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Home My WebLink About0486 SOUTH MAIN STREET - Health 486 SOUTH MAIN ST Centerville (File#2) A = 206 — 063 ///E SMEAD KEEPING YOU ORGANIZED N0. 12534 2-153LOR 0 SUSTAINABLE IN RESTIVE MIN,RECYCLED Certified FiberSourcing CONTENTIO/e www.sfiiprogram.org CONTENT SFi-0rsvo MADE IN USA GET ORGANIZED AT SMEAD.COM d l t O O I t 7f _� .. a I 10-24-2016 & 01 = tee-1s} DEED RESTRICTION c� .p. v Fr WHEREAS, BAYRIDGE REALTY LLC, a Massachusetts Limited Liability Company, is the owner of 489 South Main Street, Centerville, Massachusetts CA 02632 w (hereinafter referred to as Lot 1, #489 South Main Street, Barnstable, Centerville, Barnstable County, Massachusetts 02632 and being shown on a plan entitled "Plan of Land in Centerville, surveyed for Alice H. Rand, Scale 50 feet to an inch June 1922, Frederick O. Smith, C.E.", which said plan is duly recorded with the Barnstable County Registry of Deeds in Plan Book 10, Page 79. WHEREAS, Bayridge Realty LLC, as the owner(s) of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in the present home built on said lot as a pre-condition 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-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a permit for the installation of a new Title V septic system on the property, is requiring that the agreement for the 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 instrument. HOWEVER, if the premises are ever connected to a town sewer system, this restriction will become null and void. NOW,THEREFORE, BAYRIDGE REALTY LLC does hereby place the following restriction on their above-referenced land in accordance with their agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 489 South Main Street, Centerville, Massachusetts 02632 may have constructed upon the lot a house containing no more than FOUR (4) bedrooms. Bayridge Realty LLC agrees that this shall be a permanent deed restriction affecting the house located on 489 South Main Street, Centerville, Massachusetts and being shown on the plan recorded with said Deeds in Book 10, Page 79. For title, see Deed recorded with the Barnstable County Registry of Deeds in Book 29864, Page 217. Executed as a sealed instrument this day of October, 2016. Bayridge Realty LLC er uthorized Signatory COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: October, 2016 Then personally appeared the above-named Dennis Kerkado, who proved to me through satisfactory evidence of identification, which was as Massachusetts Driver's License, to be the persons whose name is signed on the preceding or attached document, and swore or affirmed to me that the contents of the document are truthful and accurate to the best of his knowledge and belief and acknowledged to me that he signed it voluntarily for its stated purpose and as the free act and deed of the LLC. (seal) lic: Stanley P. Nowak My C651thission expires: June 20, 2019 STANLEY P. NOWAK NOtarY Public Commonwealth of Massachusetts y My Commission Expires June 20,2019 BARNSTABLE REGISTRY OF DEEDS John F, Meade, Register 49 0' ............. v t�;O, All lull P.1� M,A 'i ........................ 14JQ F\V-- 9. CAV-S4 AMP.. an ............... -27(r IfV G pm 3:42 1:30 :t� Rd 9L VZ 49 0" ................. _IA vv "in w t Ku S LA F. wifi4 K illl.�L 490 ti k 1; NAH, J5 j. 1-.,. "AV Ell r e 4�w 22'(rL- 5", 4, V6 y N z IY vlv 40'0" o i Q 22'0.. . 0 Massachusetts Department of E ntal Protection G Bureau of Resource Protection - Wetlan:ds WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protectioii Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of B rnstable Code DA- 15010 A. General Information Important: When filling,Out. From: forms on the Barnstable computer, use only the tabs Conservation Commission key to move To: Applicant Property Owner(if different from your cursor; do not use the. Charles Richardson return key. Name Name 33 Linwood St. Ll� J Mailing Address Mailing Address Andover MA 01810 _ City/Town State Zip Code City/Town State rarcz i 1. Title and Date (or Revised Date if applii,cat_ile)of Final Plans and Other Documents: !