P3060 7-1115/16' S'-1.17/8' 9'-0' 1/A9.3 2/A9.3&3/A9.3 d/A9.3 H 27 ANDFRSEN-d005ER1E5 CASEMENT-OPERABLE P3050 7-1115/I6° 5'-1171" 9-0' 1/A9.3 21A9.3&3/A9.3 d/A9.3 J WTI ¢n 37 PNOERSEN-d005EfilES PICTURE'WINDOW P3060 7-11 I5/16' S'-177/B' 9'-0' 1/A9.3 2/A9.3 d/A9.3 - EXISTNG FIXED W1NDOl4 UNIT RELOCATED FROM AMIE50FFICE UMf S2d Z H. n- 38 ANDERSEN-d00 SERIES PICTURE MN— P3060 7-11 15/16° S'-11 7/8" 9'-0' 1/A9.3 2/A9.3 d/A9.3 - EXISTING FNED WINDOW UNIT RELOCATED FROM AMIE5 OFFICE l9 U R25 - ='1 0 c) c caw - CID Q o m NOTE:ALL EXTERIOR WINDOWS WILL BE STORM RATED WINDOWS �� o BUILDOUT REFLECTED CEILING PLAN LEGEND WOOD PLANK CEILING - - 0 DOWNUGHT RECESSED CAN os LO DIRECT/INDIRECT 2-'UGM FIXTURE .............. - s VESTBULE F— x oo O c4 21Q LAY-ON TILE CEIUNG W _ _ 1 O EX VESTIBULE::; m w � Q 00 w z CC LIMIT OF WORK - - _.._... �- SUPPLY DIFFUSER -' H.P.RAMP w RETURN GRILL -Y T--- T- . ETR:�'- -- ETR, ETR. < O TR ca 1- ......... . ....:_ LIMIT OF WORK _ •--I RELOCATED TENANT F � \ ATTIC ACCESS ® ® Ld ® Fy - Ex coaaiooa ��NEW ..... .. -. 55 Q .Clj r--- O II.+ CLOSET E 1 - Ex.coaalDoa _5 0 &ROD sH EXIT EXIT SIGN 10 x -- c \ F ® w TR E1<2 ........ +5---CLEAR- .........,..� COAT .... _NDOOR ID DOORS SIMILAR 70 ... ... I.E.. m OCCUPANCY SENSOR IT. y 1 O g 112 025.. 0 .. .. .. .. .... ® SMOKE DETECTOR —EX.ME % S I -. .... 1 77 EX.WOMEN ..':.;.' ___ EX MEN - I7� IN EX -- — —— ®x HEAT DETECTOR 108 ; :.i .107 _ ........ JAN A - WOMEN O v 08 m F �. ......024�: �. _ . aI g nEPROPOSED ..'...E .., i �E ". ... .. 021- o m IIIHWRFiRE RATEDN�/I MOP SINK&SHELVES ABOVE.RET IL TE 09 ... 1 I --3 o I LOOROFILA 3 i:'.;';.• EXIT CEILING ASSEMBLY X' I .. ....Bdd S.F.- C ... .._. _ f�I ..... R FIRE (TONS .. ....... .. F I v �L1tH�.... RATED PART... .. .. A E ___ : ......@ JAN.(3I SIDES TO UNDERSIDE OF ... ... 36Y30'CEILING '.. - I ................_(1)HOUR FIRE RATED CEIUNG->-. ............. - ACCESS HATCH . NS'i�GE ItAR i0 _ DOOR I007j E _ ,•:::•'� _____ g STAFF BREAKRE ... .. - .. .... .... .. .... ... 1101 E%.STAIR#I/�. 2575F. 08.07.2019 .... .......MICAL POWER DATA .... ;ti DATE ISSUED: C.H. 10'-0') 105 .' ____ ... .... ...... &PHONE OUTLETS_ `t - ,: O. E —NEW(II HOUR FIRE RAZED......... ............................. ... ...... ............. _ ----_ RNG(IIHOLR FIR _.PARTITION TO UNDERSIDE Of ROOF H FLOOR OUIIFi RATED PPRIRION .._.. .._ ..... .. ..... `1( .. : PAD OUT WALL TO ❑. '.•r::.: I i a ALIGN W/ELFC PANEL .. I.:: :: �E%ISTING ELK. '.: ,._. ._,........... ..................................._..._....... ........._............ _........._........_............_..............._.... _.......... PANEL TO REMAIN( EX.STAIR k I ... ..... DRAWN BY. Los ; .. .�..:: .: Author Bill 7 8 38 3'-31/2• 37 LIMIT OF WORK SCALE: 1/4" = 1 I-0" LIMIT OF WORK ETR. DRAWING NO.: RAMP UP n BUILDOUT REFLECTED CEILING PLAN n BUILDOUT FLOOR PLAN A 1 . 1 1/4" = 1 -0" 1/4" = P-0" NANO NAO83 p 41 41 ti'" _ , . l { - " SCH 40 PVC VENT � � { t. �',-3r^e, ter y WITH ANIMAL SCREEN � yr� .\ ' NITROGEN A�_GRE�,AT1ON -:CREDIT-LAND _ fi ` -�._ 241-SF�~ 1 ", r �s ~r� ___ 8.83'W x 25'L 0 r - �AREs4__ , __.._ rM AMBER ; 1� " CH ---'""" --- --�— �~ ^�•, 'E �' ��' .. LEACHING 'Al 0 ST6RMWATER�MANAGEMEI�T•1. , -- = 36 r J � FACILITY #1 35 '� —__jam `1'0.91 ! 36— 36 s 36 , 35.6 `� p�pOX RESERVE % y SAS .... • • ��'',. • �"-•e,----".'._;"3 ^, + y � •ry r^f'.tr7. -,�t��6��>ctl` r'oaG'� K•a� '.. "' �, `': ----- «j 9 -:,_ _ _ _- ` 35 n rib °c ~ixa°ca a� �� a�a°oaana i " "+ •.!i '`' r `� �y ! 45 LF 4 SCH`, J{ - ` 4i¢} csa--as-+r ,n] o ooiz,.o nf'v ca aacoa�m.� �� t PVC •. ,•,... 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"i^a """ i ero O .fs. / ,,,,Y'•. ( ; • •# # # € i "# # • 4 # �'t 1 ; # t7:, t�Ly _��'^-5f A ;u€� ;,, ,,,,,,,,,,,,,,,, .....,. �(.. �i., �/t f .�... 1 ..,,_.,.s�-'"•-•;,�• �ts-�,.. � •' i ,,.;_, €.�..:.e,_ : s. rjj�'-'^' '• ,/. •Cw35CI y ' 4 .�. ..,. 4??t✓z wC s .....,•�„y `�`k'�i'3M° ,.. _._ ., <`�`• ys!•'',7./,'s',,,`55 /ir`r.` s S at •• } 1 £I }} 54�' t�r�� %'':� �` '" - t:> s�yu� �,},,,37� t a� �S C•�:, .i •``/3 tl '7� ��/ /�I`-'q _.—'r'IG�£ k 7 /'t j t € s i }, S �•.., '; {'}• .t �} �5. .0 .E(l f :� � �. H`.'' i m 4 f �� 0 S�P PO ED; OMESIIC • '•} jji J + t 'i} `` to`` #', €MMI ST. rl� : ATER,`SERVICE AND W4 I1 W ST M, �$.'MA�St. € f i 1 ` �• *. t t ` Jf RB STOP - 2 � t _ SEPTIC SYSTEM DESIGN REQUREMENTS BAXTER ,,SOL DATE: 07 80L I= P-1W DATE�08/09120D 80L I= p-ZM DATE:06/WWU 1254MAN BIF�Et P�154� 08/08/ SEI BARNSTABLE 1�6 MANr BARNSTABLE 1 Y E MANr BARNSTABLE SOIL EVALUATOR: BOARD OF-HEALTH AGENT: SOIL EVALUATOR: BOARD OF HEALTH AGENT: SOIL EVALUATOR: BOARD OF HEALTH AGENT: NITROGEN LOADING LIMITATION: 440 GPD PER 40.000 SF 1254 MAIN ST (TO BE DEED RESTRICTED TO 260 GPD): STEVE WILSON, P.E. DON DESMARAIS STEVE WILSON, P.E. DON DESMARAIS STEVE WILSON, P.E. DON DESMARAIS TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 TEST PIT 1 TEST PIT 2 TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 1266 - EXISTING 2 BEDROOM HOUSE IS GRANDFATHERED RETAIL: 1200 SF x 50 GPD/1000 SF = 60 GPD0. G.S.E. = 36.9 01 G.S.E. = 37.0 ow G.S.E. = 37.0 G.S.E. 37.5 0. G.S.E. = 33.5 " G.S.E. = 35.8 0. G.S.E. = 27.5 G.S.E. 33.7 " G.S.E. = 27.0 • G.S.E. = 30.8 (NO CHANGE IN DESIGN FLOW) CAFE: 10 SEATS x 20 GPD/SEAT = 200 GPD BARTER NYE E 0 MISC STONE AND BRICK FILL MISC STONE AND BRICK FILL 0 0 0 0 0 0 0 ALLOWED FLOW AS FOLLOWS: SYSTEM TOTAL: 260 GPD 4" 6. 10" ELEV 6.2 10' 6. 3" .1 35.5) 7. 3" 33.4) 3" ELEV 26.7 3" = 30.5 1254 MAIN ST = 14,406 SF x 440 = 158.4 GPD 1266 MAIN ST (TO BE DEED RESTRICTED TO 220 GPD): ENGINEERING & B ; 10YR 4/6 ; LOAMY SAND B ; 10YR 5/4 ; LOAMY SAND B ; IOYR 4/4 ; LOAMY SAND B ; 10 YR 4/4 ; LOAMY SAND E ; IOYR 6/1 ; LOAMY SAND E ; 10YR 6/2 ; LOAMY SAND AP ; IOYR 5/4 ; LOAMY SAND E ; IOYR 6/2 ; LOAMY SAND Ap ; 10YR 5/3 ; LOAMY SAND E ; 10YR 7/2 ; LOAMY SAND 1276 MAIN ST = 20,017 SF X 440 = 220.1 GPD RESIDENTIAL: 2 BEDROOMS x 110 GPD/BEDROOM = 220 GPD* S U R VE YI N G 11` ELEV 36.0 14" ELEV 35.8 12" ELEV 36.0 12" ELEV 36.5 7" ELEV 32.9 6" ELEV 35.3 6" ELEV 27.0 5" ELEV 33.3 7` ELEV 26.4 6' ELEV 30.3 TOTAL COMBINED ALLOWED FLOW = 378.5 GPD *(EXISTING RESIDENTIAL USE GRANDFATHERED AT 220 GPD TOTAL) TOTAL PROPOSED FLOW ON 1254 & 1276 = 370 GPD C ; 10 YR 7/6 ; MED. SAND C ; 10 YR 7/2 ; MED. SAND C ; 10 YR 7/4 ; MED. SAND C ; 10 YR 7/4 ; MED. SAND B ; 10 YR 4/3 ; LOAMY SANE B 10 YR 5/6 ; LOAMY SANE B ; 10 YR 5/3 ; LOAMY SANE B ; 10 YR 5/6 ; LOAMY SANE B ; 10 YR 4/3 ; LOAMY SAND B ; 10 YR 5/4 ; LOAMY SAND (PROPOSED FLOW OKAY AS LESS THAN ALLOWED FLOW) 1276 MAIN ST (TO BE DEED RESTRICTED TO 118 GPD): 132" (ELEV 25.9) 132" (ELEV 26.0) 132" (ELEV 26.0 132" (ELEV 26.5) 14" (ELEV 32.3) 12" (ELEV 34.8) 10' (ELEV 26.7) 10" (ELEV 32.9) 11" (ELEV 26.1) 11` (ELEV 29.9) APPLY NITROGEN AGGREGATION TO 1254 AND 1276: RETAIL: 2200 SF x 50 GPD/1000 SF = 10 GPD Registered Professional Engineers C1 ; 10 YR 5/6 ; MED. SAND C1 ; 10 YR 6/4 ; MED. SAND C1; 10 YR 6/8; MED-FINE C1 ; 10 YR 6/4 ; MED. SAND C1 ; 10 YR 6/6 ; MED-FINE C1 ; 10 YR 6/6 ; MED. SAND 1254 REQUIRES ADDITIONAL CREDIT LAND OF: and Land Surveyors SAND 260 GPD 158.4 GPD = 101.6 GPD IN CREDIT PROPOSED SYSTEM - 1254 MAIN 66` (ELEV 28.0) 62" (ELEV 30.6) 54" ELEV 23.0 60` (ELEV 28.7) 50" (ELEV 22.8) 63" (ELEV 25.6) 101.6 GPD x 40000 SF/440 GPD = 9,236 SF PERC RATE _ <5 MIN. / INCH 78 North Street - 3rd Floor C2 ; 10 YR 7/4 ; MED. SANDC2 ; 10 YR 7/4 ; MED. SANDC2; 10 YR 6/3; MED-FINE C2 ; 10 YR 7/4 ; MED. SANDC2 ; 10 YR 6/4 ; MED-Fl APPLY CREDIT LAND RESTRICTION OF 9,236 SF OVER 1276. Hyannis, Massachusetts 02601 NE C2 ; 10 YR 7/3 ; MED. SAND SAND SAND LTAR = 0.74 GPD/SF (CLASS 1) 132" (ELEV 22.5) 132' (ELEV 24.8) 120" (ELEV 17.5) STRATIFIED 120" (ELEV 23.7) 126" (ELEV 16.5) 126" (ELEV 20.3) ON 1276 THIS LEAVES AREA FOR SEPTIC FLOW OF: MIN. LEACHING AREA OF S.A.S. REQUIRED: Phone - (508) 771-7502 NO WATER TO 132 ELEV 25.9 NO WATER TO 132 ELEV 26.0 NO WATER TO 132 ELEV 26.0 NO WATER TO 132 ELEV 26.5 NO WATER TO 132 ELEV 22.5 NO WATER TO 120 ELEV 17.5 NO WATER TO 126 ELEV 16.5 NO WATER TO 126 ELEV 20.3 20,017 SF - 9,236 SF = 10,781 SF 260 GPD/0.74 GPD/SF = 352 SF MIN. PERC O 48" (ELEV 32.9) PERC O 40" (ELEV 33.7) PERC O 48 (ELEV 29.5) PERC O 48 (ELEV 23.5) PERC O 52 (ELEV 26.5) 10,781 SF x 440 GPD/40000 SF = 118.6 GPD PROPOSED SAS: Fax - (508) 771-7622 RATE= <2-MIN/IN RATE= <2 MIN/IN RATE= <2 MIN/IN RATE= <2 MIN/IN RATE= <2 MIN/IN FLOW OF ONLY 110 GPD PROPOSED ON 1276 WHICH IS N ' www.boxter-n a com CLASS i SOIL CLASS I SOIL CLASS I SOIL CLASS I SOIL CLASS I SOIL 2 8.5 L x 4.83 W LEACHING CHAMBER UNITS y LESS THAN THE ALLOWED 118.6 GPD WITH 2' OF STONE ON SIDES, 4' OF STONE AT ENDS I CERTIFY THAT ON I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE SIDEWALL AREA: 8.83' + 25' x 2 x 2' DEPTH = 135 SF DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME ( ) CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CUR 15.017 BOTTOM AREA: (8.83' x 25) = 221 SF TOTAL EFFECTIVE LEACHING AREA = 356 SF SIGNATURE DATE VARIANCES SYSTEM DESIGN CAPACITY: 356 SF x 0.74 GPD/SF = 263 GPD>260 OK. SEPTIC TANK SIZING: FIRST COMPARTMENT= 260 GPD x 200% = 520 GAL ' TITLE V SECTION 310 CMR 15.203: SEWAGE SYSTEM FLOW DESIGN CRITERIA SECOND COMPARTMENT= 260 GPD x I00% = 260 GAL 48 HR AND 24 HR = 520 + 260 = 780 GAL MINIMUM SEPTIC COMPONENT SIZEING FOR SYSTEM DESIGN: REQUIRED = 1000 GPD USE 1500 GALLON H-20 TANK, MINIMUM PROVIDED = 260 GPD (ACTUAL SEPTIC DESIGN FLOW FOR BUILDING USED, PER DEP POLICY WITHIN ZONE 2) GREASE TRAP SIZING: 10 SEATS x 15 GPD/SEAT = 150 GALLONS �ytN OF MA S T A M P USE 1000 GALLON GREASE TRAP, MINIMUM ALLOWED moo`�' IUTATrr+Ew W. o EDDY v CIVIL _. . .".._ PROPOSED SYSTEM - 1266 MAIN STREEf: N0.43183 4 Mq MAIIy�ANO N PERC RATE = 5 MIN. / INCH �o 4Fc �""'�■ Ao83 LTAR = 0.74 GPD/SF (CLASS 1) �`�SS�oNA►.MIN. LEACHING AREA OF 40 », „ _. ".. A.S. REQUIRED ......... ,_......... ......._ 4 � 2 BEDROOMS 220 GPD DESIGN FLOW, RK " SCH "'£%`%y'< 220 GPD/0.74 GPD/SF - 297.3 SF MIN. 4 40 PVC VENT � �...{ 1.,"'. NITROGEN AGGREGATION WITH ANIMAL SCREEN 1•'=36: � \ f 2 - �1 / CONSULTANT -CREDIT LAND' :sue. , PROPOSED $�S.' AREA`-_9,,241 SF ; " »~ ' `f� - D �- 00 / 2 - 8.5'L x 4.83'W LEACHING CHAMBER UNITS 35, ,,,,, . " " �`} >r �" G M,r 8.83'W X 25'L o '4, •, , , 1.2 7 I WITH 2' OF STONE ON SIDES, 2' OF STONE AT ENDS J CH ! ,� 3' 1') x 2 x 2' DEPTH = 119 SF " ST�RMWATER,MANAGEMEIJT' .. 4ar p, '✓„' CT J�-�-i" (PSIDEWALL 3. ,, _.. . ........_.." r r t FACILITY1 BOTTOM AREA: LEACHING R '- „ /I n , :s ". , " - 3 35 "• `7"''~"_ EFFECTIVE LEACHING AREA 304 SF '��. •� � TOTAL EF " ..... � 37, ;-� £ 36 .10.9' f`'';` ` \ `f. SYSTEM CAPACITY = 304 SF x 0.74 GPD/SF=225 GPD>220 GPD, 3 r. t , 36 CORESE SEPTIC TANK SIZING: 220 GPD x 2001� = 440 GALLONSf7f , `,. Y r• a r,�au0rt�.fi.'••yJ yfy "r,•... . a aaa,, a sa`a�ssy.a � a r SA r f • f f ; {1'`; >"/i " a S USE 1500 GALLON SEPTIC TANK MINIMUM ALLOWED a£rir''i %f a°e'a°• s.> :.s°r r'.atror'lJao'a"�, , _,-....... r{" • i `',,, i s ``.,,£ '4+.,. ,�} 4~aCsa`J,aO "» a " _ .�.fi 45 LF 4 SCH`` - f GARBAGE GRINDERS NOT INCLUDED NIA 40 PVC AT 2% ( ) / ' .{ '" .f .Ay+ ^£''!� b 'rJ'/a n ) a' „a''r�ri.',r Sb •S +'3 f'J. .J, f; ' f, i,) uCS„L '- fJ Q' '!J;.> .?./�.-- # � ••''} a,u�uyy!s,.,f., cy'.a a;£s a !•„ �i`, s •%". i° !'f a• s £b sri„a sa r £s, ., / ,;..✓ ''*. `+. ,. r i a i,:a,,a y J,tb -> `fr". ,, ✓ ari�'+�F}S:• rr raSsiiif'. f \ f;i ff .., ._ '*,•.f `°� .,,,f � ,�., •F/..ice✓' w.,,,,../'' fs 1/ �/ ^ii E »S,G,. r i '°, 2 ', ......_....._.�."..,.. � r, ,1000 GALLON PREPARED FOR : µ' { ., t f (3) FXISTING x " ' COMP'AR NJ / p G EASE TRAP ` 35 CESSPOOLS TO ;,J a; SEPaiC TAN 1 ,' , < \ Benjamin J. Losordo PUMPED '',AND OVED "� / , 12 L? 4" CAST IRON V 1 ILITY NOTES: / O , KITCrTI SEWER A 2% ,, t..,,.,€. I €:Q.:;#f f Trustee of the 36 f� d' ? s•.yA ' 'E:'`:E xkE: FIRE ,: -,,,,' 1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST ;:, ; 'f.,b� .+,` ':',i ` *, a,NS MILLS a Is cE DI ..ff•./3 i r #- F „�„�. � t ,/ #, ;f -.,34 f{ �F f ;'= ', tF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, F ;p O , w. i....., ,-/ > R '", > s t r ;;rF <j'„ OF ALL EXISTING UTILITIES rust > E E 32 ~' ' " i! BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, S B Nominee T 1� PARCEL CONDUITS AND ONES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY Nor BE UMITED TO THOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY 30 } 's- } if " -;,."_ , R O VERIFIED BY THE OWNER, THE ENGINEER, OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES P.O. BOX 1637 # O fff WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION I f , EN , 02563 ::"-:::::;'��''.,::;:�::::,t............._ ""'�""'_"- '- "... " INFORMATION DIFFERS FROM PLAN INFORMATION THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN AT UTILITY "•�� Sandwich MA f {. ; ...€ � ...". ; 1.f SERVE ;SA ,,/ t ,'•, ' r Jam, CROSSINGS, VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS,-TELEPHONE & DATA/COMM AND RELOCATE IF CONFUCTING WITH 37 10 L AST IR6N PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND UTILITIES 150Qt'GA ON I '`' "��'"' ,�' 0 SANITARY SEWER � T 2% \ AS REQUIRED. 3.... t !rr 1 ; "" f,i`f; SEPTI .TA �' p / # �'•, (' wf 36 20s1 � 2. 12 MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. 7f t }\ s i•. e ? F € • € { € I 3 ", M '"' '" f``' # 8.83 x 21 } --� 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN'WATER AND SEWER LINES. WHERE WATER UNES CROSS SEWER LINES, THE PROJECT TITLE ! , `,`:€ O ,; LEACHING ""'••" SEWER LINE SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18" BELOW THE WATER UNE. THE SEWER UNE JOINTS SHALL BE LOCATED " y ,, i fi jt>. D-BOX f4 3 { • € I £ 1 } .;...f # CHAMBER " !.; EQUIDISTANT AND AS FAR AWAY FROM THE WATER UNE AS POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL AND/OR VERTICAL SEPARATION Proposed I Development (( p�� _ ed Commercial t `'`•,d € :{ ,"».: € I ` } �Iv 2 ( Isis H ( ® }::;" # ' :r i s;' i { AS STIPULATED ABOVE, BOTH THE WATER UNE AND SEWER LINE AT THE CROSSING LOCATION SHALL BE CONSTRUCTED OF MECHANICAL JOINT 1254, 1266, & 1276 >. CEMENT LINED DUCTILE IRON PIPE FOR ONE FULL 20 PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. THE • € RtJTI F 'AL { E f {} E tt ,»' EN i� JOINTS FOR BOTH PIPES SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH PIPES SHOULD BE PRESSURE TESTED TO 150 PSI Main Street ,f;j '?A1fIS'",CAPE i�:'C '��:' # t . t j€j '. �N•• � i €`€ € " �� ., /� -� � '% TO ENSURE THAT THEY ARE WATERTIGHT. r., O lII"'v)!S SPINA' E€ # € fi 1 { f f € t FF OHO N3 / }{+F f" sf{.,•'; SK ", 6 F`G 4 € ;, t :- f {;E { ' {E f ; > } f _ Barnstable Osterville`J, MA „ :f: € E p t c '- f 4. THE ON SITE WASTEWATER TREATMENT FACIUTIES (SEPTIC SYSTEMS) HAVE BEEN DESIGNED, AND SHALL BE CONSTRUCTED, IN ACCORDANCE WITH 310, PA§�!`EI '( ' € t ,} F :p. E { # ;. 3 f i. tE s, i 4 ti E¢ :XIS .1r:, ,i;+,/.�.�.. 1 .:, 0 :. f - 1 > . .J f II € # :--,,r i € /,, #€, f/ , CMR 15.00 STATE ENVIRONMENTAL CODE TITLE V. - s Ei } ;,'s • f,, '�^, g;. f I } Ii { 4 l f t -'.. .; : E( f s 2s,G.4'ys''k i`%": r•, is f F ' ' i - # fs;D, .er., -,•. -y'• k. ?.Q / r.,,;. 'y E # 13 ,' r,.; € s 5. ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS OF THE C-O-MM WATER SUPPLY q1p ; -'---SAFE � aNE-61�OF1Y � / t.. I _ t I t %: € s33, f E ". c r�r,•,,,:.<,.t...i } � DIVISION AS AMENDED TO PRESENT. DIVISION HAS AUTHORITY TO AMEND PLANS. IF ANY CONFUCTS WITH THE CONTRACT DOCUMENT OCCUR THE HIGHER `' { ` R'•- s' { `�" EN 't''I �• i ��bra'" ';1 € � STANDARD SHALL APPLY. THE WRITTEN SPECIFICATIONS OF THE WATER DIVISION ARE HEREBY INCLUDED. BY REFERENCE AND ATTACHED AS AS e , k I { # € # ,s !•i f :^' i E SEPARATE DOCUMENT. f e.. $33gg E{} { £ r 14_ ,,,4M.,,SC ; ' 6. VALVE BOXES AND CURB BOXES SHALL BE BUFFALO OR PIONEER AND d O 'SHALL BE FURNISHED AND INSTALLED FOR ALL VALVES. THEY SHALL BE Y 4 { E f PVC SEWER, CAST IRON, TAR COATED, SLIDING TYPE ADJUSTABLE VALVE BOXES TOGETHER WITH CAST IRON COVERS. SEE WATER DIVISION REGULATIONS. € f' MAINTAIN EXISTING INV OUT AT,.34.`8��;�'�� ''��f � 'Y, , # € �„ PROPOS D 7. TYPICAL COVER OVER WATER UNE SHALL BE 5. IF LESS THAN 4 OF COVER IS PROVIDED, INSULATE WATER LINE AGAINST FREEZING. I � ;. -'""� OVERHEA� ELECTRIC, t „s,,,,".,..;.................... ...1,,,,;,,,,`,,..,..,..,.,,,., �.,f:..._:...,':, �'" € ' , ' ':} t x 8. C-0-MM WATER SUPPLY DIVISION APPROVED WATER SUB ( ;!..",.....,.....................................,....,.. ..//i/, ."..,.-_f-..._.�. { � t �E f, , _ _....... O ,',-f � ,, �r;; W TELEPHONE, CABLE CONTRACTOR AND INSPECTOR REQUIRED. COST OF THE INSPECTOR SHALL BE BORN BY THE >�!;, • " 'y'r:'y ,`.: ,/,, .: , > CONTRACTO ATER SUBCONTRACTOR. f�,Vv?.it:/�•• ;y%%!/rili,il, i>;/r'%, !!3,' CESf'.• / f� ,1 � G(• �i • � � i •€. {� € s i f f, '':. .. E �L� £':.:/..� ,,,,»f:e�f./': -.,.,, ,,�� „r ;w�.°;��'',� '. �"f�R VI'O5E75�,,, �;,.C,.'" ANp' ;�"� ,' w �...", GAS SERVICE DAT VI ,f -. ... ............ � :, AI SER TOR i R W SUB .� / € € C: y,J 9. GAS, ELECTRIC, DATA COMM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK, EQUIPMENT AND MATERIALS FOR INSTALLATION OF THESE �, I i, _ 37 " / UTILITIES SHALL BE OWNED AND PERFORMED BY THE CONTRACTOR. UTILITIES SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET U.O.N. OR :• 5 € ?i i'�w } E s :i, q"ii ',i„ f.... %l''{�)%C{{�jt{I�'J!!: " Ip • jf �''E , . ff W f ,�,,,,I,,. '" OTHERWISE DIRECTED BY THE CONTROLLING UTILITY COMPANY. CONTRACTOR SHALL COORDINATE ALL FINAL LAYOUTS AND DETAILS WITH APPLICABLE ' - " r -SAFE � UTILITY COMPANY. �`" 1�276MA1 S'Ir I ` 1266MAN Sl: s">. :€ a ., " >% "",,..." f 4.f # *PROPOSED OMESTIC I ,:E wfJ. `, f_ - ' SERVICE AND 1284 ST. .�"". - ,"-�, _»". ,, . w µw ,,. t' i E �,,,,",,,) _..,.. -. ,,,_»„ � 10. POWER AND COMMUNICATION DUCT BANKS SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 1(tC-832. WHERE A DESIGN BY THE UTILITY COMPANY f € WATER S " ,' y.s<;f....:.::::............_.. .w,:. /€ ,;, _ ....................... ,�::..,_. :.:: : r`;, F _„_...__"�....,., } ...,,,,,_,.._.__...,,....... 9 ........_._. - a•�3" ., q .,...W_.,,...,". r _.. p OR MEP ENGINEERS PROVIDED THOSE SHALL SUPERCEDE #C-832. �' RD STOP ENG RS ARE .,.. ;. .•". .-„}!6 "...''nl`..... ,. ......,qa-.�.�;:{c'..- fry' `:7 ................ ... `6 _ " ` ' -- -- " "'.• f .;%f r „ "-.."..""""'...""' t ,,.,.,- ..... 11. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT Itfk, ; #� , "" ....»_.,,..._,,,-- SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. ALL COMMERCIAL LIGHTING SHALL HAVE ";€ yb,I>Lz;'li r 3 °`"" "''-"""""" HEIGHT ABOVE GRADE. H DESIGN HALL MEET THE REQUIREMENTS OF THE CAP OD COMMISSION AREA _,:�Q .:- {�€h>�..• �K y TH FIXTURE HEIGHT SET AT 20 MAXIMUM ' `'' `'% E X E LIGHTING S E C 0 JKL 11/09/17 PER SITE PLAN REVIEW COMMENTS � TB-9 5 001 "EXTERIOR LIGHTING DESIGN" 00 - �n .."",,,.. NO BY DATE DESCRIPTION ,». t r.,.,..""-."...,..1......,.-.."..,,...."...,.....,..»_.,., { �./�'•.i:::;»if�f{..b trrj:.;;: s 1 m I 15: € DEL O;t %,.ELK 1 ` y,.E" € °"" s ";,,a„ p�„n�H 12. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT. BACK FILLING OF TRENCH SHALL 0 ' ' YDs :''f� -"i"' ""'� W`r' `'" f3� % �� %�� ' W I INCLUDE 12" IN DEPTH PLOWABLE FILL TO THE BASE COURSE OF THE SURFACE TREATMENT. THE SURFACE TREATMENT SHALL THEN BE REPLACED IN SHEET TITLE ! ": A l a s s E ./E,,i G C yh w r r c f BONNET �B-ELT y i =,J L�t,�I ,'.:,t4.,��£, r � i; � G f � j �/..., KIND. 0 ,@,,.,,_.i...ss , ;:,£;,3 x .. L.r.� If-. r'},b f "0; I .:4;" / ■ w.r " ,.'' 13. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BACKFILLING FOR ALL UTIUTIES AND MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE Septic System and o '" # s ° t i } ; "} OF THE PROJECT AND CONTRACT DOCUMENTS. CONTRACTOR SHALL REFER TO MEP AND LANDSCAPE PLANS BY OTHERS FOR ADDITIONAL INFORMATION` f' {:s€ Ot f� f ,.,. AS APPLICABLE. ■ ri ...-..,",;......`f.3. }hf..,.....-." (/ (6'}'>,yy,,, ,.... �'' }}''it':".::ti'::..",.,,,..,.,.y:ro f';v, ,,,,,,,,,,,,,,,, c}'• J .u... •: 'f,),},A,s..: ,,,,/.,.,.,. �'£„} ,'.t{.f- -t, -� __ __ E--fi€'' ,,9 € y .- :;' ;,...•,,.,Li 6'1'ir..-,. ,,.. {tp` ,4y *,.j E,,4,:1`• ---i-':c---� F,i%,." "" { -a/-.., "'-'F,•,�'. }f rs'{s%,,,..-f,,-.--, ,,,..--:J("f'�.,_,£.;':,,-.,i,,,,,,,,... 3,L'% ,. ' ..,.-••/.=^; �: f"' „ _ ....... y...,.. M.... » --` ACCORDANCE WITH THE CONSTRUCTION DETAILS y n ^. 14. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED Utility a BY THE CONTRACTOR IN 3 ,;;"€}r, ..... s�s1 � """"-'"-"`-w-""" - PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. r 15. ALL COVERS, CURB BOXES, GRATES, AND OTHER FINISH SURFACES SHALL BE RESET TO THE NEW FINISH GRADE. SHEET NO 0 `n 16. THE FIRST 10 FEET FROM THE BUILDING FACE FOR STORM DRAIN, SEWER AND WATER PIPING SHALL FOLLOW THE PLUMBING CODE. THIS INCLUDES o ; Y THE FIRST 10 FT OF STORM DRAIN AND SEWER PIPE TO BE CAST IRON MATERIAL. REFER TO PLUMBING PLANS BY OTHERS AS APPLICABLE. C5wO r_1 o 18 WHERE UTILITIES CALLED OUT TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED CONTRACTOR SHALL OWN REMOVING PIPE AND N . : If APPURTENANCES AS NEEDED WHERE THEY CONFLICT WITH PROPOSED WORK. D A T E OCTOBER 10, 2017 fah i 20 0 20 40 J 5 pry s I SCALE IN FEET (� SCALE : 1"=20' o Q p a 11�1 1I� �55 J DRAWN BY:JKL CHECKED BY: MWE ` E J O B N O: 2017-050 FILE : 2017-050 UT.dw 0 -0 N 0) 7 n M ,A � ,", R NYE ....YJ T E .y R • '^y. 1254 MAIN STREET - SEPTIC SYSTEM PROFILE RUN TANK VENT NOTE - ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. � tE INDEPENDENTLY ON OUTSIDE OF BUILDING OR NYE TIE TO INTERNAL VENTING. CODE)WORK PER PLUMBING (2) 24- FRAMSES AND COVERS AT F.G. SET MANHOLE FRAMES ENGINEERING & & COVERS TO FINISHED GRADE. OP OF FINISH FLOOR=38.5.+ FINISH GRADE-36.9t RISERS & COVERS SHALL BE WATERTIGHT SURVEYING FINISHED GRADE=37.6t 24"t 24' 1 ADJUST TO GRADE WITH 8" FINISH GRADE=36.9t SET COVER TO FINISH GRADE WI SCH 40 PVC VENT VENT 2" 6" C.I. TEE SEWER BRICK WITH 3/4' CEMENT RISER & COVER SHALL BE WATERTIGHT WITH ANIMAL SCREEN MORTAR WATERPROOFING OUTSIDE �\ Z rl ' 3" MIN. AIR GAP � SET RISER & COVER TO WITHIN 6' s Registered Professional Engineers KITCHEN SEWER: (CUT C.I. TEE ) 4 LF 4" SCH TOP OF TANK-35.20 OF FINISH GRADE. RISER & COVER �t 12 LF 4" CAST IRON AT 2X _ - 12" 40 PVC AT 2.5X 3' MIN. FINISH GRADE=36.2t SHALL BE WATERTIGHT N and Land Surveyors INV OUT=34.80 INV IN-34.55 -f INV OUT-34.30 '• ; " 4" SCH 40 PVC 45 LF, MAX. 4 SCH MAXIMUM GRADE OVER LEACHING SYSTEM = TO GREASE TRAP D.I.P. PIPE. CAULK & TYP, SEAL CONSTRUCTION JOINT " MIN. IN. CONSTRUCTION 40 PVC AT 2% 36.2f SEAL AROUND PIPE 3 78 North Street - 3rd Floor " r WITH BUTYL RUBBER ON ALL WATERTIGHT-TYP. FOR 4-0 38 min PRECAST STRUCTURES (2) INV IN=34.20 < - • FIRST 2' (TO 2" OF �� " DOUBLE 10 MIN. NV OUT=33.95 » ENSURE PROPER Hyannis, Massachusetts 02601 SANITARY SEWER INLET & OUTLET LIQUID r F, BE LEVEL) WASHED PEASTONE ELEV=33.24 9 (min) Cover pipE CONNECTION » (HEIGHTS NOT STANDARD) 24 min LEVEL 5-o �' ii -PVC TEE 7 LF, MAX. 4" SCH OR FILTER FABRIC 36" (max Cover 10 LF 4 CAST IRON AT 2% C INV OUTi34.40 ANCHOR TEE TO ST. STEEL CLAMP & EXP. BOLT ON LIQUID BETWEEN ALL GAS BAFFLE 2» 40 PVC AT 2X CHAMBERS w/4` Phone - (508) 771-7502 TO SEPTIC TANK 5" WALLS WALL INSIDE OF TANK TYP. BOTH TEES LEVEL � �- CONCRETE LEACHING CHAMBERS SCH 40 PVC . . 4'-0" GAS ;' INV IN=330 M . INV OUT=32.88 - SLAB=29.5f . 5 -7622 s" SUP FOX (508) 771 1000 GALLON `• 4 DIA. PVC PRECAST SEPTIC _ _ REINFORCED CONCRETE BAFFLE r SET ON LEVEL CRUSHED BAFFLE 6" CRUSHED ► F- WWW.baXter-nye.com STONE BASE INV IN=32.74 0 O O 0 !� 0 FOOTING TANK, H-20 LOADING i u 6" STONE BASE •' '• N w O O O 0 • • BOTTOM OF • ' o O O 0 -CHAMBER & STONE 9' LONG ':+�'-L�';' :" e ' �""•��.,.� ' : •y. •a; :�� '� �`� UNSUITABLE SOILS, IF ENCOUNTERED BELOW = » - 1 ELEV 30.74 UNDISTURBED EARTH 5'-3" WIDE 6�E UAHED STONE THE PEASTONE ELEV (TOP OF SAS), SHALL BE 5' MIN GALLON GFEA +M TW REMOVED TO THE "C HORIZON" AS REQUIRED j DOUBLE WASHED STONE �GALLON TWO-COWARTT SUM TAW SON BOX - SEE CONSTRUCTION NOTE #5 HEREON. 1 No Groundwater Observed O Elev=22.5 a lH-�� SHOREY ST1500-H2O OR EQUAL NOTES: TO BE INSTALLED ON A LEVEL STABLE BASE SHOREY DB-9 H-20 OR EQUAL Sr ABSORPTION SYSIM(SM)LEACHM CHAP H-20( � SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY TO BE INSTALLED ON A LEVEL STABLE BASE NOT TO SCALE A. GREASE TRAP WILL BE SET ON A LEVEL STABLE BASE. B. GREASE TRAP WILL CONFORM TO H-20 LOADING SPECIFICATIONS. 100" C. ACCESS COVERS WITH 24" COVERS SHALL BE CONSTRUCTED TO GRADE OVER INLET AND OUTLET PIPES. 4.0' 4.0' 4"(8"H-20) STAMP S T A M P D. GREASE TRAP SHALL BE INSPECTED MONTHLY AND SHALL BE CLEANED WHEN :., :. . . 20" DIAL �NOFlH,gs THE LEVEL OF GREASE IS 25X OF THE EFFECTIVE DEPTH OR AT LEAST EVERY " :. :. 3/4 -1.5 DOUBLE WASHED'$'PONE'.. 0•. o�� 3 MONTHS. ® O ® ® rm W MATTHE � E. EXISTING GREASE TRAP TO BE PUMPED OUT AND FILLED WITH CLEAN SAND. , . , O _ W. REUSE EXISTING MANHOLE FRAMES AND COVERS IF NOT DAMAGED. 8.83 8.5 4.83 2 CHAMBERS 3" ® ® ® ® ® ® M CIVIL `� :: ® ® ® ® ® ® ® .431 � No 83 � N O� G/ST1✓•� �' �S8fONA1.ECG - 25.0' 102" IT CONSULTANT PLAN OF SOX ABBOWTM SYSTEM WITH 500 GALLON PRECAST LEACHM CHANBM NOT TO SCALE CONSULTANT SEE SEPTIC SYSTEM AND UTILITY PLAN, SHEET C5.0, FOR SEPTIC SYSTEM DESIGN REOUIREMENTS AND SOIL TEST INFORMATION PREPARED FOR : Benjamin J. Losordo, Trustee of the S.B. Nominee Trust P.O. Box 1637 Sandwich, MA 02563 1266 MAIN STREET - SEPTIC SYSTEM PROFILE NOTE - ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. PROJECT TITLE Proposed Commercial development EXISTING DWEWNG - 1266 MAN sr 1254, 1266, & 1276 EXISTING FINISH FLOOR=38.9t Main Street EXISTING GRADE=37.0t SET AT LEAST ONE MANHOLE FRAME » & COVER TO WITHIN 6' OF FINISH GRADE. SET MANHOLE FRAME 4 SCH 40 PVC VENT Barnstable (Osterville), MA RISERS & COVERS SKALL BE WATERTIGHT & COVER O GRADE (LOCKABLE) WITH ANIMAL SCREEN RISERS & COVERS SHALL BE WATERTIGHT Z FINISH GRADE=36.3 -FINISH GRADE=36.5 SET RISER & COVER TO WITHIN 6" a OF FINISH GRADE. RISER & COVER SHALL BE WATERTIGHT N 11 LF 4 SCH 40 3" MIN. MAXIMUM GRADE OVER LEACHING SYSTEM = SEPTIC CONSTRUCTION NOTES PVC AT 2% " '` 3 LF 4" SCH 40 37.2 PVC AT 2% 2" OF - DOUBLE 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V IX. INV OUT=34.8f 6' MIN. WASHED PEASTOND DOUBLE 4.30 ENSURE PROPER OF THE STATE SANITARY CODE DATED SEPTEMBER 9 2016 AS AMENDED INV IN=34.58 10" MIN. _ FIRST 2' (TO BE LEVEL) " (min) Cover PIPE CONNECTION THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS INV OUT-34.33 » OR FILTER�ABRIC36 (max; Cover BETWEEN ALL APPLICABLE. 2" _ TA� INV OUT=3' CHAMBERS W 4"IX. SLAB=30.9f ;,. GAS BAFFLE ► HAMBERS SCH 40 C BY THE ENGINEER. C CONCR LEACHING C INV IN=34.27 " SUMP 20 LF, MAX. 4" SCH 40 ,.,., _ , GE TO THIS PLAN MUST BE APPROVED IN WRITING2 ANY CHAN14PVC 2X W 4 DIA. PV ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR C AT APPROVAL BY THE ENGINEER. REINFORCED CONCRETE 6" CRUSHED • ' • :t cFi INV IN=33.90 0 0 ES BASE ..