€{ Title Proposcd Se tic Syste.Y m Upgrade Plan(stamped) b Peter McEntee, PE 1/17/2 D z I te Title, Dato' Title Date 2. Date Request Filed: January 23, 2015 4 i ' B. Determination Pursuant to the authority of M.G.L. c. 1 1 40 and 237-1 to 237-14 i , § § § Town of Barns the Conservation Commission considered your Request for Determination of Applicabili supporting documentation, and made the following Determination. Project Description (if applicable): Title-5 septic uagrade e i — _ 1 Project Location: 489 South Main St. Centerville Street Address Village 206 063 Assessors Map Number Assessors Parcel Number wpaform2.00c•Ret ues l for Deparlmenlal Action Fee Transmittal Form-rev.1016/04 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands i WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protectioi Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Brrstable Code DA- 15010 B. Determination (cost.) 1 The following Determination(s)is/are applicable,to the proposed site and/or project relative Protection Act and regulations: Positive Determination Note: No work within the jurisdiction of 0 e Wetlands Protection Act may proceed until a fin Conditions (issued following submittal of a,Notice of Intent or Abbreviated Notice of Intent) Resource Area Delineation (issued folio Ang submittal of Simplified Review ANRAD) has b from the issuing authority(i.e., Conservation Commission or the Department of Environme ❑ 1. The area described on the.referej iced"plan(s)is an area subject to protection under t Removing,filling,dredging, or altering of'I ie area requires the filing of a Notice of Intent. ❑ 2a. The boundary delineations of t11 following resource areas described on the referen confirmed as accurate. Therefore,the re•ource area boundaries confirmed in this Determin binding as to all decisions.rendered purs tart to the Wetlands Protection Act and its regulati such boundaries for as long as this,Detentnination is valid. ❑ 2b. The boundaries of resource areas listed below are not confirmed by this Deter � regardless of whether such boundaries are contained on the plans attached to this Det to the Request for Determination. ❑ 3. The work described'on referenced plan(s) and document(s) is within an area subj protection under the Act and will remove, fill, dredge, or alter that area. Therefore; s requires the filing of a Notice of Intuit. ❑ 4. The work described on referenced plan(s) and document(s) is within the Buffer Z alter an Area subject to protection u"ider the Act. Therefore, said work requires the f Notice of Intent or ANRAD Simp,lifie Review(if work is limited to the Buffer Zone). ❑ 5. The area and/or work described,a n referenced plan(s)and document(s) is subjec and approval by: Barnstable Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: _§ 237-1 to §, 237-14 Town of Bar-nstzale Code- Chapter 237 _ Name Ordinance or Byla wpaform2.doc•Retli es"for Departmental Action Fee Transmittal Form•rev.10/6/04 Massachusetts Department of Environmental Protection is Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and 237-1 to 237-14 Town of Barnstable Code DA- 15010 B. Determination (cont.) - ❑ 6. The following area and/or work,iir any, is subject to a municipal ordinance or by] subject to the Massachusetts Wetlands Protection Act: ❑ 7. If a Notice of Intent is filed for th work in the Riverfront Area described on refer and document(s), which includes 511 or part of the work described in the Request, t must consider the following alternatives. ('Refer to the wetland regulations at 10.58 information about the scope of alto-natives requirements): ❑ Alternatives limited to the lot oii which the project is located. El Alternatives limited to the lot oij which the project is located, the subdivided lot adjacent lots formerly or prese