•.; •. ::•• :y fi :•. a O O O O + BOTTOM OF �::'`.'`. "�`'" :•' •' `• '" :`• a 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE ?„ "..•: -r W -CHAMBER & STONE BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. 6" CRUSHED " ' '' "A'`•''" UNSUITABLE SOILS, IF ENCOUNTERED BELOW r _ ELEV=31.90 � .•,:••: .•.,.:..•:. •:•..•.•• STONE BASE THE PEASTONE ELEV (TOP OF SAS), SHALL BE 5' MIN LDOUSLE WASHED STONE 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHEDULE 40 PVC. UNLESS _J REMOVED TO THE "C HORIZON" AS REQUIREDOTHERWISE NOTED HEREIN. Q =0 GALLON ONE:9QWARTWM SEPTIC TANG(H-20) DO BOM BOX*20) - SEE CONSTRUCTION NOTE #5 HEREON. � No Groundwater Observed O Elev=22.5 NOT TO SCALE 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON" , FOR A NOT TO SCALE SOL ABSORPTION SYSTEM(SM) LEACHM CHAM3M W20(T "=J HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH 1� JKL 11/09/17 PER SITE PLAN REVIEW COMMENTS 6� NOT TO SCALE CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF NO BY DATE DESCRIPTION 0 100" COVER.CN SHEET TITLE " " 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER DISPOSALS. Septic Stem Design --4 20" DI A�-- 2.0' 2.0' 4 (8 H-20) s. THE CONTRACTOR SHALL CONTACT r+ CAUTION. LL CO ACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS 3/4"-1.5" DOUBLE WASHED--STONE".... a:0' Profile & Details ® ® ® O ® ® ® BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING 8.83' 8.5' 4.83' 2 CHAMBERS 3" ® ® ® ® ® ® ® ih UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING :.•. .. o . : :..• M MAY NOT SHEET NO •• UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY � BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY rl : 2.0� ® ® ® ® ® ® ® N BERIFIEDFULL BRESPONSIBLE OWNER FOR ANY AND ALL REPRESENTATIVE. DAMAGES MACH MIGHT BE AGREES TO o CN OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE THE UTILITIES EXACTLY. C5w I IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR J 102" SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY a I 21.0 - CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, DATE . OCTOBER 10, 2017 TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED v PLAN OF WL ABSORPTION SYSTM WITH INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL o500 GALL-ON PF�CAST LEACFNO C UNDERGROUND UTILITIES AS REQUIRED. ' 'L 9. THE PROPOSED U11UTY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL SCALE : NOT TO SCALE �. o pa NOT TO SCALE LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. i E DRAWN BY: JKL CHECKED BY: MWE o 0 J O B N O: 2017-050 F I L E: 2017-050 PS.dw i =3 n M mmerclo Pr P sed C I Devel ment ■ ■ 0 BA XTER NYE Site Construction Plans 1254 1266 & 1276 M in Street ENGINEERING & I I SURVEYING Ostemolle Massachusetts, Registered Professional Engineers and Land Surveyors 78 North Street — 3rd Floor Issued for : Review - Site Plan Review 10/10/2017 ■1,a-00 � JL Hyannis, Massachusetts 02601 Prepared For : Phone — (508) 771-7502 Fax — (508) 771—7622 www.baxter—nye.com Project Number: 2017-050 Applicant : Engineer/Surveyor: SB Nominee Trust BAXTER NYE ENGINEERING & SURVEYING P.O. Box 1637 Registered Professional S T A M P S T A M P Sandwich, MA 02563 Engineers and Land Surveyors a" `. .. AAA„IMM , 78 North Street - 3rd Floor, Hyannis, MA 02601 W EDDY Phone - (508) 771-7502 Fax - (508) 771-7622 CIVIL ry Q Lightship Dental - ,o G. 43183 �_ oESUSia ATTN : Matthew Eddy ��F��O,STEa�°, , SS10NAL EN6 ''94 Main Strec,; CONSULTANT SITE j LOCUS CON SILTANT Locus Map Scale 1 " = 1500' PREPARED FOR : a Benjamin J. Losordo, Trustee of the =,1y S.B. Nominee Trust P.O. Box 1637 Sandwich, MA 02563 Plan Sheet Index 4*00 PROJECT TITLE No. Drawing Title r , Propos ed Commercial Development , r CO.0 Cover Sheet 1254, 1266, & 1276 Main Street . r C1.0 Legend and General Notes Barnstable (Ostervi►le) MA C2.0 Existing Conditions Plan C3.0 Layout and Dimension Plan - C3. 1 Truck Turning Template Plan -- C4.0 Grading and Drainage 1 g Plan C5.0 Septic System and Utility Plan r, C5. 1 Se ptic tic System Profiles and Details Plan y R .Y e� > C6.0 Details Plan C6.1 Details Plan N NOIBY1 (DATE DESCRIPTION Ln 00 SHEET' TITLE }: 7n,CD „,. �. to r� Cover Sheet Locus Plan Scale 1 " = 500 ' u SHEET" NO 0 Ln 0Como CD (14 Pf PERMIT REVIEW ONLY - NOT FOR CONSTRUCTION DATE : OCTOBER , 2017 J a U o -j SCALE : NOT TO SCALE 0 r` Q DRAWN BY : JKL CHECKED BY : MWE r-q a o f JOB NO : 2017-050 F I L E : 2017-050CV.DWG r` m o cv v i 2 .O m AAITION.S GENERAL CONSTRUCTION NOTES LEGEN D ALL REFERENCES TO CONTRACTOR SHALL MEAN THE GENERAL BAXTER( AL CONTRACTOR OR HIS SUB-CONTRACTORS.) 25. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED l�F L'ROP BLACK TEXT REPRESENTS .PROPOSED INFORMATION SLOPES ON WALKWAYS SHALL BE LESS THAN - :� : �: :. '� ., .. � . a ,a , _ . .< :: m pOBF PROP BLACK TEXT REPRESENTS PROPOSED INFORMATION) ( ) HA 590 AND ALL CROSS SLOPES <2%. . : ; � � <;r ; �< ,.; � ;, .. �, ; s:, 4 .,: �� ABANDON 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASSDOT, HIGHWAY DIVISION, THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN C.A. L=5 .00 �, µ ADS ADJUST STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MASSDOT-SSHB), AS CURRENTLY ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD �G� •�� PROPERTY LINE DRAINAGE LINE AMENDED, `UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE AMERICANS WITH DISABILITIES -..-...-.�. , .:.-.. 00 APPROX APPROXIMATE ACT & COMMONWEALTH OF MASSACHUSETTS, PROJECT LIMIT LINE OVERFLOW DRAIN SPECIFICATIONS OR PROJECT DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. ARCHITECTURAL ACCESS BOARD. .,,,�,� - BB BITUMINOUS BERM ' , -� RIGHT-OF-WAY/PROPERTY c£,... RD - ROOF DRAIN .RIGHT OF WAY/PROPERTY LINE ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, 26. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE BAXTER NYE _ _••_,,- _.....w. S - S SEWER LINE BC BITUMINOUS CURB AS CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO EASEMENT BOC BOTTOM OF CURB FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND ANY SITE PREPARATION OR CONSTRUCTION. C ON. THE CONTRACTOR SHALL NOT ADJUST OR ENGINEE RING BUILDING SETBACK - OVERHEAD ELECTRIC, TELEPHONE do FlRE ALARM INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED_......... Bos BOTTOM of SLOPE FEATURES WITHOUT FINAL _ /; _,_, - DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH W - WATER LINE. STATE HIGHWAY BASELINE o- 10 BOW BOTTOM OF WALL JURISDICTION, SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, AS SHALL BE THE MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. SURVEYING _ Fib- FIRE PROTECTION LINE ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE BASELINE CC CONCRETE CURB 27. ALL ELECTRICAL BOTH PRIMARY AND SECONDARY TELEPHONE, PROJECT FOR SECURING ALL APPROVALS AND PERMITS. ( ), E, DATA/COM AND ------ CONSTRUCTION LAYOUT G GAS LINE CCB CAPE COD BEN FIRE DEPARTMENT CONDUITS AND APPURTENANT FEATURES REQUIRED BY THE APPLICABLE■� _..._...� � ._.....�� _ E - CSE COBBLESTONE EDGING ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR LE UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL ZONING LINE OR UNDERGROUND ELECTRIC, DATA/COMMUNICATIONS LINES CONTRACTOR. TRENCHING, BACKFILLING, CONCRETE WORK, MANHOLE AND RELATED Registered Professional Engineers •.•-�d� �•.•�.. -E/tc - IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR 9 9 TOWN LINE ECB EROSION CONTROL BLANKET NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. STRUCTURES AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL and Land Surveyors STATE LINEUNDERGROUND DATA& COMMUNICATION LINES ELEV ELEVATION CONTRACTOR/SITE CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE EXECUTION ---- _..._.._�-;�...�: FA- FIRE ALARM EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, OF THIS WORK SHALL BE INCLUDED IN THE CONTRACTORS PRICING. 78 North Street - 3rd Floor EXIST EXISTING APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF e...... .�. F8P FIRE & POLICE CABLE EQ. EQUAL BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY 28: RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL , H annis Massachusetts 02601 ...._...:.............. ------- GRAVEL ROAD Hyannis, EOP eoP ' __._.......:;;r wy�- eATv- CABLE TV FDN FOUNDATION REFERENCE. ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. ADJUST ALL - - - EDGE OF PAVEMENT OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND OTHER UTILITIES TO �:,-. FF_ FINISHED FLOOR ELEVATION FINISHED- GRADE WITHIN THE LIMITS OF THE SITE WORK. Phone - r5081 771-7502 t C; BC C, CB \ / --- BITUMINOUS CURBfy. ® CATCH BASIN (SQUARE OR ROUND CATCH BASIN) 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING _ - :�,:;�: ccB q9 g2ADE BREAK Fax (508) 771 7622 __....._...:........_.. DCB TO HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION 29. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES CAPE coo BERM DOUBLE CATCH BASIN GC GRANITE CURB MATERIALS INCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR M NOT OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. A www.baxter-nye.com Pcc TOR MAY PREPARE BASED N ALL LAWN AREAS SHALL HAVE A u u PRECAST CONC. CURB " DRAIN INLET GE GRANITE EDGING ON INFORMATION CONTAINED WITHIN THESE PLANS. MODIFIED LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS DI STAND IS ESTABLISHED AND SURFACE IS STABILIZED. vcc �:•. THE .MODIFIED LOAM BORROW SHALL a •m x7 OO DMH HANDICAP VERL GRAN. CURB DRAIN MANHOLE HC HAN 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK THE " scc 0 E HAVE A MINIMUM .DEPTH OF 6 AND SHALL BE PLACED FLUSH .WITH THE TOP OF ADJACENT -� =-�r.-. =TD HP HIGH POINT LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT CURB EDGING,SLOPED 'GRAN. CURB TRENCH DRAIN , G, BERM, OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELAY BY THE CONTRACTOR AND THE INFORMATION FURNISHED TO THE ENGINEER FOR AREAS UNTIL LA LANDSCAPE AREA L VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3.1 LIMIT OF CURB TYPE � PLUG S1U8, RESOLUTION / OF THE CONFLICT. SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS ECB OF CURLEX OR ..,,.. LP LOW POINT ( ) EQUAL. ----- SAWCUT ��•:� Fes► FLARED END SECTION 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WIT T ' MAX MAXIMUM.. H HE APPROPRIATE UTILITY COMPANIES FOR OBTAINING CONSTRUCTION PERMITS AND PERFORMING ALL NEW CONSTRUCTION, MATCHUNE '�_.../ �/ HEADWALL 30. THE CONTRACTOR SHALL WATER MOW FERTILIZE OR .OTHERWISE MAINTAIN ALL SODDED MIN MINIMUM RELOCATION ALTERATION AND ADJUSTMENT OF GAS ELECTRIC INCLUDING UTILITY POLES , , ( ), AND SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED ® CONTROL STRUCTURE TELEPHONE, CABLE FIRE ALARM WATER SANITARY SEWER STORM DRAIN AND ANY OTHER MONOLITHIC CONCRETE CURB � � � • � METHODS ARE .ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE. srd:. sWL MCC MON UTILITIES BOTH PUBLIC AND PRIVATE, AS REQUIRED. ....................... SOLID WHITE LINE ; HIGHWAY D ESCUTCHEON PIN LEAD PLUG :,:, MHB LP MASS BOUND/ <,r.. SYL S S.� MH 5. THE LOCATION T A ATION OF T S P T M P ...........:: SEWER.MANHOLE EXISTING UNDERGROUND SYSTEMS INFRASTRUCTURE UTILITIES,- S A SOLID YELLOW LINE 31. THE CONTRACTOR SHALL RESET ALL MONU NIC NOT IN CONTRACT MENTATION DISTURBED DURING CONSTRUCTION.. CONDUITS WELLS AND LINES ARE SHOWN IN AN APPROXIMATE , MATE WAY ONLY, .MAY NOT BE tr BWL AT NO A C?F DDITIONAL.COST TO THE OWNER. TH� 0 GREASE 1�! E CONTRACTOR SHALL PROVIDE A SURVEY LIMITED TO BROKEN WHITE LINE D THOSE SHOWN HEREIN AND HAVE NOT. BEEN INDEPENDENTLY V NTS NOT TI) SCALE ENTL VERIFIED BY THE BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. BYL OWNER THE ENGINEER OR THEIR REPRESENTATIVE. TH E CONTRACTOR SHALL DETERMINE THE PCC PRECAST CONCRETE CURB MO MATTHEVY BROKEN YELLOW LINE MONUMENTS INCLUDE, BUT ARE NOT LIMITED T0, TOWN BOUNDS MASS HIGHWAY BOUNDS EXACT LOCH N BOTH HORIZONTALLY AND VERTICALLY, T IC LLY, OF ALL EXISTING UTILITIES, .CONDUITS,- W. swcHL 0 PROPERTY LINE MONUMENTS, IRON RODS STAKES CONCRETE BOUNDS GRANITE BOUNDS AND _....................._........:. :�,� ® WATER MANHOLE PROP PROPOSED , . , SOLID WHITE CHANNl11ZING LINE LINES, WELD AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF EDGY STONE WALLS WITH DRILL HOLES. U wG ANY .WORK. THE 'CONTRACTOR AGREES TO BE FULLY RESPONSIBLE civil svcHL PWW PAVED WATERWAY ONS BLE FOR ANY AND .ALL. • WATER GATE. .. SOLID YELLOW CHANNEUZING LINE ,� No.43183 DYL _S11. REMOD REMODEL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE THE DOUBLE YELLOW LINE TSV TAPPING SLEEVE, VALVE,. INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES EXACTLY.' THE CONTRACTOR SHALL o IST & BOX RISER REM REMOVE PRESERVE ALL UNDERGROUND INFRASTRUCTURE F sL L AND UTILITIES AS REQUIRED. THE EXCAVATION SAFErY ss STOP LINE " �� _ /ONAL E CONTRACTOR MUST CALL DIG SAFE AT 1 888-DIG-SAFE AT LEAST 72 HOURS BEFORE � PRESSURE REDUCER RdcR REMOVE AND RESET ( ) ALL EXCAVATION THE START OF CONSTRUCTION. A ON MUST FOLLOW OSHA, MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. SIAMESE CONNECTION R&S REMOVE AND STACK ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT r 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR FROM THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. m.....::.......:..:>;... � STEEL GUARD RAIL . Yo ,................:... ..:.. - - - FIRE HYDRANT RET RETAIN INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN CONSULTANT WOOD GUARD RAIL t�x;�� wM REQUIREMENTS, AS APPLICABLE. STOCKADE FENCE o WATER METER SGE SLOPED GRANITE EDGING ......�........�3.:......;;;_. -o-o-o- , PI PN SGc SLOPED GRANITE CURB DRAWNGS STATEMENT: • POST INDICATOR VALVE 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE,..INCLUDING .. . . .. . . . . .. ............ PATH•••••••••••• THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN SEE CHAPTER 370 ACTS OF AS- BUILT Yt'ELI. TIEc TIE INTO EXISTING GRADE � � ( � THE CONTRACTOR WILL PREPARE AS BUILT DRAWINGS, STAMPED BY A MA LICENSED 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. ' •�" �w'`�`' �� TREE LINE TOC TOP of CURB PROFESSIONAL. ENGINEER (PE) .CERTIFYING THAT: "r0 THE BEST OF THEIR KNOWLEDGE, �- MONITORING WELL JUDGEMENT AND BELIEF, THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH .THE -x,-x_....„....... -x-x-x- CHAIN LINK FENCE IRRIGATION CONTROL VALVE TOF TOP OF FOUNDATION 8. BAXTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY- FOR DAMAGES PLANS." STONE WALL ,�•. �( SPRINKLER HEAD TOS TOP OF SLOPE INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. ' RETAINING WALL GG TOW TOP OF WALL 9. THE TERM'"PROPOSED" ROP.(PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS� " CONSULTANT p GAS GATE OR, WHERE APPLICABLE, RE USING EXISTING MATERIALS IDENTIFIED AS REMOVE AND RESET ' �.,:�w€:•:::;��,? � HAY BALES lYP TYPICAL INSPECTIONS [101 OR GAS METER LION UNLESS OTHERWISE'NOTED (R&R). 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION 1. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS AT (D ©EMH VERIFY IN FIELD BY CONTRACTOR - _a ELECTRIC.MANHOLE VIF VER ELD CON A OR NOTIFICATION AND APPLY FOR AND OBTAIN ALL NECESSARY PERMIT PAY THE. PRE CONSTRUCTION MEETING. ' THE. CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST MINOR CONTOUR S E S, ALL FEES AND. I s POST ALL BONDS ASSOCIATED WITH SAME AND COORDINATE WITH THE ENGINE 48 HOURS (2 BUSINESS DAYS) AHEAD OF A REQUIRED INSPECTIONS. :.._ ._._. _.: r,._.-.. �zo� MAJOR CONTOUR �,. � ELECTRIC BOX VGC VERTICAL GRANITE CURB H ERAS. ,a..: REQUIRED. ;r..:� ELECTRIC METER 2. AT A MINIMUM, THE FOLLOWING INSPECTIONS WILL BE REQUIRED. ..,....�a:�w..W....._,...M -Tom TOP of SLOPE ...�..� ® C �.� A. INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO 11. THE CONTRACTOR SHALL BE 'RESPONSIBLE FOR VERIFYING THAT.THE PROPOSED ...._. cos # UNIT POLE (DECORATIVE) ACCMP ASPHALT COATED CORRUGATED METAL PIPE COMMENCING CONSTR .BOTTOM of SLOPE IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING UCTiON. � FLOOD LIGHT CAP CORRUGATED ALUMINUM PIPE INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE B. BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT (SWM) FACILITY. C. AT COMPLETION OF INSTALLATION OF EACH SWM FACILITY PRIOR TO ' > DISCOVERED,. THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY BACKFILL. . PREPARED E P A R I ED FOR . LANDSCAPE LIGHT GIP CAST IRON PIPE D. FINAL STABILIZATION AND PLANTINGS PRIOR TO ' (L- UPON DISCOVERY. AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION REMOV.NG ANY SEDIMENT AND BUILDING EROSION CONTROL DEVICES. SINGLE LUMINAIRE OF THE .AFFECTED WORK.. Benjamin J. LOSOC'C�O H aT CHANGE IN TYPE E. BN WILL NEED T T ' ;n�w� �EN BUILDING DOOR 0 WITNESS A REPRESENTATIVE UTILITY INSTALLATION BEFORE BACKFILL ■-•-■ DOUBLE LUMINAIRE FOR: ,, CMP CORRUGATED METAL PIPE 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND. STRUCTURAL DRAWINGS FOR Trustee Of the �:, �LD LOADING DOCK TRIPLE LUMINAIRE ALL BUILDING' DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE - WATER _, DUIT CONTRACTOR TO PROVIDE BN WITH WATER DEPT. APPROVED INSPECTION S.B. Nominee Trust ,�I• � oHD OVERHEAD DOOR COND FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE 1 QUAD LUMINAIRE OUT BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS REPORT POLYETHYLENE o BOLLARD CPP HIGH DENSITY CORRUGATED P.O. BOX 1637 FROM THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE � WALL PACK PLASTIC PIPE - SMOOTH INTERIOR F. GRAVEL BORROW SUBBASE UNDER ALL PAVED AND CONCRETE SURFACES UNLESS ' D PAD ' ENGINEERING' & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND ( Sandwich, MA 02 ❑ DUMPSTER OTHERWISE WITNESSED BY A TESTING AGENCY.) ' S63 „ • CS CURB STOP FOR WATER LINE ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK + SIGN „ ,, G. BN WILL NEED TO WITNESS REPRESENTATIVE INSTALLATION OF VERTICAL CURBING �•�•�� SIGNAL ARM WHICH MAY BE "EFFECTED SO THAT PROPER. ADJUSTMENTS THE SITE LAYOUT CAN BE �. DOUBLE SIGN DIP DucTILE IRON PIPE MADE. IF NECESSARY. H. BN SHALL BE PROVIDED FOR REVIEW ALL TESTING AGENCY LABORATORY MATERIAL 0 MANHOLE AND ON-SITE TESTING RESULTS AS REQUIRED UNDER THE PROJECT QDOCUMENTS FOR PM • PARKING METER COMPLETE REQUIREMENTS INCLUDING BUT NOT LIMITED TO: �' -� C. -o- UTILITY POLE/GUY GUY HARE OS DOWN SPOUT 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE � / SANDY TOPSOIL E A ALYSIS,,AND MATERIAL CHARACTERISTICSOF OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY .PER. SPEC 10 --0- UTILITY POLE/GUY POIE E ELECTRIC - ALL COMPACTIO ES PROJECT TITLE Q PARKING COUNT AND COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. LILTS FOR BACKFILL. � © HAND HOLE - GRAVEL BORRO AL , N DER PAVING, SIDEWALK, SITE SLABS, PADS, . c 10 COMPACT PARKING STALLS F&C FRAME AND COVER 14. THE CONTRACTOR SHALL CT - ETC. AS TO DEPTH ERIAL PLACEMENT AND COMPACTION TESTING Proposed Commercial Development CONTACT THE ENGINEER TO SCHEDULE A PRE CONSTRUCTION RESULTS. P p ' I, .! © PULL BOX MEETING AT LEAST TWO 2 WEEKS PRIOR TO COMMENCING BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS. CROSSWALK O E CING CONSTRUCTION. tllll I� 11111111111 FAG Flzn�E AND GRATE 1254 1266 & 1276 THE CONTRACTOR' SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES TO AND ' ' Ate, SILT FENCE/HAYBALE 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE COORDINATING WITH THE TESTING AGENCY AS REQUIRED. cRosswnuc c Cris Main Street DIVERSION BERM SWALE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. HYD HYDRANT AND.HAY BALE CHECK DAM Barnstable OSterV►Ile MA •::.; .:• CONC. PAVEMENT © 16. CONTRAI�TOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL ID INTERCEPTOR DRAIN PI POINT OF INTERSECTION CONSTRUCT NI MEANS AND METHODS. BAXTER NYE ENGINEERING STANDARD DUTY FLEXIBLE PAVEMENT Q � INEER NG & SURVEYING, DOES NOT 0 INV INVERT ELEVATION ASSUMEANY 7T N RESPONSIBILITY IN JOB SITE SAFETY FOR .CONSTRUCTION METHODS USED. ALL FLARED END SECTION (FES) •••••••••••• DUTY FLEXIBLE PAVEMENT FEDERAL, STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE HEAVY �� FOLLOWED WITH STONE PROTECTION PD PERFORATED DRAIN BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES. HANDICAP RAMP � •• HANDICAP PARKING 6 PD PERIMETER DRAIN PVC POLYVINYL CHLORIDE PIPE 17. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE - CAP PARKING RCP REINFORCED CONCRETE PIPE PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. VAN ACCESSIBLE HANDICAP PAVED WATERWAY P THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN,- AND LEVEL CONDITION AT THE VAN WITH STONE PROTECTION RD ROOF DRAIN COMPLETION OF THE SITE CLEARANCE WORK. CART CORRAL S SEWER 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL BE REMOVED AS DIRECTED BY THE ENGINEER OR OWNER r Detail no. , S REPRESENTATIVE, TO P JUTE MAT IN SWAL.E SD STORM DRAIN on DETAIL OR SECTION REFERENCE NATURAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM, PEAT, ALL ORGANIC MATERIAL, SNOW, .ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER Sheet no, T TELEPHONE DELETERIOUS DEBRIS. • © TREES� TSV&B TAPPING SLEEVE, VALVE & & BOX RISER 19. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET AL WETLANDS SHRUB UP UTILITY POLE ONLY UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. � 50 WETLAND BUFFER 20. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE .� VCP VITRIFIED CLAY PIPE CONTRACTOR'S OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS 100 WETLAND BUFFER �F �' REPRESENTATIVE, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL -- 200' WETLAND BUFFER LP LP LOW POINT W WATER CONDITION AT THE CONTRACTOR'S X 1Q AL 11/09/17 PER SITE PLAN REVIEW COMMENTS 01 Q EXPENSE. m LIMIT OF WETLANDS HP HP HIGH POINT 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE N O B Y DATE fDESCRIPTION rn Ln --��„ -� WETLAND FLAG: GB GB GRADE BREAK RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR. OWN DETERMINATION AS TO THE SHEET TITLE 00 52 ?Ts 27.21TOC LOCATION OF SUBSURFACE ROCK. -- , x 100 YEAR FLOOD PLAIN uF,,1.3.5 zr:lssoc TOP & BOTTOM ELEVATION 0 c., MITIGATION AREA LINE. ,i..' 21.25 22. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE SEWER AND UTILITY � ...._..__._..� o / SPOT ELEVATION w/LEADER FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES Legend and EDGE OF WATER 21 zs DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE { + ,, + SPOT ELEVATION� CONTRACTORS, EXPENSE. General Notes BORING LOCATION 3 € 23. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED OTHERWISE. C7 , © TELEPHONE MANHOLE 0 -$- TEST PIT LOCATION SHEET N O J o �( TELEPHONE MARKER ■ ■ BENCH MARK 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT o EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTSC1r, To TRAFFIC SIGNAL �--� TIE IN TO EXISTING GRADE TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR ■ N ❑ SIGNAL BOX INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND FACP FACP GRAY TEXT' REPRESENTS EXISTING INFORMATION REPLACED. D A T E : OCTOBER 10 2017 0 :: a FIRE ALARM CONTROL PANEL J : oe FIRE ALARM BOX BLACK TEXT REPRESENTS PROPOSED INFORMATION IDTRANSFORMER PAD i.n TELEPHONE RISER PERMIT REVIEW ONLY - NOT FOR CONSTRUCTION r., tt'�,� ® SCALE : NOT TO SCALE 0 p ® MAILBOX DRAWN BY: JKL CHECKED BY: WE o a � E J O B N O: 2017-050 F I L E: 2017-05OLG.DWG o � N N ------------------- BAXTER. NYE N ...................... . . . .. ............. ........ ............ ..V R. BAXTER NYE . . ............. . ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 7 ............................... Nx 78 North Street 3rd Floor Locus Map Scale: 1 =2000, Hyannis, Massachusetts 02601 Phone - (508) 771-7502 N/F COUTIT OSTERVILLE Fax - (508) 771-7622 MARSTONS MILLS FIRE DISTRICT www.boxter-nye.com DEED BK 545 PG 191 S 0916*34" E PARCEL 119-039 VIAND ID 83 \? s 0916934" -1 Y,.38"8 4 1---- .. ...... .. 13 9 ... ........ ... 9 7"' GENERAL NOTES: .40 BENCHMARK: CBDH T5 7 61 s 09',36#34" ELEV.=36.84 38--- 9. 35,4 1. THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT 1254, 1266, & 1276 MAIN STREET. 37 X 1y;' 3 A� S 09*36*34's E X 2. LOCUS AREA IS C ISED OF. 4 PER CURRENT ASSESSORS RECORDS G) 34 OWNER. BENJAMIN J. LOSORDO, TRUSTEE OF THE SB NOMINEE TRUST S T A M P % X,w. °71 DEED BOOK 30659.PAGE 180 W 3 EDDY 7611�3 CIVIL No.43183 PARCELS 056, 055i & 055-001 ASSESSOR'S MAP 119 RECORD PLAN BOOK 555 PAGE 5 X134�9 X�5Z 7 X '52 365�4 ISTE 3 PROJECT BENCHMARK AS SHOWN ON THIS PLAN Nd 6 TONAL ......... ..... #1266"MAIN STREi�f\ 4. ZONING INFORMATION. X J4. 29------- PARCEL 1 055 \'.. ", /18,4 1 ZONING DISTRICT : BA 28 1.1..'.STREET T 2 15 57± SF CURRENT MINIMUM ZONING REQUIREMENTS. P 34 27—\ M•w MIN. LOT AREA = NONE MIN. LOT FRONTAGE = 20' CONSULTANT 20,0�5± 'f�F 0 \,36 4 MIN. LOT WIDTH = NONE 0% MIN. YARD SETBACKS, FRONT = 20, SIDE = NONE, REAR = NONE TP-1/1 X 61 (A % OVERF 2 • FRONT YARD LANDSCAPE SETBACK FROM ROAD LOT LINE = 10 FEET LeW 0 LA MAXIMUM BUILDING HEIGHT = 30' OR TWO STORIES, WHICHEVER IS LESSER X13 1 *3 . 11 -A *0 MAXIMUM LOT COVERAGE = 35% OF LOT AREA TP-41 0 - % N/F COUTIT OSTERVILLE TP 3 MARSTONS MILLS FIRE DISTRICT OVERLAY DISTRICTS WR SEP, ZONE 11 A DEED BK 545 PG 191 5. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY z APPROXIMATE �4 PARCEL 119-009 —7 _ X BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS C'J/ (n X,37, -4 EXISTING u! co 4, _77 T.) P-i ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH CONSULTANT BUILDING (n SHALL BE PERFORMED BY OTHERS AND SUPPLIED To BAXTER NYE CA EXISTING SEPTIC LINE ENGINEERING & SURVEYING. 0 136'8 0) > 4h` LOCATION S D66 2 77- PER FIELD PEN 6. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD 4' ,,.MARKINGS G) INFORMATION CONSISTING OF PLANS AND DEEDS THE EXISTING FEATURES SHOWN HEREON WERE j6 OBTAINED FROM Al ON THE GROUND FIELD SURVEY PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON JULY 28, & AUGUST 1, 2017. x X_ 3"; 11 7 Z 7. COMMUNITY PANEL NUMBER. 250001 0544 J, EFFECTIVE DATE JULY 16, 2014 0 TP-4 X 26, THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X (UN-SHADED). 7 A CI) F 38-3 r-i"' TP-2 1 %4-% LO 8. ENVIRONMENTAL PREPARED FOR : X pp'-'t- T6,8 PER MASS GIS OUVER AS OF 08/08/17.' Benjamin J. Losordo Trustee of the SITE DOES NOT APPEAR TO BE WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS N/F TRANS-CAPE INC. xi ......... EXISTING 2-BR MAPPED ON MASS GIS OLIVER PER NHESP 'ESTIMATED HABITATS OF RARE WILDLIFE* FOR USE W11H C/O SILVA & SILVA V7, C) S.B. Nominee Trust !X Al DWELLING EXISTING WATER THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10). DEED BK 12836 PG 40 r PARCEL 119-008 UNE SHOWN 7 PER DIG SAFE P.O. Box 1637 .e' 1;7..41 '1, 0 SITE DOES NOT APPEAR TO BE WITHIN AN A.C.E.C. AREA OF CRITICAL ENVIRONMENTAL CIMCERN). #1266 37 -" u I - - 'Tx J> X24.o .1 MARKINGS a C"i 111114 N5 Sandwich, MA 02563 EN wl 0 SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS GIS OLIVER 7 9 EXISTING { \5 z I GARAGE Z PER NHESP *CERTIFIED VERNAL POOLS #1254 r SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS GIS OLIVER PER > F 6P NHESP *PRIORITY"TAIS OF RARE SPECIES* FOR SPECIES UNDER THE MASSACHUSE77S 0 X ...........SLAB ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). PROJECT TITLE X'17 38. SITE APPEARS TO BE MTHIN A STATE APPROVED ZONE 0 GROUNDWATER RECHARGE PROTC71ON _V Li 7 20' FRONT AC Proposed Commercial Development AREA. 0 1254Y 1266, & 1276 WN k 6kk�L PARKINGI. #1254 MAIN STREET 0 OVERGRO 0 SITE APPEARS TO BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY (BARNSTABLE PARCEL 119-056 P >1 J,_3 7 Main Street 0; 2 MAN ST. 00 AR I G B.O.H. REG. 360445). 