tly owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is located the p 1 su parcels, any adjacent parcels,: nd any other land which can reasonably be obt the municipality. ❑ Alternatives extend to any sites which can reasonably be obtained within the a region of the state. Negative Determination Note: No further action under the We'tl4ids Protection Act is required by the applicant. Department is requested to issue a Sraoerseding Determination of Applicability, work m on this project unless the Department fc ils to act on such request within 35 days of the request is post-marked for certified mail'or hand delivered to the Department. Work ma at the owner's risk only upon notice to Ae Department and to the Conservation Commi Requirements for requests for SupersEsing Determinations are listed at the end of this ❑ 1. The area described in the Re u q ,esi is not an area subject to protection under the Buffer Zone. ❑ 2. The work described in the Request is within an area subject to protection under t not remove, fill, dredge, or alter that area. Therefore, said work does not require the Notice of Intent. ® 3. The work described in the Request is within the Buffer Zone, as defined in the re will not alter an Area subject to pro:tIction under the Act. Therefore, said work does the filing of a Notice of Intent, sub' t e d to the following conditions (if any). a) Sediment controls shall be at the work limits; b)_ Prompt-loarnin , seedin of di turhed area to follow. ❑ 4. The work described in the R'eyuesf is not within an Area subject to protection and (including the Buffer Zone).Tholrefo e, said work does not require the filing of a Noti unless and until said work alters an Vep,subject to protection under the Act. wpaform2.doc•req,esl for Departmental Action Fee Transmittal Form•rev.10/6104 NAP— Massachusetts Department of Ei�vironmental Protection ' Bureau of Resource Protection -Wetlands WPA Form 2 — DeterZa.tion of Applicability I� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code DA- 15010 B. Determination (cont.) ❑ 5. The area described in the Request is subject to protection under the Act. Since described therein meets the iequlrjements for the following exemption, as specifie the regulations, no Notice of Intent is required: 1 _ Exempt Activity(site applicable staklato y/recgui tory provisions) ❑ 6. The area and/or work describec in the Request is not subject to review and app _Barnstable Name of Municipality Pursuant to a municipal wetlands ordnance or bylaw. 237-1 to §237-14 Town of Barnstable Code Chapter 237 Name Ordinance or By C. Authorization This Determination is issued to the applical`t and delivered as follows: ❑ by hand delivery on ® by certified mail, return recei MAR - 9 2015 Date Date This --Determination Is valid for three years the date of issuance (except Determinatio Vegetation Management Plans which are valid for the duration of the Plan). This Deterrnin relieve the applicant from complying with all other applicable federal, state, or local statutes bylaws, or regulations. This Determination must be signed by a m i'jor ty of the Barnstable Conservation Commissi must be sent to the appropriate DEP Regiolial Office (see htt1i;l/tnww.tiiaSs-.cLv!dp� bout/re ion.findl�r.htrn)and the property owner(if different fro applicant). t sic gnaturs fi Q,1 f --6V— - Date wpaform2.doc-Ret ILiest ror Departmental Action Fee Transmittal Form•rev,10/6/04 i I Massachusetts Department of Environmental Protection -- Bureau of Resource Protection - Wetlands {` WPA Form 2 — Determina,flon of Applicability . Massachusetts Wetlands Proteetioi� Act M.G.L. c. 131, §40 and 237-1 to 237-14 Town of B rnstable Code DA- 15010 D. Appeals The applicant, owner, any person agc;.i;eved by this Determination, any owner of land abut upon which the proposed work is to be.done, or any ten residents of the city or town in whi located, are hereby notified of their right to request the appropriate