4 x zD,g - 14,406± SF _12701MA*ST. 24. Barnstable (Osterville), MA '5 95.35' 11254 Mm gr. W 97.5 N 16*563e W 107.52' 7 CID 34... ....-W I W S 7w, W , V 14*30 34 9. HEREIN 2P a--W- . . ....... AN W 169.47 PLAN 3C 7 W -W—ATER MAIV- �W _�AVED AREA BENCHMARK W _W _,E W THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO -4. G WATER-GATE W X. MARKIN 169. ELEY.=S8.78 LOCATE THE LOCATION OF ALL EXISTING UTIUTIES; AT LEAST 72 HOURS PRIOR TO THE START OF 1,9 3--31 XJ d RAIL (5CB CONSTRUCTION. EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES; CONDUITS AND LINES ARE V7) >t17- EXISTING GAS SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE UM17ED TO THOSE SHOW HEREIN AND HAVE HYDRANT STIR --- MJAU Q BEEN RESEARCHED BASED ON 1HE AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR BENCHMARK STREET SIDE tk LINE SHOWN STREET ET-B MARKINGS LWL_ AGREES TO BE FULLY RESPONSIBLE FOR MY AND ALL DAMAGES WHICH MIGHT BE OCCA90NED BY ELEVATION-35.58 FEE c24__ A V IT THE CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFER FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER _L& 4:-B- GAS MAK UP 155/47 LP EOP IMMEDIATELY FOR POSSIBLE REDESIGN. UP 155/48 Aye s cb Hvp==� TH W=a:=�FWV--- 0 G_ e-1 e 0 H H W-- 0%W��o G SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO 6-H—W— OHW:--- BHW— DEVELOP A MEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT UP 155/46 TRANS/METER LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 'D.7 *,,tV UTILITIES NOTED HEREON AS *COMPILED' ARE SHOWN BASED ON SOURCE INFORMATION 2 I'Dk\ < (RECORD PLANS) OBTAINED FROM UTILITY COMPANIES AND/OR MUNICIPALITIES. LOCATIONS OF rn "COMPILED' UTILITIES SHOWN ARE TO 13E CONSIDERED APPROXIMATE ONLY. 10 JKL 11109117 PER SITE PLAN REVIEW COMMENTS EXISTING SEPTIC SYSTEM INFORMATION SHOWN AS PER FIELD LOCATED MARKINGS PROVIDED BY NOI BY I DATE DESCRIPTION 00 • CAPEWIDE ENTERPRISES. o SHEET TITLE o CN TOWN WATER SERVICE SHOWN ON THIS PLAN FROM WATER DEPARTMENT SKETCH 0-179-N DATED ■ 07120190, AND FIELD LOCATED DIG-SAFE MARKINGS Existing Conditions • GAS SERVICE SHOWN ON PLAN PER NATIONAL GRID MAPPING, AND FIELD LOCATED MM & • DIG SAFE MARKINGS. Plan U LU ELECTRIC LINE SHOWN ON THIS PLAN WAS FIELD LOCATED INDICATING OVERHEAD SERVICE FROM 9 C) Ln UTILITY POLE 155/46-TO J1254 MAIN, & FROM UTILITY POLE 155/47-TO J1266 MAIN ON SHEET NO r- 07/28/17. 0 C2nO 0 DATE : OCTOBER 10, 2017 20 0 20 40 6 Ln SCALE IN FEET S C A L E 1"=20' o E DRAWN BY: OF CHECKED BY: MWE o JOB NO: 2017-050 F I L E 2017-050 EC.dwg C%4 (1) 0 Ri BAXTER NYE SIGN SUMMARY . ZONING TABLE :� ... � � �: ( £ R. ; Y . ,. M.U.T.C.D. SPECIFICATIONTEXT ZONING DISTRICT(s). BA QUAN. PROPOSED USE: RETAIL, CAFE NUMBER . ... .WIDTH HEIGHT GRAPHIC OVERLAY DISTRICTS. WP, RPOD, SEP ALLOWED USE: RESTAURANT, RETAIL BASEMENT = 2036 SF R1 1 24 24 " 3 PROP 1st FLOOR = 3661 SF BAXTE R' NYE � EXIST USE: RESIDENTIAL AND SERVICE TOTAL GROSS FLOOR AREA = 5697 SF STATION GARAGE 1254 MAIN-CAFE/RETAIL BLDG FOOTPRINT=3661 SF ENGINEERING EXIST TOTAL BUILDING AREA = 2212 SF 1266 MAIN - RESIDENTIAL (EXIST)-843 SF " " EXIST GARAGE BLDG TO BE DEMOLISHED - _ HC* 12 18 ® 2 127s MAIN RETAIL BLDG FOOTPRINT 2200 SF SURVEYING HANDICAPPED PROP TOTAL SITE BLDG FOOTPRINT=6704 SF PARKING TOTAL PARCEL AREA: 52,678 f SF 1.214 AC (WHITE LETTERS ON BLUE REQUIRED/ALLOWED PROVIDED BACKGROUND PER LOT AREA: NONE 52,880 SF TOTAL MADOT STANDARD) 1254 MAIN ST — 14406 SF Registered Professional Engineers .vnN (2) 1266 MAIN ST - 18457 SF and Land Surveyors 1276 MAIN ST - 20015 SF ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE FEDERAL FRONTAGE: 20 FT 95 FT+ BUILDING SETBACKS AZONE: 78 North Street 3rd Floor HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC B CONTROL DEVICES" (MUTCD), LATEST EDITION, ALL APPLICABLE FRONT SETBACK 20 FT 20.8 FT Hyannis, Massachusetts 02601 CODES, AND LOCAL REQUIREMENTS, ORDINANCES, AND BYLAWS. SIDE SETBACK NONE N/A y REAR SETBACK NONE N/A SIGN INSTALLER H - - S ALL COORDINATE SPECIFIC SIGN WORDING AND PARKING SETBACK 10 FT 10 FT Phone 5O8 771 7502 COLOR REQUIREMENTS WITH LOCAL AGENCIES AS NECESSARY - - (SPECIAL NOTE TO VERIFY HANDICAP PARKING SIGN FORMAT) MAX. BLDG. HEIGHT(STORIES). 2 STORIES OR 30 FT 1 STORY / 23f FT FaX 508 771 7622 MAX. LOT COVERAGE {STRUCTURES . www.boxter-nye.com ax nye.com * ADD VAN ACCESSIBLE' WHERE ASTERISKED BA ZONE 3556 1254 - 5042 SF #1254 - 3661 SF 25.4 1266 - 6460 SF 1266 - 843 SF 4.6X 276 - #1 7006 SF #1276 2200 SF (11.0 MAX. SITE COVERAGE (IMPERVIOUS AREA). 50X MAXIMUM PER GP OVERLAY DISTRICT) - - ( #1254 7203 SF #1254 6974 SF (48.496) 1266 - 9229 SF #1266 - 9121 SF 49.496 --- -- #1276 -10009 SF #1276 - 9248 SF (46.2%) NATURAL STATE AREA - ••-••�•......_..�..��.;w.._.. Mq #1254 4322 SF 7 15,865 SF 30.0•-•�.�,w;m.m�.. .�...M NCq #1266 553 SF ( � NQ 3096 MINIMUM q N #1276 - 6004 SF FOR (3) LOTS COMBINED Og3 ► � TOTAL - 15,863 SF • PARKING T STAMP S T A M P 1254 MAIN STREET: - OF CAFE=10 SEATS x`1 PS 3.SEATS 3.3 SPACES tN ► x .PLUS. 1 PS PER 2 EMI�L 5 EMPL 2.5 SPACES 1THEW OUT AREA o MA PLUS 5 PS PER.TAKE 5 SPACES ,..NITROGEN AGGREGATION: W CREDIT L = AND RETAIL 1200 SF x (1 PS /200 SF) 6 SPACES EDDY o AREA 9,241 SF _, � c� \ PLUS 1 PER SEPARATE ENTERPRISE 1 SPACE Civil ► 1OTAL PARKING*: 4�"'�■ 17.8 SPACES" 18 SPACES* No.43183 ,. -- THE PARKING SPACE COUNTS *PARKING EASEMENT TO 0 4 11 x p o GIST 11 CONCRETE DUMIPSTER' � FN ► REQUIRED .AND PROVIDED INCLUDES BE PROVIDED FROM 1266 ,0 1STE t , N F PAD WITH FENCED ENCLOSUREa/D THE ACCESSIBLE SPACE COUNT MAIN ST. LANDOWNER SS ZONAL E 12'x12' CONCRETE � G PER DETAIL 2-A , LUMP \ ACCESSIBLE PARKING TOTAL AN 1 1 SPACE 1 1 SPACE STi ER PAD WITH t �ti FENCED ENCLOSURE h Q- - 1266 MAIN STREET. , \ ' SINGLE-FAMILY RESIDENCE 2 SPACES 2 SPACES DRIVEWAY ., •, CONSULTANT rCCIBm 0.0' , ?: 1276 MAIN STREET: ; c� �• \ RETAIL = 2000 SF x Y PS 200 SF 10 SPACES 10 SPACES* in o� 200 SF MECHANICAL/STORAGE N N N p ^ \ o - ACCESSIBLE PARKING (TOTAL/VAN) 1/1 SPACE 1/1 SPACE 4 Rs D ,0 2 25 , (D4 L 9� O ;! \ PARKING STALL SIZE --9' 90' PARKING LAYOUT 20' x 9' 20' x 9' R=3', DESIGN VEHICLE AASHTO o ` TYP. R1-1 LIMIT OF co BITUMINOUS C *ACCESSIBLE PARKING SPACES ARE INCLUDED AS PART OF THE TOTAL PARKING REQUIRED ROMDED COUNT. CONCRETE /P 8. 2 5 BITUMINOUS LIMIT OF PAVING N SURFACE �``4 PAVING •- RFACE PER DETAIL 18 h N O CONSULTANT PHASE 2 PHASE 1 #4 SIDEWALK - Ql ED PIMUMU 2 ACCESS) wN BLE CURB CUT _ �..... RAMP PER DETAIL �' .... =3' r :,r , s� 6 -NOTES BUILDING o * E� .R..L.�. ,i 1.' ALL CONSTRUCTION SHALL .BE PERFORMED IN ACCORDANCE WITH MHDSS TOWN 0 - HC O OW ORDINANCES, 20 RE UIREMENTS AND SPE F 10..2 , - . 5..., \ Q CI )CATIONS. CEI BITUMINOUS C ••.... 2. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE APRE-CONSTRUCTION MEETING SIDEWALK N ,; \......,.. E ... AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING. CONSTRUCTION. PREPARED FOR : PRO `-:. -p- POSED RETAINING ACCESSIBLE CU \ 3. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY Ben amin J. Losordo, RB CUT HC* WALL WITH STAIRS PER SLAB ON GRADE , FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS.RAMP PER DETAIL #4� ARCHITECT Z �,.. 26.5' � �- Trustee of the 4. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING E , ? SLOPES ON WALKWAYS SHALL: BE LESS THAN 5X AND ALL CROSS SLOPES <2%. THESE ARE S.B. Nominee Trust •.I ,u,�s./�EXISTING CONCRETE STEPS � ._..,,. • _..,•_. -o MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST AND RETAINING WALL � \ • I 0 WING T 7 CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, AMERICANS WITH DISABILITIES ACT & P.O. BOX 1637 I BE REMOVED - COMMONWEALTH OF MASSACHUSETTS, ARCHITECTURAL ACCESS. P�2 9.4 Sandwich MA 02563 , 5 DEMOLISH/REMOVE ALL EXISTING STRUCTURES, FOUNDATIONS, CONCRETE PADS, FENCES AND Ft MJFE FETAL / 20•$ APPURTENANT ITEMS UNLESS OTHERWISE NOTED TO SAVE, SALVAGE OR RESET. TRANS-CAPEw E / \ ,,, �.,:. 4 �., ;; 2,200� ..� 0FI0 N3 w �.. �-- BUILDING / 4, .,..,.. C/C) SILVA & SILVA / 6 EXISTING PAVING EDGES SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED ••',, -, E�;�', ,•., µ ��, COLUMN LIMIT OF FULL. I�ME:.I� IwK 1h.,� : C, �'t� � ,,,R .. \ INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT.WHICH IS TO REMAIN. •••••,., � . �, >., � 2 BASEMENT' PARCEL 119 -00 DWELUN � O BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE 34.6 10, ..,,� ��•�. — COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON •� � __ \ PROJECT TITLE s, THE PLANS ARE APPROXIMA ONLY. THE EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY PROPOAEp ONE-91Of�Y THE. CONTRACTOR IN THE FITE�D TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED 7 CAFE arc FET �, Proposed Commercial Development I I .• k w,, EN PROPOSED a- \ ASPHALT SHALL BE PROPERL BUTTED AND BLENDED TO SURROUNDING ASPHALT WHICH IS TO p p ' . �� BL&DW-AGN SF REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT SHALL BE WITH GRAVEL 3 1254 1266 & 1276 - DRIVEW 1a' AN APPROXIMATE 1.5X GRAD UNLESS OTHERWISE IDENTIFIED. THE JOINT SHALL NOT BE ABRUPT. AY Main Street 7. DIMENSIONS SHOWN ARE `CO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE APPLICABL E. Barnstable Ost rVille , MA •. E }1 8. ALL PAVEMENT MARKINGS AND.STRIPING SHALL FOLLOW MUTCD STANDARDS. TYPICAL LINE , \ WIDTH FOR LANE AND PARKING STALL STRIPING SHALL BE 4 INCHES UNLE SS OTHERWISE NOTED. E ..• ..�......:...:.........._:........ . : . . • . PARKING STALL CO S BE WHITE TYPICAL, U ,, .. . . �- ;W�... . . � COLOR HALO P AL, UNLESS OTHERWISE NOTED. , • l.O f t a f M1�yn3 , ten, 9. BUILDING AND SITE SIGNAGE SHALL MEET. REQUIREMENTS OF TOWN ZONING AND/OR SIGN f� E; 20 AWN ORDINANCES. E; N GROUND „ ING OVERHANG, TYP. , I E - 1276 MAN ST. PYLON : 10. SITE LIGHTING SEE ELECTRICAL DRAWINGS IN ARCHITECTURAL PLAN SET FOR DETAILED 1 h �MAN ST. N N ,,i E - SIGN INFORMATION. �.- 1 YL54 MAN ST. G .O — / R1-1 Q �`r �iARORA1_ R� R1-1'�- _ N ET _ _ STRE a� RE _ OVE EXISTING GAPE COD REM -------- - --__ M MAINTAIN EXISTING - - -------— - GUTTERLINE FLOW — Q JKL 11/09/17 PER SITE PLAN REVIEW COMMENTS Ln o S — x NO BY DATE DESCRIPTION Ln SHEET TITLE o Site Layout and Dimension , Plan L SHEET NO Ln O O ,4y C3wO o DATE : OCTOBER 10, 2017 J 20 0 20 40 SCALE IN FEET o SCALE : 1"=20' rp DRAWN BY: JKL CHECKED BY: WE o a E J O B N O: 2017-050 FILE : 2017-050 DM.dw o � N N C7 M BAXTER NYE SLJRVEY1N(' BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street — 3rd Floor Hyannis, Massachusetts 02601 Phone — (508) 771-7502 Fax — (508) 771-7622 • - OVEafta._ www.boxter—nye.com MULM 90 VOEOC w / WHE —PATH OF INSIDE ---------- S T A M P F 444,9,y MATTHEW W. NITROGEN AGGREGATIONo EDDY CREDIT LAND CIVIL AREA 9,241 SF No.43183 C?1,ST FN It NAL j1D\A 0- 0 CONSULTANT FFF PLATFORM CLEARANCE 49.5'R - • PA OVERHANG CURB CLEARANCE 42- R (45- SHOWN) PATH OF NT WHEEL 28.5- MIN R (27- ALSO SHOWN) N CA O HYANNIS F.D. TOWER TRUCK 0 REAR 4WH F CONSULTANT JPHAW NVA N/F WIT" OSTERVILLE APPROXIMATE MARSTONS MILLS FiRE DISTRICT EXISTING DEED 8K 545 PIG 191 BUIL.DiN'C" i Ll PARCEL 119-0091 20. [6 MI X" PREPARED FOR : -z_ OF aARHANG I I F —ammommone— PATH PATH OF FRONT WHEEL Benjamin J. Losordo, Trustee of the Ei I M) -o Z / �..� PATH OF REAR WHEEL Fn r T I I �V-13 8.5 7, S.B. Nominee Trust ' P.O. Box 1637 A CO Sandwich, MA 02563 doo FURM FETAL 000000h ` ,� OOP TRANS-CAPE INC, 2Ao eF 000 C/0 SILVA & 91_� 0 N-3 dop woo ff 7 EXI� 4' I E STiNG 2--BR E i) BK 12836 PG 40 L�ARC,EL' lig-008 UVELLING y. [1.2mL_ PROJECT TITLE ITWOOM ONE-STM E CAFE AND FETAIL 200 Proposed Commercial Development by y [6.1m] BULM-Asm ep 1254, 1266, & 1276 Main Street 6 Barnstable (Osterville), MA ........................... [2.6m] .................... 1276 MAIN ST. 288MMST 254 MAN 6r. n GUARDRAIL.1-1 A V SU/SUM -=z- AASHTO I 3SVUMHM .6*Z < 3SVeT13Hm .6* JKL 11109117 PER SITE PLAN REVIEW COMMENTS Ln NO BY DATE DESCRIPTION CA SHEET TITLE Truck Turning Template Plan SHEET NO Ln 9 C3wl 0 DATE : OCTOBER 10, 2017 20 0 20 40 0 v7i Ln SCALE IN FEET SCALE : 1"=20' DRAWN BY: JKL CHECKED BY: WE E JOB NO: 2017-050 FILE: 2017-050 TTAWQ C) Cl ---------- EXCAVATION/FILL NOTES: GRADING AND DRAINAGE NOTES: BAXTER NYE 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET SHOULD 1. THE PROPOSED FIRST FLOOR ELEVATION = 38.5 BE FLATTENED AS REQUIRED BY SITE CONDITIONS TO AT LEAST 1H:1V OR " w E., ;:, 5+. , :n �` 1,,. £ f<>r . ( ) THE PROJECT ELEVATIONS ARE BASED ON NAVD VERTICAL DATUM. $-• 1. SUPPORTED WITH TRENCH BOX OR SIMILAR DEVICE. ALL WORK SHALL BE PERFORMED SAFELY AND IN ACCORDANCE WITH OSHA AND MOSHA 2 DEBRIS, STUMPS, EXCESS, AND UNSUITABLE MATERIALS FROM THE REQUIREMENTS. CONTRACTOR SHALL OBTAIN TRENCH PERMIT AS REQUIRED. CLEARING & DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER BY THE BAXTER NYE 2. AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, GENERAL FILL CONTRACTOR SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL TANDEM-AXLE DUMP TRUCK. THE PROOF-ROLLING SHOULD BE PERFORMED 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO ENGINEERING AS DIRECTED BY A GEOTECHNICAL ENGINEER. NO FILL SHOULD BE PLACED CONTROL SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK. UNTIL THE SUBGRADE IS APPROVED BY A GEOTECHNICAL ENGINEER. BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL SITE GRADING 4, DISTURBED AREAS SHALL BE TREATED WITH WATER DURING SHOULD MEET AASHTO DESIGNATION A-2-4 (CLASS III) OR MORE EXCAVATION, OR APPROVED ALTERNATIVE, TO CONTROL THE DUST. SURVEYING GRANULAR AND BE APPROVED BY A GEOTECHNICAL ENGINEER. ALL FILLS SHOULD BE CONSTRUCTED IN 8" LOOSE LIFTS AND COMPACTED AS 5. THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION, FOLLOWS, UNLESS OTHERWISE NOTED IN PROJECT SPECIFICATIONS: BACKFILL AND COMPACTION NECESSARY TO ACHIEVE THE FINISH - FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS, 95X OF ASTM GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF D-1557 (AASHTO T-180) BUILDING STRUCTURES, PAVING, STORMWATER MANAGEMENT AND Engineers En I Professional Registered- TOP 24 INCHES OF ROADWAY SUBGRADE AND SUBBASE, 95X OF ASTM ALL UTILITIES (INTERIOR AND EXTERIOR). SITE CONTRACTOR TO Re 9• 9• D-1557 (AASHTO T-180) REFER TO SITE ELECTRICAL, MEP AND LANDSCAPE PLANS FOR and Land Surveyors - RETAINING WALLS AND FILLS WITHIN ROADWAY (BELOW TOP 24 INCHES ADDITIONAL INFORMATION AND DETAIL. OF SUBGRADE AND SUBBASE), 92X OF ASTM D-1557 (AASHTO T-180) EXISTING PAVING EDGES SHALL BE SAW CUT TO CREATE A CLEAN 78 North Street - 3rd Floor - FILLS IN GREEN SPACE, 90% OF ASTM D-1557 (AASHTO T-180) EDGE WHERE IT IS TO BE TIED INTO NEW PAVING, OR WHERE - FILLS UNDER AND AROUND STRUCTURES, MANHOLES, TANKS, VAULTS, ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. Hyannis, Massachusetts 02601 ETC. AND PIPE EMBEDMENT (BEDDING, HAUNCHING AND INITIAL BACK FILL), BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE 95X OF ASTM D-1557 (AASHTO T-180) REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT Phone - (508) 771-7502 SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE Fax - (508) 771-7622 DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED ASPHALT SHALL WWW.buxter-nye.com BE PROPERLY BUTTED AND BLENDED TO SURROUNDING ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT SHALL BE ACCOMPLISHED WITH AN APPROXIMATE 1.5X GRADE UNLESS OTHERWISE IDENTIFIED. THE JOINT SHALL NOT BE ABRUPT. 6. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STORMTEGH SWM FACILITY STABILIZED WITH 4" LOAM, SEED, & MULCH. THE CONTRACTOR w 28 (4 ROWS OF 7) STORMTECH SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETA11ON HAS BEEN SC-740 CHAMBERS WITHIN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 AND 20.5'W x 52.281 STONE FIELD AREAS THAT SHOW SIGNS OF EROSION FROM CONCENTRATED FLOWS "�" � MgINCgNo (2) 12" CPP INV. IN=30.38 SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS .• NAQ83 TOP OF STONE=33.38 (ECB) OF CURLEX DOUBLE NET - CURLEX II .98 BY AMERICAN BOTTOM OF CHAMBERS-30.38 EXCELSIOR COMPANY OR EQUAL IT SHALL BE THE RESPONSIBILITY - BOTTOM OF STONE-29.88 OF THE CONTRACTOR TO PROVIDE REQUIRED ECB'S AND PROPERLY S T A M P STAMP " 40 - � -" """� � "„ �" •�••--- - _ - . ; WITH ONE INS 110N PORT PER ROW ;- - --- STABILIZE ALL AREAS OF THE SITE. ".,m.. J ": . w.w."". .,." s " BENT H ARK:' yA"W- " Mw 'µ �""'�►.,�„ `s;rLl - 7. ANY USE OF WOOD MULCH SHALL 6E KEPT A MINIMUM OF 20" ZHpF BUILDING FACES. =L ;d.,�:3€i.? OFF ALL MA1rfHEW € "", �� ? 8. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND W Sllff-EI,NCE AT UM1'T`•OF"WORK _. -•� "'`.. 35.8 INSTALLED FOR H-20 LOADING. •�,".. ,.. � TYP, PE�t`�•DETAIL C-621 f�OVIDE'• INLET PROT§ttTION "`"' �� SETTING OF CATCH BASINS AND MANHOLE STRUCTURES SHALL BE No.43183 Q J ._ . . _ " �_� �� PE A pE11iAIL: 628 ~ " 36.10 t ADJUSTED WITH CONCENTRIC OR OFFSET TOPS AS NEEDED FOR 'A p w�C6 r�•.,, "w r 3 i € 36.10 \ MINOR ADJUSTMENTS TO AVOID CONFLICTS WITH UNDERGROUND �.c FQIgTEa �` t - .,39---€ € - U11UTIES OR OTHER STRUCTURES. THE GRATE OR MANHOLE COVER FSs10 00 ` • , € �- 35 36.20 36 SHALL ALSO BE ADJUSTED OVER THE STRUCTURE TO NOT CONFLICT NAL 3 36 WITH STEPS INSIDE THE STRUCTURE. r~ w_..w._ I=30.77''NAMBERS 3 , �r t t a % `~ 36.2 I 36.64 31 " .,. " " 't 4 y " w :` . 2.7% 1 9. A 25' MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL CONSULTANT 36.2b � "~ 35 1i �r+� € �T.l.'EG. WATER MANAGEMENT INFILTRATION FACILITIES AND SANITARY "•","\ � } t, fs ��a�S�aiY O S1 au {y✓L?4o oattno�rsuaa STORM a r a s a !;.a �,. 96 �l ?4► 36.65 MAINTAIN 6C.OX IN . .-"- •-•.••---.... ,��M..,,�,.,. „�� ,, ,� n, 4 *� ,, �, ",. 3.i rs, areas>aca a aan�ayy! a.�•f a z� a f� a a � k•�f �, •« - ,P �. SEWER/SEPTIC DISPOSAL AREAS AND HAZARDOUS STORAGE �" i TANKS FACILITIES. 10 FEET MINIMUM SEPARATION SHALL BE 13MLF s'n sa sa r oa a�� % aocasu° oasosu a sQaau a o a 3 ' o tt a A a c o ~` J �� 36. AL., DIRECTIONS IONS WITHIN / BETWEEN _ a a a u aaaasroaa� uaaaazyua a s� a !; zs a 1X FACILITIES AND SMIEITARY SEWER/EPTIC NESGEMENT MANHOLES AND C15P /1 �'�+$°� a % a n a fn} 1% SHADED EA ' aax; a aars,.croa �i �"ac„aa i \ TANKS. na a"aa��aa�"a��'ua"r°a°n°as'.�l;�aa ' € ; -- 36.67 ' pp !S.5k a s �csfcsaa�oar^aaraa�a° �u`�aau / ff �u�aa °" raia_a(aiaaaaa..a{gazes°a�~°a°!}ars } ..3 f 34.5b� ' .8 i 1 -"- 10. CONTRACTOR TO VERIFY IN FIELD, WITH ENGINEER PRESENT, M LF �2"..CPP r' " ,� ' 1�2 \ 36.4 SOIL INFILTRATION RATE AND GROUNDWATER ELEVATION PRIOR TO R D "r 12 CPP AT 0.5X 36.61 rLE.G. ORDERING OF MATERIALS OR COMMENCEMENT OF CONSTRUCTION MA I AT 0 r f r f f.":.µ.,.�- � . ` t'!•z.3 .,, ROOFDRAIN � f 2.3 d i COLLECTOR, IYP. ' rf 0 + jc 0 ( / ) CONSULTANT w µ '"� _ � O '.'�s. �$' FROM ASSUMPTION ORGROUNDWATER SN PRESENT, SYSTEM AMAYY . 2 f� 2,6X i 1 \ HAVE TO BE REDESIGNED AS DETERMINED BY THE ENGINEER. ANY p f 19 92 O MATERIALS ORDERED OR CONSTRUCTION COMMENCED PRIOR TO THIS 35 } E '74 Ir' // ", OCCURRING IS AT THE CONTRACTORS OWN RISK. f }Y UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL / r' ; i £ € ".""',. / .d ✓ O ! N/�� CO€.1 9 H OS ty ERVl&..LE 36 34 " I d- \ PEA,2S OPvS SAIL LS FIRz:. �:RAC i INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE 2•5X 3f750 ,1/ SEED SK 54.5 PG' 191 LEACHING SYSTEMS/FACILITIES AND REPLACED WITH SAND BORROW 10 32 ,. s ; � j". " r +37.25 \ ::yA1iCE€_ 119009 PER MHD M.1.04.0 TYPE B. JU { - - �, .35.90 •97s / 11. CPP - HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH f1O / > ",�,,, 3,�40 , r 7 `\ SMOOTH INTERIOR WALL TO MEET ADS N-12 PIPE SPECIFICATION OR `•,, 1, ,,..,.': € 48 ..............z....,,..,. ,,.".....,,, .. .... .,.. g "w„,; .". ?. f \`� �+ r' € " ,,, ,"• ,,,,,,,,.... ".. ..., �;,, .; "•"w• M*..-, •: ,. F, EQUAL. CPP PIPE USE SHALL BE ALLOWED AS NOTED, WITH A PREPARED FOR DIAMETER UP TO AND INCLUDING 24". BACK FILLING CPP MUST 7. 45 € "A € '{"' t f r € \ FOLLOW MANUFACTURERS RECOMMENDATIONS AND SPECIAL CARE Benjamin J. Losordo, / € MUST BE EXERCISED (SEE ADS PRODUCT NOTE 3.115). Trustee of the ! f / y f f ` 36 3� 20i1, •2 \ 12. ALL ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS. �` 40 REFER TO ARCHITECTURAL PLANS FOR ALL LOCATIONS OF S.B. Nominee Trust TOW DOWNSPOUTS.DOWNSPOUTS. CONTRACTOR SHALL PROVIDE TIE-INS TO ALL •37 DOWNSPOUT LOCATIONS. ROOF DRAINS TO BE AT LEAST 6" CPP P.O. Box 1637 ; �3SS1 �� , ' ip =p .38 AT 1.00X SLOPE MINIMUM UNLESS OTHERWISE NOTED ON THE PLAN. f % ,,""••,,., € € € € IPMM 2 f i ! € f�" r'' ~ s Es / _�_ .� 3/. .Jo.3 k � 4` "�, + ;• ..Y, % f f , JI ®/ ` ... g ,' r p I CV 37.36 f 36 .48 i� _ MINIMUM TYPICAL COVER SHALL BE 2 FEET, U.O.N. Sandwich, MA 02563 I r € # € IRE AI 1 i { EN 2 ? \ 13. ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT N/F TRANS-CAPE INC ��# � € ? 1 1 J 2�� t } ;� € f � r � � 1,29L� ; �� i SPECIFICATIONS AND PIPE MANUFACTURER RECOMMENDATIONS. e" 3 : I I OHO N3 C/O SILVA, SIL.A kt ; DEED BK 1 836 IBC 40 € € i 'i� ; � I � € r` f I� € ' t f ��t � € \ 14. ALL GRADING WORK SHALL BE DONE IN A WORKMANLIKE PAIiCIwI <1 -003 : € I { � t - I , I f I f € € MANNER ACCOMPLISHED TO CREATE POSITIVE DRAINAGE AND €" € € ° I EX. FF ELEV=38.9t L- - - - '` € ELIMINATE ANY PUDDLING OR PONDING. WHERE NOT OTHERWISE f: �� w. € NOTED OR DEFINED ON THE PLAN, ALL CUT AND FILL SHALL BE `� � € ' 3 I' € � PROJECT TITLE € £ € fI } � 6` CPP FROM BLENDED TO DAYLIGHT AT EXISTING GRADE WITH A 3:1 SLOPE. i, 9`•8 I pax ! I € £ € I I 2€ DI 2 DEEPI -•s ; € I EN CASE AW FWAL DOANSPO T \ I� P l Proposed Commercial Development LL VN1;H g.. 4 {l c i -DI�KI€ -3yQd1 AT 1Z T'YF�.Qu"N yp 15. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY GRADE 1254 1266 & 1276 t f i STONE SURROU D /�W r� t I € , .3!. �; s \ ISSUES OR QUESTIONS PRIOR TO PERFORMING THE FINISH GRADING 1;`2" ORAtE I 3 €� € "" _ �11 ., _.. Q� _ FF ELEV=38.5f f1 ', WORK. Main Street 16. TYPICAL CURB REVEAL IS TO BE 6 INCHES (FOR VERTICAL Barnstable (Osterville), MA 2 9X1 r f FACE) UNLESS OTHERWISE NOTED BY TOP OF CURB (TOC) AND E BOTTOM OF CURB BOC ELEVATIONS. WHERE THESE ARE NOTED THE CONTRACTOR SHALL REVIEW TO PROVIDE .REQUIRED REVEALS ;� '.� jt S } t i ; € i t`L {"may.._. .._ ,. .," .".• f ,/f AND THEN PROPERLY TAPER THE CURB AND FINISH GRADE BACK TO 37.93 THE TYPICAL 6 INCH REVEAL IF TOC OR BOC LABELS ARE NOT � `��` � € t ; I € .max•"M ` ` ` ', ` 'i r'� / € ', h• f ADJACENT A CURB FACE. BOTTOM 0 URB HEN € € { f ``, 37 •,... w 4. �38' �, N, OSP I OT ELEVATIONS ARE F C W € ,; § im MAN ST. r € / 17. STORMWATER MANAGEMENT FACILITIES SHALL BE PROTECTED " ~-"� „_" _w,."1 ,} ( i { ff, `"`. 38.23 1 �� SEDIMENT AND SILTATION AT ALL TIMES. JUST PRIOR TO •_ " -. NNW„ t "'Ur. ; COMPLETION, THE SITE SUBCONTRACTOR SHALL PERFORM A FINAL "•~" ' / ".,..._. . " w """ /° / 7& - -- •••"._. ` f , INSPECTION AND CLEANING OF THE STORM WATER MANAGEMENT "w• 3 ...,. .,_ SYSTEM. ALL SEDIMENT AND SILTATION SHALL BE REMOVED FROM THE BASINS, FOREBAYS, NATURAL BASINS, ETC. AND THESE AREAS rl,a ARDRAI' � t �:, 3 ' ._• s SHALL BE SHAPED TO FINAL CONTOURS AND ELEVATION PER THE € `;.- _ "~ BENCH BENCHMARK PLANS. ALL REPAIRS SHALL BE MADE AS NECESSARY TO THE - � -' TOR TO PLACING FINAL TOPSOIL, . . t�-#-•��""- + -- � �R��"E •� SATISFACTION OF THE ENGINEER PR PLA c µ.. .,3(1 M .... , A I ,� 34.50 35.30 / 36.25 37.20 -�- ____ ; z:.I..E' BE_$'HMAR€�`32 t T.I.E.O / 6 few r.I.EG rf T.I.E.G. r�� MULCH, VEGETATION, ,SEEDING ETC. " r 1HYDRANT STREET TDE � r /r f _. - ;ITOII mitt ,tea ___ _..d .. STREET :- 18. ANY DEWATERING OPERATION- € mm � µ'"" -- •"IN- L ••-- ••• / CONSTRUCTION PROCESS SHALL ENSURE RALL IDEWATERING OCCURS E ELEVATION=35,58 I±EE'I t� / _.... _. . FABRIC I 6w t _,... THROUGH A PROPER DEWATERING BASIN STONE, FILTER '" "�'"" AND HAYBALES OR OTHER ACCEPTABLE MEANS) PRIOR TO DISCHARGE FROM THE SITE. JKL 11/09/17 PER SITE PLAN REVIEW COMMENTS " NO BY DATE00 DESCRIPTION "..."............... _ ." ........"..,". .....,_.. .............._"..-......... �_. ....,... .,.._...._"________.�._....._.........__.." � ...._ SHEET TITLE ........._..._.......".............�_.... Grading and ..."."....... _...�.. ....�....�_...._ ."._w. ....._�_....�.....� .........�. 7 0 Drainage Plan g 3 o SHEET NO Ln 0 C4mO o D A T E : OCTOBER 10, 2017 20 0 20 40 U ; o SCALE IN FEET o LL SCALE : 1"=20' o a DRAWN BY: JKL CHECKED BY: MINE N JOB N 0: 2017-050 FILE: 2017-050 GD.dw o � N N n M ------- _---------- 3� AX 410, �K 'N (A' EFRIN(" SURVEYING k N J X -D �v BAXTER NYE K ENGINEERING & N W k SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Locus Map Scale: 1 "=2000' Hyannis, Massachusetts 02601 Phone.- (508) 771-7502 Fox - (508) 771-7622 N/F COUTIT OSTERVILLE www.boxter-nye.com MARSTONIS MILLS FIRE DISTRICT DEED BK 545 PG 191 S 09-36934 E PARCEL 119-039 X J8.8 0916*34" 41----- D GENERAL NOTES: 40 BENCHMARK: ------- CBDH 7 C) 39 39 S 09-36#34 E ELEV.=36.84 1. THE INTENT OF THIS PLAN IS TO DEIAIL EXISTING SITE CONDITIONS AT 1254, 1266, 1276 AWN STREET. J8 .7 .4 _3�6, IS 09. , 37--' x j6_3 __ t�, �, 6 COMPRISED OF. 36 X 38._ff_,x J7 9 3 2. LOCUS AREA IS;C PER CURRENT ASSESSOR'S RECORDS: 4 0'- 6- I X J6.6 10A OWNER: BENJAMIN J. LOSORDO, TRUSTEE OF THE S13 NOMINEE TRUST 4 X�5, 71"" DEED BOOK,30659 PAGE 180 SH E 1 4,0 1 RECORD PLAN BOOK 555 PAGE 5 MATTHEW -x-,36.J ASSESSOR'S MAP 119 W. M. ?I J4.9 EDDY MALLON 7 --"\ \ \ \ \ \ 0 / I I - PARCELS 056,' 0,5, 055-001 CNIL --------- K. J i X 0 No.48687 J2, 731-1 No.43183 ------- AS SHOWN ON THIS PLAN. CAL DATUM IS NAVD88. J6.4 3. PROJECT BENCHMARK. VER11 X,30.6 ------ �_A �1 \\ �4 b 41- SU J0- ---- __ , � // // - 4. ZONING INFORMATION: �91ONA #1266/MAIN STREEt,\ ARCEL 1.1 -_055 BA 18,4574: SF ZONING DISTRICT. X J4.i ------ 36 CURRENT MINIMUM ZONING REQUIREMENTS. N P J5-- --------- 112,76 WAtN S)'REEt\ T 2 __ ,34 MIN. LOT AREA =!NONE PAR MIN. LOT'FRONTAGE = 20' L\-(A K T ------ 27 ' MIN. LOT WIDTH NONE C 0 N S U 20,b�5± ',�F -cwRmbw 1 \,36.4 MIN. YARD SETBACKS; FRONT = 20', SIDE = NONE, REAR NONE 61 LIX cl / TP-1/ X 9 FRONT YARD LANbSCAPE SETBACK FROM ROAD LOT LINE = io FEET OVERFJAW 2 MAXIMUM BUILDING HEIGHT = 30' OR TWO STORIES, WHICHEVER IS LESSER 92,4.8 X 51.8 Lit- MAXIMUM LOT COVERAGE = 35X OF LOT AREA )3 \TP-4, Ji. I I 1 3 1 0 % N/F COUTIT OSTERVILLE 311 —"" A Y__A TP 3 1 MARSTONS MILLS FIRE DISTRICT OVERLAY DISTRICTS: WP, SEP, ZONE 11 I DEED BK 545PG191 5. A TITLE SEARCH HAS NOT BEN PERFORMED FOR THIS SITE. THERE MAY Z PARCEL 119-009 X - X APPROXIMATE �4 X J7 G) BE RIGHTS BY OTHF�S, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS 4 (A, T ETC. NOT DEPICTID. IF DETERMINED TO BE NECESSARY, A ITTLE SEARCH U1 OD 73 CONSULTANT EXISTING CA X�24, 1p_ z.::7 4 BUILDING I I I I SHALL BE PERI�RMED BY OTHERS AND SUPPLIED'TO-BAXTER NYE L4 EXISTING X'Te ENGINEERING,&ISURVEYING. 