Department of Environ Protection Regional Office (see htt //ww i-na5s.gov/d'bp/about/r6,qion.find. our.li m)to iss Superseding Determination of Applicability. The request must be made by certified mail or to the Department, with the appropriate filiiltg fee and Fee Transmittal Form (see Request f Departmental Action Fee Transmittal Form) as provided.in 310 CMR 10.03(7)within ten b from the date of issuance of this Determine tion. A copy of the request shall at the same ti certified mail or hand delivery to the Conse.rv<ation Commission and to the applicant if he/s appellant. The request shall state clearly a 7:d concisely the objections to the Determination appealed. To the extent that the Determination is based on a municipal ordinance or bylaw Massachusetts Wetlands Protection Actor regulations, the Department of Environmental no appellate jurisdiction. wpaform2.doc•Reo�est for Departmental Action Fee Transmittal Form•rev.1016/04 S � a Barnstable Town of Barnstable B"MAs� Board of Health rfn�u►tA 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi March 5, 2015 Mr. Peter McEntee, P.E. 12 West Crossfield Road Forestdale, MA 02644 RE: 489 South Main Street, Centerville A = 206-063, Dear Mr. McEntee, You are granted variances, on behalf of your client, Margaret Richardson, to construct an onsite sewage disposal system at 489 South Main Street, Centerville. The variances granted are as follows: 310 CMR 15. 405: To install the soil absorption system beneath six feet of soil cover, in lieu of the three feet maximum soil cover allowed. 310 CMR 15. 405: To install the soil absorption system five feet away from the front property line, in lieu of the minimum ten feet separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system twenty-seven (27) feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system sixty-four (64) feet away from a vegetated wetland, in lieu of the minimum 100 feet separation distance required Section 360-1 of the Town of Barnstable Code: To install a septic tank thirty six (36) feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a septic tank seventy- three (73) feet away from a vegetated wetland, in lieu of the minimum 100 feet separation distance required. Q:\WPFILES\489SouthMainSepticVarMcEntee-RichardsonFeb2Ol5.doc R The variances are granted with the following conditions: (1) No more than four (4) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be instaPed in strict accordance with the revised engineered plans dated January 17, 2015. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated January 17, 2015. These variances are granted because physical constraints at the site severely restrict the location of a soil absorption system due to vegetated wetlands bordering three sides of this lot. The proposed system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincerely yours, Wayne Miller, M.D. Chairman Q:\WPFI LES\489SouthMainSepticVarMcEntee-RichardsonFeb2015.doe I f 1 i [ [ fd _0: s o� Town. of Barnstable nntMA4Si;>e, Board Of Health ftaS�, a 9�0 o Ma�a�� 200 Maid 8tr�et,'Hyyannis MA.02601 r i i Office: 508-862-4644 Wayne Mi FAX: 5 0'8-790-6304 Paul Cann .luniehi Sa I March 5, 2015. Mr. P ter McEntee, P.E. 12 West Crossfield Road Forest dale, MA 02644 1 RE: 489 South Main Street, Centerville A = Dear Mr. McEntee, You fire granted variances, on behalf of your client, Margaret Richardson, to con onsit 6 sewage disposal system at 489 South Main Street, Centerville. The variance are al follows: 310 CMR 15. 405- To install the soil a ,sorption system beneath six feet of soil cover, in lieu of the three feet maximum soil cover allowed. 310 CMR 15. 405: To install the soil a sorption system five feet away from the front property line, in lieu f the minimum ten feet separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorpti I twenty-seven (27) feet away from a coastal bank, in lieu of the : 100 feet separation distance required. E € Section 360-1 of the Town of Barnstable Code: To construct a soil absorpti sixty-four (64) feet away from a vegetated wetland, in lieu of the 100 feet separation distance required Section 360-1 of the Town of Barnsti,able Code: To install a septic tank thirt feet away from a coastal bank, in lieu of the minimum 100 feet s distance required. I Section 360-1 of the. Town of Barnstable Code: To construct a septic tank three (73) feet away from a vegetated wetland, in lieu of the mini feet separation distance required. f r f Q:\WP['[[,[iS\489SouthMaiuSepticVarMci:n[ce-RichardsonFeb[?Q15a1cc _ ......... t I ( ( f 1 S The variances are granted with the following conditions: { (1) No more than four (4) bedrooms are authorized at this property. De study rooms, offices, finished attics, sleeping lofts, and similar-type roo I are considered "bedrooms" according to the MA Department I Environmental Protection. i (2) The applicant shall record a properly worded deed restriction, signed the owner of the property, at the Barnstable County Registry of Dee restricting the property to four bedrooms maximum. A copy of t recorded deed restriction shall be submitted to the Health Agent prior obtaining a disposal works constjruction permit. 3 The septic system shall be i nstalled in strict accordance with th I engineered plans dated January 17, 2015. (4) The designing engineer shall s ipervise the construction of the onsit Idisposal system and shall certify in writing to the Board of Health that th was installed in substantial compliance with the submitted plans date 17, 2015. These variances are granted because physical constraints at the site severely re locati.nn of a soil absorption system due to vegetated wetlands bordering three sides The roposed system appears to be designed to meet the maximum feasible c standards contained within the State Environmental.Code, Title V. i I Sincerely yours t l Wayne MI,filler, M.D. t Chairo!-6n t l i f e i f t i i i � I t t t i I QAWPFILEM4MouthMainSepticVarMcEn tee-Richardsm&620 5Aoc i LEGEND -- N 20---- EXISTING CONTOUR X - Raad 20.12 EXISTING SPOT GRADE tial l5 PROPOSED CONTOUR cn�rcn `n s —W— EXISTING WATER SERVICE awe eo�o e OVERHEAD WIRES r 0 8.ta WETLAND FLAG �Ar a V 206 WETLAND SYMBOL w � TEST PIT BENCHMARK �e5 LOCUS �66 s 62 9600 2,of 1s.P. LOCUS MAP NOT TO SCALE MBLU 206-063 Salt marsh V-107 4.42 — -1 4.78 V-105 5.71 1 7.01 4.50 V-102 ef.. Y{et/onds m 4.71 4,40 4.62 :40 c. 1 COA77AL-5MIK 4.66 V-103 £XISTING SEPTIC TANK RIM, EL-7'5.83 to / 000,ANiVUAC \ INV.(OUT)=11.48f ' V-109 \o Deck o A y; w 5 40 .q \ 8.75 s, EXISTING x 15. �- HOUSE (J/489) EXISTING TRENCH e 'n (SEE NO TE�7—SHEET 2) rr\ 11 �{ I 27 1 I j (OF=17 24 I °e ./�a� \ TO BE REMOVED (NAVD88)iw /y MADEP POLICY 92-1 Figure 3 4.16 /o`-o .76 a 3 FLAG P k 9.56 MADEP POLICY 92-1 Figure 2 DrIve \\�\T 1014 X 1/ �1499 15803 14 _.. ' -BAR BENCHMARK / \ 15.7 3 Q Q ?. 10.2 OUTSIDE CDR./STOOP paved) ^� O �p�y ti 1018 EL.=13.31 (NAVD88) 1 I N :73 /�699 8;.''� / e'"ren 1 36'. i y 1147_ p� 1517 1T 5A6' ;! �1 6 ' 5.47 V-111 CULVERT TyC1P ' 3 14.7 x Q. kd e 12.9 5.27 14 4�I �" � � V-112 CULVERT / tr UP of 3' _s) 13 4 p1._6 0 � 62� 'A MADEP POLICY 92-1 Figure 2 F NC PAST �16.3P a 7 13.78 O� UP 1375 WETLAND DELINEATION PROPOSED SEPTIC SYSTEM UPGRADE PLAN VACCARO Envlronmentcl Consulting Sand 489 SOUTH MAIN STREET, CENTERVILLE, MA Sanwicish, M MA 02563 A (508) 888-5855 Prepared for: Charles Richardson, 33 Linwood St., Andover, MA 01810 FLOOD PLAIN DATADATA OWNER OF RECORD Engineers: surveyors; SCALE DRAWN JOB.NO. MAP NO. 25001CO563J RICHARDSON, MARGARET M Engineering Works,Inc. WARNER SURVEYING 1"=20' P.T.M. 260-14 EFFECTIVE DATE: JULY 16, 2014 770-342 SALISBURY ST 12 West Crossfield Road 22 Long Rood DATE CHECKED SHEET N0. ZONE AE (EL12) NAVD88 DATUM WORCESTER, MA 01609 Forestdole,MA 02644 Harwich,MA 02645 (508)477-5313 (508)432-8309 1/17/15 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:11.00 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. INSTALL h-20 RISERS, FRAMES & COVERS OVER INSTALL RISER & COVER PROPOSED S.A.S. INLET & OUTLET, SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=17.2t SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=16.1t F.G. EL.