5 J. 6.9� SEPTIC LINES & \ I 1 1, I __ --D6G /--2 'Z 0) > LOCATION SH6" I I r _4 PER FIELD PEN 6. THE RROPEOTY UNE.INFOR TION SHOWN IS BASED ON CURRENT INFORMATION COSIS-T AVAILABLE RECORD 'WE MARKINGS PLANS MD DEEDS. THE EXISTING FEATURES SHOWN HEREON RE BEN HMA OBTAINED FROWM ON T I HE,GROUND FIELD SUM— PERFORMED BY X co CE N RLI E EN6 R�UINI W�LL, t BAXTER NYE_ENGINEERING &SURVEYING ON JULY 28, AUGUST 1, 2017. :TF�LEV.=,36.6 )c - __& d :�� I X� 2/ L_ X X 7. COMMUNITY PANO -4 NUMWR:� ?50001 0544 J, EFFECTNE DATE JULY 16, 2014 �i �j \ 4 :RATE MAP DEFINES THIS AREAAS ZONE X 0 TP THE FLOOD INWAN,CE 37. 36 J6.5 r __X 15 1< kP PREPARED F 0 R -2 8. ENVIRONRENTAL IN6 t, TP o- > x12271�, i�_ I i I I \ \ \ / r- I --- Benjamin J. Losordo, PER MASS GIS OLA* AS OF 08/08/17. 4 TO BE WTHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS OT AP 45 Trustee of the I SITE DOES N PEAR ' N/F TRANS-CAPE INC. iIHO 3' X4. 1 MAPPED ON MASS GIS OUVER PER NHESP 'ESTIMATED HABITATS OF RARE WILDLIFE0 FOR USE WITH C/O SILVA & SILVA / . , 11-1 S.B. Nominee Trust '-1 EXISTING 2-BR J7 DWELLING WATE THE MA WETLANDS PROTEC71ON ACT REGULATIONS (310 CMR 10).- DEED BK 12836 PG 40 1x2rJ I 0\ 1 0 1 PARCEL 119-008 IX) I I P.O. Box 1637 'I-, PER DIG-SAFE 374 J7 9 #1266 LINE SHOWN J7 ER SITE DOES NOTIAPPEAR TO BE WITHIN AN A.C.E.C. (AREA OF CRI71CAL ENVIRONMENTAL CONC N). X2 MARKINGS ix > Sandwich, MA 02563 M i SITE DOES NOT,4PEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS GIS OLIVER EXISTING �417_q z I PER NHESP "OnFIED VERNAL POOLS." GARAGE 0 17 11�9 #1254 I r SITE DOES NOT`�APPEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS GIS OUVER PER > 6 -,m 'a 11-1 1 i ---:E 11-1 NHESP 'PRIORITY HABITATS OF RARE SPECIESN FOR SPECIES UNDER THE MASSACHUSETTS F 06 11-1 1 Pr) // /' \ J ENDANGERED SWCIES ACT, REGULATIONS (321 CMR 10). PROJECT T TLE X�6 SLAB "Z71 _�22.! 1 - 8. 1 ---------- X \0 SITE APPEARS40 BE WIT14IN A STATE APPROVED ZONE 11 GROUNDWATER RECHARGE PROTECTION Proposed Commercial Development J8.J, 20' T ��ETBACK AREA. 6. 1254 1266, & 1276 0 V 0 O\ERGROWN Cz PARKING #1254 MAIN STREET (0 P4a XJ8 7 SITE APPEARS BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ES71JARY (BARNSTABLE Main Street 0; PARCEL 119-056 ARKIN B.O.H. REG. 30-45). 4.5 �5 X 25.J/ 12*"St. ST. 00 14,406± SF Barnstable (Osterville), MA X , W _24_3� ST. o 95.35' ra/0\A ---- wL--- 7.52' N 16*56'34" W ---------- ------ V It-W3e_V� W _N1 f*W"54"- I TO _7 'FQ- '7 W -T-1473-09S4 9. UTILITY INFOR TION SHOWN HEREIN: 9.47' PLAN 1()qSAEE W EX. 6 WATER MAIW, MARKINGS BENCHMARK W PAVED AREA W W 1 0 THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO 691"_C_0_R__U 6�157 �JO J2. WATEFT'qATE ---- il e G LOCATE THE LOCATION OF ALL EXIS71NG UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF xii.�r� n, RAIL ELEY.=38.78 77 -=7 CONSTRUCTION, EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDU17S AND LINES ARE �A EXISTING GAS tp SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HERON AND HAVE BEEN RESEAR( TOR BENCHMARK LINE SHOWN 0 BASED ON THE AVAILABLE UTILITY RECORDS NOTED HEREON. 714E CONTRAC HYDRANT STREET SIDE PER DIG-SAFE IN STREET AGREES TO BE' LLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCA90NED BY E7_BOE7__ MARKINGS — /-- � - __4 f�/ 1� / - . - -I'-- - THE CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY IF FIELD ELEVATION=35.58 FEE A) 0 CONDITIONS DIFTER FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER -OR POSSIBLE REDESIGN. UP EOP IMMEDIATELY F UP 1 EX- 4�_PL GAS MAIN 155/47LP _§5Z4!_TRAIJ5._ G_ e w 41-1 G G TO Cb KW=====- C%VP—' HW--%HW— 0 G SOURCE INFORMA71ON FROM PLANS HAS BEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES HW UHW—G(jH_V1— 8HW_ DEVELOP A VIEW OF THOSE UNDERGROUND UTILJIIES. HOWEVER, LACKING EXCAVATION, THE EXACT UP 155/46 TRANS/METER LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. MIERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CUENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. A JKL 02/08/18 PER WATER DEPT COMMENTS C.D.'s UTIU71ES N07ED HEREON AS 7 BENCHMARK ADDED AT 1266 MAIN ST. r"a (RECORD PLANS) OBTAINED FROM UTILITY COMPANIES ANDIOR MUNICIPALITIES. LOCATIONS OF JKL 112/21/1 *COMPILED* UTILITIES SHOWN ARE TO BE CONSIDERED APPROXIMATE ONLY. JKL 11109117 PER SITE PLAN REVIEW COMMENTS �Op OCOMPILED* ARE SHOWN BASED ON SOURCE INFORMATION a EXISTING SEPTIC SYSTEM INFORMATION SHOWN AS PER FIELD LOCATED MARKINGS PROVIDED BY N 0 B Y D A T E D E S C R P T 0 N CAPEMDE ENTERPRISES. SHEET T TLE 0 TOWN WATER SERVICE SHOWN ON THIS PLAN FROM WATER DEPARTMENT SKETCH 0-179-N DATED 07/20/90, AND FIELD LOCATED DIG-SAFE MARKINGS. %0 Existing Conditions 9 GAS SERVICE SHOW ON PLAN PER NA71ONAL GRID MAPPING, AND FIELD LOCATED METER ko DIG-SAFE MARKINGS. Plan 00 ELECTRIC LINE SHOWN ON THIS PLAN WAS FIELD LOCATED INDICATING OVERHEAD SERVICE FROM �4 U71UTY POLE 155/46-TO J1254 MAIN, & FROM UTILITY POLE 155/47-TO 11266 MAIN ON SHEET NO 07/28/1Z U Ld C2mO Ln CD r, D ATE OCTOBER 10, 2017 0 20 0 20 40 SCALE IN FEET Ln S C A 1"=20' DRAWN BY DF CHECKED BY MWE JOB NO 2017-050 FL E 2017-050 EC.dw 0 --T -------- - ------- ------- ------- W-11- a SEPTIC SYSTEM DESIGN REOUMMEWS WL LM DATE 06/03/2DI7 SOL LOGS P-SM DATE:06/03/2DI7 am LOGS P-ZM DATE:08/03/2DI7 13 A A i r0i K N Y E 1254 MAIN 87FEEr 1280 MAIN STFEET 1278 MAIN STFEEr ER BARNSTABLE BARNSTABLE BARNSTABLE ENGINEING & SLAWEAM3 SOIL EVALUATOR: BOARD OF HEALTH AGENT. SOIL EVALUATOR: BOARD OF HEALTH AGENT. SOIL EVALUATOR: BOARD OF HEALTH AGENT. NITROGEN LOADING LIMITATION: 440 GPD PER 40,000 SF 1254 MAIN ST (W BE DEED RESTRICTED M 260 GPD): SIEVE WILSON, P.E. DON DESMARAIS SIEVE WILSON, P.E. DON DESMARAIS STEVE WILSON, P.E. DON DESMARAIS TEST PIT I TEST PIT 2 TEST PIT 3 TEST PIT 4 TEST PIT I TEST PIT 2 TEST PIT I TEST PIT 2 TEST PIT 3 TEST PIT 4 1266 - EXISTING 2 BEDROOM HOUSE IS GRANDFATHERED RETAIL: 1200 SF 50 GPD/1000 SF 60 GPD on 0. G.S.E. = 33.5 0" G.S.E. = 35.8 0. G.S.E. = 27.5 0" G.S.E. = 33.7 0* G.S.E. = 27.0 ol G.S.E. = 30.8 (NO CHANGE IN DESIGN FLOW) CAFE. 10 SEATS x 20 GPD SEAT 200 GPD G.S.E. = 36.9 no G.S.E. = 37.0 o" G.S.E. = 37.0 0" G.S.E. = 37.5 B"TER NYE SYSTEM TOTAL: 260 GPD 0 MISC STONE AND BRICK FILL MISC STONE AND BRICK FILL 0 0 0 0 0 0 0 ALLOWED FLOW AS FOLLOWS: 4" (ELEV 36.6) 10" (ELEV 36.2) 10" (ELEV 36.2) 3' (ELEV 37.2) 5* (ELEV 33.1) 4- CM 35.5) 3' (ELEV 27.2) 3" (ELEV 33.4) 3" (ELEV 26.7) 3' = 30.5) 1254 MAIN ST = 14,406 SF x 440 158.4 GPD 1266 MAIN ST (TO BE DEED RESTRICTED TO 220 GPD): ENGINEERING & 1276 MAIN ST = 20,017 SF x 440 = 220.1 GPD 13 ; I OYR 416 LOAMY SAND B ; I OYR 5/4 LOAMY SAND B ; I OYR 4/4 LOAMY SAND B ; •10 YR 4/4 LOAMY SAND E ; I OYR 611 •; LOAMY SAND E •; I OYR 612 •; LOAMY SAND •Ap ; I OYR 5/4 LOAMY SAND E •; I OYR 612 •; LOAMY SAND Ap •; I OYR 5/3'; LOAMY SAND E •; I OYR 712 LOAMY SAND RESIDENTIAL: 2 BEDROOMS x I 10 GPDIBEDROOM = 220 GPD* SURVEYING I I* (ELEV 36.0) 14' (ELEV 35.8) 12" (ELEV 36.0) -- 12" (ELEV 36.5) 7* (ELEV 32.9) 6* (ELEV 35.3) 6' (ELEV 27.0) 5' (ELEV 33.3) 7" (ELEV 26.4) 6' (ELEV 30.3 TOTAL COMBINED ALLOWED FLOW 378.5 GPD *(EXISTING RESIDENTIAL USE GRANDFATHERED AT 220 GPD TOTAL) C ; 10 YR 7/6 MED. SAND C ; 10 YR 7/2 MED. SAND C ; 10 YR 7/4 MED. SAND C ; 10 YR 7/4 MED. SAND B ; 10 YR 413 ; LOAMY SANE 8 ; 10 YR 516 ; LOAMY SANE 0 ; 10 YR 513 LOAMY SANE B ; 10 YR 5/6 ; LOAMY SANE B ; 10 YR 4/3 LOAMY SAND B ; 10 YR 5/4 LOAMY SAND TOTAL PROPOSED FLOW ON 1254 & 1276 370 GPD (PROPOSED FLOW OKAY AS LESS THAN ALLOWED FLOW) 1276 MAIN ST (M BE DEED RESTRICTED M 118 GPD): 132- (ELEV 25.9) 132- (ELEV 26-0) 132- (ELEV 26.0 132- (ELEV 26.5) 14- (ELEV 32.3) 12- (ELEV 34.8) 10- (ELEV 26.7) 10- (ELEV 32.9) 11- (ELEV 26.1) (ELEV 29.9) APPLY NITROGEN AGGREGATION TO 1254 AND 1276: RETAIL: 2200 SF x 50 GPD/1000 SF 110 GPD Registered Professional Engineers C1 ; 10 YR 516 ; MED. SAND C1 ; 10 YR 614 ; MED. SAND Cl; 10 YR 6/8; MED-FINE C1 ; 10 YR 6/4 ; MED. SAND C1 ; 10 YR 616 ; MED-FINE C1 ; 10 YR 616 ; MED. SAND 1254 REQUIRES ADDITIONAL CREDIT LAND OF. and Land Surveyors SAND SAND 260 GPD -158.4 GPD = 101.6 GPD IN CREDIT PIRM-SED SYSTM - 1254 UNN 66- (ELEV 28.0) 62- (ELEV 30.6) 54- (ELEV 23.0) 60- (ELEV 28.7) 50- (ELV 22.8) � 63- (ELEV 25.6) 101.6 GPD x 40000 SF/440 GPD = 9,236 SF PERC RATE = <5 MIN. / INCH 78 North Street - 3rd Floor C2 ; 10 YR 7/4 ;• MED. SAND C2 10 YR 7/4 ; MED. SAND C2; 10 YR 613; MED-FINE C2 10 YR 7/4 ; MED. SAND C2 ; 10 wYR 614 ; MED-FINE C2 ; 10 YR 7/3 ; MED. SAND APPLY CREDIT LAND RESTRICTION OF 9,236 SF OVER 1276. Hyannis, Massachusetts 02601 SAND SAND LTAR = 0.74 GPD/SF (CLASS 1) 132- (ELEV 22.5) 132- (ELEV 24.8) 132* (ELEV 16.5) STRATIFIED 120" (ELEV 23.7) 126- (ELEV 16.5) 126- (ELEV 20.3) - ON 1276 THIS LEAVES AREA FOR SEPTIC FLOW OF. MIN. LEACHING AREA OF S.A.S. REQUIRED: Phone - (508) 771-7502 NO WATER TO 132" (ELEV 25.-9) NO WATER TO 132- (ELEV 26.0) NO WATER TO 132- (ELEV 26.0) NO WATER TO 132- (ELEV 26.5) NO WATER TO 132- (ELEV 22.5) NO WATER TO 132- (ELEV 16.5) NO WATER TO 126- (ELEV 16.5) NO WATER TO 126' (ELEV 20.3� 20,017 SF - 9,236 SF = 10,781 SF 260 GPD/0.74 GPD/SF = 352 SF MIN. Fax - (508) 771-7622 PERC 0 48- (ELEV 32.9) PERC 0 40- (ELEV 33.7) PERC 0 48- (ELEV 29.5) PERC 0 48' (ELEV 23.5) PERC 0 52- (ELEV 26.5) 10,781 SF x 440 GPD140000 SF = 118.6 GPD PROPOSED SAS: � RATE- <2 MINIIN RATE= <2 MIN IN RATE= <2 MIN/IN RATE- <2 MIN/IN RATE= <2 MIN/IN FLOW OF ONLY 110 GPD PROPOSED ON 1276 WHICH IS 2 - 8.51 x 4.83'W LEACHING CHAMBER UNITS www.boxter-nye.com CLASS I SOIL CLASS I SOIL CLASS I SOIL CLASS I SOIL CLASS I SOIL LESS THAN THE ALLOWED 118.6 GPD WITH 2 OF STONE ON SIDES, 4' OF STONE AT ENDS I CERTIFY THAT ON I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME SIDEWALL AREA: (8.83 + 25) x 2 x 2' DEPTH 135 SF CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 BOTTOM AREA: (8.83' x 25'-) 221 SF TOTAL EFFECTIVE LEACHING AREA 356 SF SIGNATURE DATE SYSTEM DESIGN CAPACITY. 356 SF x 0.74 GPD/SF = 263 GPD>260 OK. VARIANCES: SEPTIC TANK SIZING: FIRST COMPARTMENT= 260 GPD x 200% = 520 GAL TITLE V SECTION 310 CMR 15.203: SEWAGE SYSTEM FLOW DESIGN CRITERIA SECOND COMPARTMENT= 260 GPD x 100% = 260 GAL 48 HR AND 24 HR = 520 + 260 = 780 GAL MINIMUM SEPTIC COMPONENT SIZEING FOR SYSTEM DESIGN: REQUIRED 1000 GPD USE 1500 GALLON H-20 TANK. MINIMUM PROVIDED = 260 GPD STAMP S TA MP (ACTUAL SEPTIC DESIGN FLOW FOR BUILDING USED, PER DEP POLICY WITHIN ZONE 2) GREASE TRAP SIZING: 10 SEATS x 15 GPD/SEAT = 150 GALLONS USE 1000 GALLON GREASE TRAP, MINIMUM ALLOWED IN OFtiG bt% O MATTH Wo . EDDY -A M PROPOSED SYSTEM - 1266 MAIN STREET v CIVIL ca AND IV PERC RATE = <5 MIN. INCH A .0 No.431-83 GIs LTAR = 0.74 GPD/SF (CLASS 1) T --- --- 41---------- MIN. LEACHING AREA OF S.A.S. REQUIRED: 40 2 BEDROOMS = 220 GPD DESIGN FLOW, J9 -- --I- / / 40 SCH 40 PVC VENT BENCHMARK: 220 GPD/0.74 GPD SF = 297.3 SF MIN. 38------- ------ 39 WITH ANIMAL SCREEN CBDH G) NITROGEN A-6 ELEV.=36.84 CON SULt'AN T 37 k IGREQATION PROPOSED SAS--,.CREDIT LAND----__ r�l AREA =-%�41 SF -37- 2 - 8.5'L-x 4.83W LEACHING CHAMBER UNITS 8.83'W x 251 WITH 2' OF STONE ON SIDES, 2' OF STONE AT ENDS 6- �M-EJ4T-- LEACHING CHAMBER SIDEWALL AREA: (8.83' + 21) x 2 x 2' DEPTH = 119 SF N ST1diiMWATERMAAG cd; BOTTOM AREA: (8.83' x 21) = 185 SF \ FACILITY #i- L-,739---� I I I -- - I - /'<--35 TOTAL EFFECTIVE LEACHING AREA 304 SF 36 9f SYSTEM CAPACITY = 304 SF x 0.74 GPD/SF=225 GPD>220 GPD, ------------ J2 3 I 36 ammmmmo Nt \ '. I J- D OX \�5 C) SEPTIC TANK SIZING: 220 GPD x 200% = 440 GALLONS CONSULTANT 0 J0 4-- USE 1500 GALLON SEPTIC TANK MINIMUM ALLOWED aoaaOX150 0 70 --M- 1 RESERVE - ------- 29 SAS GARBAGE GRINDERS (NOT INCLUDED) NIA oza 0 36 0 0 O�ORO�0-0 0 28- J, 0�0 - I /1 45 L 4* SCH 0c, 00 0060 0- 40 P AT 2% 0 0 00� 0 00 0- 0 00,0 0 33 PREPARED FOR 1.�100 GALLON 1500 ON (3) rXIS NG EASE TRAP 35 CES$POO S T co COMPYAR -0 --rA Benjamin J. Losordo PUMPED ND 0 OVE 0; SEP* fAN lor, LmLrrK NOTES: 2 LF 4" CAST IRON N/F COUTIT OSTERVILLE Trustee of the 34- 1. CAUTION: -888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 36 T-Ij�E TO ROOr% ARSTONS MILLS FIRE DISTRICT THE CONTRACTOR SHAH CONTACT DIG SAFE (AT 1 34-----,"1 1 % / 72,HOURS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VER-ncALLY, I ( - _ 34 12 074" CAr, 10 DEED BK 545 PG191 OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES,• u) U I I 1 1, - ---- - t 0 \M PARCEL 119-009 S.B. Nominee Trust KITCRth SEWER`AT\01y- CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY 30 G) VERIFIED BY THE OWNER, THE ENGINEER, OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES P.O. Box 1637 0 -73 0 WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT U U Sandwich, MA 02563 SERVE A )CYA INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NO TI TY 37 10 LF 4' CASTIR6N CROSSINGS, VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH A� GALION PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND UTILITIES CENTER INE ENDS SANITARY SEWER IIAT 2% AS REQUIRED. N, R�tAINI f3 #V�LL, S PIP 0 7Z, 36 5 1 ELEV.= 6.6/2/ \\k\ --- 2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. PROJECT T TLE 8.6S' x 21' 3. A MINIMUM 10' HORIZONTAL SEPARA11ON SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. WHERE WATER UNES CROSS SEWER LINES, THE 0 LEACHING SEWER LINE SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18" BELOW THE WATER LINE. THE SEWER LINE JOINTS SHALL BE LOCATED D-BOX CHAMBER 7) J6 EQUIDISTANT AND AS FAR AWAY FROM THE WATER LINE AS POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL AND/OR VERTICAL SEPARATION Proposed Commercial Development E!24 00 AS STIPULATED ABOVE, BOTH THE WATER UNE AND SEWER LINE AT THE CROSSING LOCATION SHALL BE CONSTRUCTED OF MECHANICAL JOINT CY i/ 000 000 -7 000 CEMENT-UNED DUCTILE IRON PIPE FOR ONE FULL 20' PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. THE 1254, 1266, & 1276 1j!A �0, JOINTS FOR BOTH PIPES SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH PIPES SHOULD BE PRESSURE TESTED TO 150 PSI Main Street N/F TRANS-CAPE INC. -L TO ENSURE THAT THEY ARE WATERTIGHT. 2400 bF I , I 1 1 OHO N3 W C/O SILVA & SILVA 000 Barnstable (Osterville), MA DEED BK 12836 PG 40 4. THE ON-SITE WASTEWATER 'TREATMENT FACILITIES (SEPTIC SYSTEMS) HAVE BEEN DESIGNED, AND SHALL BE CONSTRUCTED, IN ACCORDANCE NTH 310 PARCEL 119-008 CMR 15.00-STATE ENVIRONMENTAL CODE TITLE V. XISTIN� 4ATFJ N % % ,.) t i N LINL �5HUWN -f- FROPOSM ONE-STORY -O-MM WATER SUPPLY 5. ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS OF THE C PER DIG-SAFE MARKINGS CAFE AND FiffrAL DIVISION AS AMENDED TO PRESENT. DIVISION HAS AUTHORITY TO AMEND PLANS. IF ANY CONFUCTS NTH THE CONTRACT DOCUMENT OCCUR THE HIGHER EN I STANDARD SHALL APPLY. THE WRITTEN SPECIFICATIONS OF THE WATER DIVISION ARE HEREBY INCLUDED BY REFERENCE AND ATTACHED AS AS ASM SEPARATE DOCUMENT. 1-4LF--e 6. VALVE BOXES AND CURB BOXES SHALL BE BUFFALO OR PIONEER AND SHALL BE FURNISHED AND INSTALLED FOR ALL VALVES. THEY SHALL BE PVC SEWER, CAST IRON, TAR COATED, SLIDING TYPE ADJUSTABLE VALVE BOXES TOGEIHER WITH CAST IRON COVERS. SEE WATER DIVISION REGULATIONS. MAINTAIN EXISTIN&C� INV OUT AT, PROPdS 7. TYPICAL COVER OVER WATER LINE SHALL BE 5'. IF LESS THAN 4' OF COVER IS PROVIDED, INSULATE WATER LINE AGAINST FREEZING. �D OVERHEA ELECTRIC, 8. C-O-MM WATER SUPPLY DIVISION APPROVED WATER SUBCONTRACTOR AND INSPECTOR REQUIRED. COST OF THE INSPECTOR SHALL BE BORN BY THE TELE�HONE, CABLE --bT- L) CONTRACTOR/WATER SUBCONTRACTOR. 20 FRONT SETBACK ANI� DATA� SERVICES LL1 0 GAS SERVICE 9. GAS, ELECTRIC, DATA COMM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK, EQUIPMENT AND MATERIALS FOR INSTALLATION OF THESE 41/ UTILITIES SHALL BE OWNED AND PERFORMED BY THE CONTRACTOR. UTIUTIES SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE CONTROLLING UTILITY COMPANY. CONTRACTOR SHALL COORDINATE ALL FINAL LAYOUTS AND DETAILS WITH APPUCABLE - ST. 38 PE DIG-SAFE UTILITY COMPANY. VENT COMMENTS - -- ------- 2"> SED O)MES7DC-- YARKINGS A JKL 03107118 PER HEALTH DEPART 'WINTER NO ST. I/W ------ e;URk STOP 10. POWER AND COMMUNICATION DUCT BANKS SHALL BE INSTALLED IN ACCORDANCE NTH DETAIL #C-832. WHERE A DESIGN BY THE UTILITY COMPANY A JKL 02/08/18 PER WATER DEPT COMMENTS`/ C.D.s W W 29- �6 -2 OR MEP ENGINEERS ARE PROVIDED THOSE SHALL SUIPERCEDE #C-832. 50 ------W- W EX. 8" WA G icy- w7-/ JKL 12/21/17 BENCHMARK ADDED AT 1266 MAIN ST. ---/0 �I S --m- �I-L,- / A - -------:- J -- IW/TL.�.- 11. ALL COMMERCIAL UGHTING SHALL DIRECT ALL LIGHT SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. ALL COMMERCIAL LIGHTING SHALL HAVE Tr- - 3 -- M�A R�K I PAVED AREA W --w n.--63VARDRAIL W BENCHMARK THE FIXTURE HEIGHT SET AT 20' MAXIMUM HEIGHT ABOVE GRADE. LIGHTING DESIGN SHALL MEET THE REQUIREMENTS OF THE CAPE COD COMMISSION JKL 11/09/17 PER SITE PLAN REVIEW COMMENTS WATEFTGATE TB-95-001 "EXTERIOR LIGHTING DESIGN*. ELEY.=S8.78 BENCHMARK N 01 BY I DATE DESCR PT ON cc B t - - M RK EXISTING GAS 12. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT. BACK FILLING OF TRENCH SHALL HYDRANT STREET SID LINE SHOWN INCLUDE 12" IN DEPTH PLOWABLE FILL TO THE BASE COURSE OF THE SURFACE TREATMENT. THE SURFACE TREATMENT SHALL THEN BE REPLACED IN SHEET T TLE PER DIG-SAFE 0 BONNET BOLT u MARKINGS :o MAINI'l STREET KIND. ELEVATION=35.58 FEE 13. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BACKFILLING FOR ALL UTIUTIES AND MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE Septic System and OF THE PROJECT AND CONTRACT DOCUMENTS. CONTRACTOR SHALL REFER TO MEP AND LANDSCAPE PLANS BY OTHERS FOR ADDITIONAL INFORMATION EX. 11�PL GAS MAIN AS APPLICABLE.EOP Utility Plan 14. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE CONSTRUCTION DETAILS -H-W- -W- 0% G G PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. W- OH G I OHW- SHEET NO 15. ALL COVERS, CURB BOXES, GRATES, AND OTHER FINISH SURFACES SHALL BE RESET TO THE NEW FINISH GRADE. 16. THE FIRST 10 FEET FROM THE BUILDING FACE FOR STORM DRAIN, SEWER AND WATER PIPING SHALL FOLLOW THE PLUMBING CODE. THIS INCLUDES THE FIRST 10 FT OF STORM DRAIN AND SEWER PIPE TO BE CAST IRON MATERIAL. REFER TO PLUMBING PLANS BY OTHERS AS APPLICABLE. C5wO 18. WHERE U11LIlIES CALLED OUT TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED CONTRACTOR SHALL OWN REMOVING PIPE AND APPURTENANCES AS NEEDED WHERE THEY CONFLICT WITH PROPOSED WORK. D A T E OCTOBER 10, 2017 20 0 20 40 SCALE IN FEET ALE 1-=20' DRAWN BY JKL CHECKED BY MWE JOB NO 2017-050 FL E 2017-050 UT.dwg --------------- ...... -------- XTER NYE ENGINEERING & SURVEYING 1254 MAIN STREET - SEPTIC SYSTEM PROFILE RUN 4" CAST IRON TANK NOTE - ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. VENT INDEPENDENTLY ON OUTSIDE OF BUILDING OR TIE TO INTERNAL VENTING. BAXTER NYE (ALL DE)WORK PER PLUMBING (2) 24" FRAMSES AND COVERS AT F.G. SET MANHOLE FRAMES ENGINEERING & & 4 SCH 40 PVC VENT SURVEYING 6 GRADE=36.9t COVERS TO FINISHED GRADE. OP OF FINISH FLOOR=38.5t FINISH GRADE=36.9t RISERS & COVERS SHALL BE WATERTIGHT " 24"� 4" CI » 24'� ADJUST TO GRADE WITH FINISH SET COVER TO FINISH GRADE FINISHED GRADE=37.6t VENT 2" C.I. TEE SEWER BRICK WITH 3/4• CEMENT �R /\ / RISER & COVER SHALL BE WATERTIGHT WITH ANIMAL SCREEN MORTAR WATERPROOFING OUTSIDE 3" MIN. AIR GAP SET RISER & COVER TO WITHIN Be � KITCHEN SEWER: - (CUT C.I. TEE ) 7- 4 IF 4 SCH TOP OF TANK=35.20 OF FINISH GRADE. RISER & COVER �. Registered Professional Engineers t and Land Surveyors 12 LF 4" CAST IRON AT 2% _ 12" 40 PVC AT 2.5% 3 MIN. FINISH GRADE=36.2t SHALL BE WATERTIGHT N INV OUT=34.80 INV IN=34.55 INV OUT=34.30 • 45 LF, MAX. 4" SCH 4 SCH 40 PVC MAXIMUM GRADE OVER TO GREASE TRAP D.I.P. PIPE. CAULK & - TYP, SEAL CONSTRUCTION JOINT ` MIN. " MIN. 40 PVC AT 2% LEACHING SYSTEM = 36.2f SEAL AROUND PIPE 3" WITH BUTYL RUBBER ON ALL - 78 North Street - 3rd Floor 36"min t • t • WATERTIGHT-TYP. FOR 4'-0' PRECAST STRUCTURES (2) INV IN=34.20 10 MIN. • ■ -INV OUT=33.95 FIRST 2' (TO 2 OF /� -/�2 DOUBLE SANITARY SEWER: INLET & OUTLET UQUID " ENSURE PROPER Hyannis, T IRON AT 2% (HEIGHTS NOT STANDARD) 24'min LEVEL 5'-0" II PVC BE LEVEL) WASHED PEASTONE ELEV=33.24 9 Massachusetts 02601 10 LF 4 CAS �' .•f " " (Max) Cover PIPE CONNECTION 7 LF, MAX. 4 SCH OR FILTER FABRIC 36 BETWEEN ALL INV OUT=34.40 ANCHOR TEE TO ST. STEEL CLAMP & EXP. BOLT ON UQUID GAS BAFFLE 2• 40 PVC AT 2% " WALL ;; INSIDE OF TANK TYP. BOTH TEES LEVEL CEZ CHAMBERS W/4 Phone - 508 771-7502 TO SEPTIC TANK 5" WALLS - SUMP :. " CONCRETE LEACHING CHAMBERS SCH 40 PVC ) SLAB=29.5t :...: :.:.::.:.: ..:.;.::.. 4 INV IN=3 . _ Fax - (508) 771-7622 . :...,...•: . '. • ; 0 GAS ��:� 3 05 6 T INV OUT 32.88 . . . . 1000 GALLON REINFORCED CONCRETE BAFFLE PRECAST SEPTIC - - T_ SET ON LEVEL CRUSHED 4 DIA PVC BAFFLE 6" CRUSHED �' INV JN=32.74 O O O O C� O O WWW.baXter-nye.COm TANK, H-20 LOADING • STONE BASE STONE BASE s" cv W a_ p p FOOTING ° 6 o O O BOTTOM OF 0 0 9' LONG _ ,.:. w ..;:: •"'.,•..., '�.. ;, w -CHAMBER & STONE UNDISTURBED EARTH 5'-3" WIDE 6 CRUSHED STONE UNSUITABLE SOILS, IF ENCOUNTERED BELOW �" - 1 » ELEV=30.74 BASE THE REMOVED TONTHEL C HORIZON"" AS(TOP OF ),REQ�UIREDE 5' MIN LDOUBLE WASHED STONE 1� � I f7/1r 15�GALLON TWOEY ST1PO-H20 O IT EQUAL C TANG CISIFA UTION BOX SEE CONSTRUCTION NOTE #5 HEREON. I No Groundwater Observed ® Elev=25.9 (L,�'20) SHOREY ST1500-H2O OR EQUAL NOTES: ` TO BE INSTALLED ON A LEVEL STABLE BASE SHOREY DB-9 H-20 OR EQUAL SQL�QRP'TM BY87M( )LEACHM CHANT H-20 � SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY TO BE INSTALLED ON A LEVEL STABLE BASE NOT TO SCALE A. GREASE TRAP WILL BE SET ON A LEVEL STABLE BASE. B. GREASE TRAP WILL CONFORM TO H-20 LOADING SPECIFICATIONS. 100" C. ACCESS COVERS WITH 24" COVERS SHALL BE CONSTRUCTED TO GRADE OVER INLET AND OUTLET PIPES. 4..0'. 4"(8"H-20) STAMP D. GREASE TRAP SHALL BE INSPECTED MONTHLY AND SHALL BE CLEANED WHEN :. : .. : '<.. �-I 20" DIA I-- cN OFMAS 4a THE LEVEL OF GREASE IS 25% OF THE EFFECTIVE DEPTH OR AT LEAST EVERY " " 3 MONTHS. 3/4 -1.5 DOUBLE WASHiU'$TONE'.. :0 o� MATTHEW tiG� EDDY 8.83 EEE8.5 4.83 2 CHAMBERS 3" ® ® ® ® ® ® ® ►� CIVI ... .. • •. •• . .. .•.... ...... .. ... � � •off � No 83 '2.0' N occ�FG�STE�� SS�ONAL EN 102" CONSULT T PLAN OF SOL ABSORPTION SYSTEM WITH 500 GALLON PRECAST LEACHM CHAIN NOT TO SCALE I CONSULTANT 4 q SEE SEPTIC SYSTEM AND. UTILITY PLAN SHEET �C5.0 FOR SEPTIC SYSTEM DESIGN REOUIREMENTS AND SOIL TEST INFORMATION r PREPARED FOR r _ Q Benjamin J. Losordo,. Trustee of the S.B. Nominee Trust P.O. Box 1637 Sandwich, MA 02563 1266 MAIN STREET - SEPTIC SYSTEM PROFILE NOTE - ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. PROJECT T TLE Proposed Commercial Development EXISTING DWELLING - 1266 MAIN ST. 1254, 1266, & 1276 EXISTING FINISH FLOOR=38.9t Main Street 7EXISTING GRADE=37.0t SET AT LEAST ONE MANHOLE FRAME " & COVER TO WITHIN 6' OF FINISH GRADE. SET MANHOLE FRAME 4 SCH 40 PVC VENT Barnstable (Ostervllle), MA RISERS & COVERS SHALL BE WATERTIGHT & COVER O GRADE (LOCKABLE) WITH ANIMAL SCREEN RISERS & COVERS SHALL BE WATERTIGHT Z FINISH GRADE=36.3 FINISH GRADE=36..5 SET TFINISHH GRADE. & COVER SHALLN SHALL BE WATERTIGHT SEPTIC CONSTRUCTION NOTES: 11 LF 4" SCH 40 3' MIN. MAXIMUM GRADE OVER LEACHING SYSTEM = 37.2 PVC AT 2% 3 LF 4" SCH 40 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V IX. INV OUT=34.8 6" MIN. PVC AT 2% 2" OF DOUBLE ENSURE PROPER OF THE STATE SANITARY CODE DATED SEPTEMBER 9 2016 AS AMENDED FIRST 2' (TO BE LEVEL) WASHED PEASTONE ELEV=34.30 9" (min) Cover PIPE CONNECTION THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS INV IN=34.58 10 MIN.�C :.• INV OUT=34.33 OR FILTER FABRIC 36" (max) ,Cover BETWEEN ALL APPLJCAEILE. 2» _ INV OUT=34.10 CHAMBERS W 4" GAS BA �- CONCRETE LEACHING CHAMBERS IX. SLAB=30.9f INV IN=34.27 ► » • ,.... _ SCH 40 PVC 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. 14' 'r 6 SUMP . 20 LF, MAX. 4 SCH 40 PVC AT 2% w 4 DIA. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR REINFORCED CONCRETE 6' CRUSHED • • �_ APPROVAL BY THE ENGINEER. STONE BASE ' Ud INV IN=33.90 O O O O O r :+.' :•• ' •."•..L r•,.'. : '" tv 14rw BOTTOM OF 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE o O O o 0 -CHAMBER & STONE BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. 6' CRUSHED UNSUITABLE SOILS, IF ENCOUNTERED BELOW y x _ 1,� ELEV=31.90 ® JKL 03/07/18 PER HEALTH DEPARTMENT COMMENTS STONE BASE THE PEASTONE ELEV (TOP OF SAS), SHALL BE 5' MIN DOUBLE WASHED STONE 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHEDULE 40 PVC. UNLESS REMOVED TO THE "C HORIZON" AS REQUIRED + OTHERWISE NOTED HEREIN. ® JKL 02/08/18 PER WATER DEPT COMMENTS / C.D.'s 00 GALLON ONE"COWARUBff SEPTIC TANG 0-1-20) DOIMUIKM BOX 0+20) - SEE CONSTRUCTION NOTE #5 HEREON. No Groundwater Observed ® Elev=22.5 " � ® JKL 12/21/17 BENCHMARK ADDED AT 1266 MAIN ST. NOT TO SCALE NOT TO SCALE 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE C HORIZON , FOR A WL ABSOFi"M SYSTB111 W) LEACHM CHANGER H-20(TYPICAL? HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH 10 JKL 11/09/17 PER SITE PLAN REVIEW COMMENTS NOT TO SCALE CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. � O BY DATE DESCR PT O � 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF 100" COVER. SHEET T T L E 4" 8"H-20 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER DISPOSALS. septic System Design 2.0' 2.0' � ) 20" DI - - - . •• •• `' •'• '• � ' ,• : A� _� 8. CAUTI� THE CONTRACTOR SHALL CONTACT DIGSAFE (AT 1 888 DIG SAFE) � � 3/4"-1.5" DOUBLE WASHED.-STONIE-.• 2. AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS profile & Details BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING 8.83' 8.5' 4.83' 2 CHAMBERS 3" ® ® ® ® ® ® ® UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING :.•. .. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT SHEET K 0 BE O, EON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED�BY THE OWNERD TO THOSE OR ITS OWN ERREPRESENTATIVE. THE CONTRACTOR AGREES TO N 2• ® ® ® ® ® ® BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. C5ml IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION THE CONTRACTOR 21.0' - 102" SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY D ATE OCTOBER 10, 2017 CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED PLAN OF SOL ABSORPTION SYSTEM INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 500 GALLON PRECAST LEACF�iVG 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL NOT TO SCALE LAYOUT $HALL BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. SCALE NOT TO SCALE DRAWN BY JKL CHECKED BY MWE J 0 B NO 2017-050 F L E 2017-050 PS.dw