=15.8t - F.G. EL.=15.5t F.G. EL.=15.Ot CHARCOAL VENT 3'(mox.) L = 25' L = 8' L=23' 0 S=1%(MIN.) 0 S=1%(MIN.) 4"SCH40 PVC - 4"SCH40 PVC 4"SCH40 PVC /2-LAYER OF 1 8"TO 1/2- -T DOUBLE WASHED STONE to'I 1 6 aa (OR APPROVED FI,.TER FABRIC) eases INV.=11.50 48"DQUID 14a aaa f -3/4'TO 1-1/2"DOUBLE LEVEL / AD° J ' INV.=10.97 PROPOSED a' 4.8' a' WASHED STONE - aA5 BAFFLE D BOX INV.=10.80 EFFECTIVE WIDTH = 12.8' INV.=11.25 3 OUTLETS H-20 INV.=10.50 PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS H-20 SURROUNDED WITH STONE AS SHOWN CONNECT TO EXISTING SEWER H-20 RATED AT, OR ABOVE, INV.=11.75 TOP CONIC. ELEV,=11.6t BREAKOUT ELEV.=11.00 NOTES: INV. ELEV.=10.50 ease 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaaaa eases INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=8.50 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 3 X 8.5=25.5 4' TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH SIX INCH CRUSHED STONE BASE. AS SPECIFIED PERVIOUS MATERIAL IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EST. HIGH G.W., EL.=2.94 - 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL DATE: DECEMBER 16, 2014 (REF#14,592) BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 2.ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS WITNESS: DONNA MIORANDI R.S. HEALTH AGENT OF LOCAL THE STATE ENVIRONMENTAL CODE, L V. AND REGULATIONS, EXCEPT REQUESTED BELOW:BLE RULES ELEV. TP-1 DEPTH ELEy. TP-2 DEPTH -310 CMR 15.405(1)(a)&(b): la 1 0" 140 0" 1) A 5' variance, S.A.S. to property line (front), for o 5' setback. FILL FILL 2) A 3' variance to the maximum cover requirement of 3', for 12.3 22•• 12.3 20" o maximum cover of 6'. A A -LOCAL REGULATION Chapterg 360. Article 1 - Setback Requirements SANDY LOAM SANDY LOAM 3) A 73• variance, S.A.S. to coastal bank, for o 27' setback. 11.8 B 10YR 4/2 28" 11.8 B 10YR 4/2 26" 4) A 36' variance, S.A.S. to vegetated wetland, for a 64' setback. SANDY LOAM SANDY LOAM 5) A 64' variance, septic tank to coastal bank, for a 36' setback. 10YR 5/8 C 10YR 5/8 6) A 27' variance, septic tank to vegetated wetland, for a 73' sett,ck. 10.7 C 42 10.7 40 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR MED. SAND MED. SAND TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 2.5Y 6/6 2.5Y 6/6 DESIGN ENGINEER. 2,94 LUNAR HIGH 2,gq LUNAR HIGH T ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING G.W. G.W. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 1.7 OBS. G.w. 149" 1.7 CBS. G.W. 148" ENGINEER BEFORE CONSTRUCTION CONTINUES. 0.1 168" 0.0 168" 5. ALL ELEVATIONS BASED ON NAVD88. PERC RATE <2 MIN/IN. (ON FILE P-11,568, 12/4/06) 6, THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF "C" HORIZON SAND IS CONSISTENT WITH PERC THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. GROUNDWATER MONITORING WELL INSTALLED 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. OBSERVED HIGH G.W. OVER LUNAR TIDAL CYCLE, EL=2.94 8, THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. i 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS %/EXISTING/;/' AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE �'FI�USE DIRECTED BY THE APPROVING AUTHORITIES. ' 10, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5. ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND M 1 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. • N �- 1n N DESIGN CRITERIA NUMBER OF BEDROOMS: 4 BEDROOMS SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 440 GPD Poi S A DESIGN FLOW: 440 GPD - 'N GARBAGE GRINDER: NO-not allowed with design LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF .74 GPD/SF S.A.S. LAYOUT PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY (H-20) PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE GALLON LEACHING CHAMBERS IN SERIES 489 SOUTH MAIN STREET, CENTERVILLE, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. Prepared for: Charles Richardson, 33 Linwood St., Andover, MA 01810 BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. Engineers: Surveyors: SCALE DRAWN JOB.NO. TOTAL AREA:.............................................................614.0 S.F. Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 260-14 12 West Crossfield Road 22 Long Road DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED:0.74 GPD SF 614.0 SF = 454.4 GPD Forestdole,MA 02644 Harwich,MA 02645 / ( ) (508) 477-5313 (508)432-8309 1/17/15 P.T.M. 2 of 2 THI Town of Barnstable P#__ �.._ Department of Regulatory Services F Public Division_ Health Division Date I y 14 �4 abJQ 200 Main Street, yanais MA 02601 rFo Date Scheduled Time Fee Pd. _ Soil Suitability Assessment for Se e D, 's M y r erforfned-By: �Lf'2✓ 0 "t. �C�`�•�� 'J.S'L1 - (✓i �, Witnessed By; I,� LOCATION & G1+�NERAL INFORMATION F`' > align Address �O 1 O �vv� I t * Ol i✓I S i'-_ . Owner's Name ( .1 J L��C ►1 '�5 Q.� CC,"7_kk -A Address 77Q " Y Z L-7(01 ssessor's Map/Parcel; � �p—Q Engineer's Name iaj e-EW CsONSTRUCTION REPACK Telephone# SC-7Cs -7 -7- Land Use E-!2;�1�t a Slopes(9'0) Surface Stones_ ��A-- D stances from; Open Water Body L&3 ft possible Wet Area � 70 ft Drinking Water Well 21y y ft Drainage Way_ (20/ 1�0 ft Property Line - 1 0 ft Other ft S TCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) i I r Paren material(geologic) 4� 6,)�� Depth to Bedrock. Depth to Groundwater, Standing Water in Hole;, I) d l Weeping from Pit Roe, 13stimi led Seasonal High Groundwater l o�t0 — ^�Jyy/\ LpGG>=(LS Q Vr=6L L-1jN A rZ_ Cy LLC DETERNIINATION FOR SEASONAL HIGH 'WATER TABLE Meth used; Depth Observed standing in obs, hole; In, Depth to soil motti4st l Depth to weeping from side of obs,hole; n' (index ell# p g °�-�--�I" Groundwater .Adjustment „�� ft, Reading Date; Index Well leb.ol Adel,Aotor- Adj.Oroundwater l.ovel o IObsery tion PERCOLATION TEST Data a_ ole# F, Timoat4" epth f Perc Time at 6" ,_, tart Pr -soak Time p Zflj 1�4 Tlma(9"�6") !nd Pre soakateMi ,/Inch.ite Sul ability Assessment; Site Passed a. Site Falled; Additional Testing Needed(Y/N)_ riginal Public Health Division Observation Hole Data To Be Completed on Back----•------ -*If ercolation test is to be conducted within 100' of wetland, you must first notify the. am table Conservation Division at least one (1) week prior to beginning. ;SSE ICV'ERCFORM,DOC AO DEEP.OBSERVATION HOLE LOG Hole# Boll Color Soil Other F_?. h from Boll Horizon Soil Texture Mottling '(Structure,Stones;Bou der% ce.(in.) (USDA) (Munsell) i st tc 2�I � 51 --� . Hole# � DEEP OBSERVATION HOLE.LOG Soil Other Depth from Soil Horizon Soil Texture Soil Color Mottling Structure,Stones,Bo Ideas, Surface(in.) (USDA) (Munsell) g s sto ra t"Ir DEEP OBSERVATION HOLE LOG Hole# Soil Other Depth from Soil Horizon Soil Texture Soil nsell) Motding (Structure,Stones,Boulders, Surface(in.) (USDA) (Munsell) Consistency, c Gray 1) TION HOLE LOG _. DEEP' OBSERVATION Hole # zon Soil Texture Soil Color Soil Other Depth frorn Soil Hon (USDA) (Munsell) Mottling (Structure,Stones,Bo Iders, Surface(in.) s' en a Flood Insurance Rate-Ma : Above 500 year flood boundary No-- Yes .. Within 500 year boundary No r Yes x_;,- Within 100 year flood boundary No Yes Depth 0f Naturally OrcurrinQ JPervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughou the are a S proposed for the soil absorption system? P If not, what is the depth of naturally occurring perviou s material? Certification I certify that on i 1`tn S (date) I have passed the soil evaluator examination approved by t e Department of Environmental Protection and that the: above analysis was performed by me consiste t wit the required training, expertise and experience descried in 10 CNM 15,017, � �i✓� L Date t Z �16 i Signature Q;�SBpTjC�p9RCFORM.DOC