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Home My WebLink About0054 NYES NECK ROAD - Health 54 Nyes Neck Road- Centerv ille ` A= 233 -010 { 0 E02/02/2016 16:25 50827303tif 84zi io r. vv iivv i ■ %M Me Town of Barnstable Regulatory Services 4 Thomas F.Goner,Director Imo. a Public Health Division MARA 63 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: �'Z"I b Sewage Permit#��'i q 5-3 Assessor's Map/Parcel x$3 i 0 Installer &Designer Certification Form Designer: Installer: Ga(�ew�de �'�t�rP.clS�s Address: Zb 5 4 C ro„berr� q.k?4 Address: 1 3 Comm et I Sit ee•t tail Watc��,vi�t1R OZ.3B r(�s1��e�- HR 26y � _5ob-273••0377 On il'aal i G� cw�d� Cv.fe; iise� was issued a permit to install a . (date) (installer) septic system at_ Wyt5l N e,clt (�00-J based on a design drawn by (address) •-_� C E Y1 r5tne_f c(n5 , V)G_ dated Sq EW#,,r 8, 4015 10 / (designer) Y 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. Stripout (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. Stripout (if required) ected and the soils were found satisfactory. JOHN�L r� CHURCHILL V" JR. (In ler's Sign ure) ML f180 ZASEe signer s Signature (Affix Deg Here) P RETURN TO ARNSTABLE PUBLIC HEAL DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY'HE&ARMS'ABLE PU'BI..IC HEALTH DIVISION. THANK YOU. gaol ice foonsldesignercertification form.doc t r� 41 /r iv V NO. 7 l J Fee AV THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V1 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4plitation for Misposar *pstrm Construction Permit Application for a Permit to Construct( ) Repair(k Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 54 mYC5 0604 Rp Owner's Name,Address,and Tel.1 lo. Assessor's Ma /Parcel C.EkrTQ2VtCL�' Z-Ak4G;,S I-(s✓katl`CA4� t1,4(J1�/—fEE�q rc Installer's Name,Address,and Tel.No.5708—441'1—9$17 Designer's Name,Address,and Tel.No..j bg—,Z13-B 3'7T CAPGOM45 G CSGS- i-C G ,3G E�SGrrRlt r�t��tvG Go _ 5T wt4- 0PQ;;� RS54 e4401302kj RkN E, MR6Y Type of Building: s [ d Dwelling No.of Bedrooms r V `"r�Lfi, o Lot Size j ` ; sq.ft. Garbage Grinder( ) n Other Type of Building _REG IDE}�,r tj+(, No.of Persons Showers( ) Cafeteria( ) \' Other Fixtures \n Design Flow(min.required) gpd Design flow provided gpd lan Date 9— g —1�10(5 Number of sheets Revision Date —1 (5 ( —;Z3— 6 d Title 5�k NYC—<, �M�— R,7j.xD e--Ew7seV Iu�E Size of Septic Tank $pa <SALLZK.1 Type of S.A.S.(A $'p« 64Cl,w "Aucs avS Description of Soil MED10$4 So4aV7j (t [�G S' Q( jy Nature of Repairs or Alterations(Answer when applicable) a *_��- Of Sc ?aC�C l Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal S' e t Date -42b�C Application Approved by ` �� Date Application Disapproved Date for the following reasons Permit No.&I� � �� Date Issued 1 Z►�_7 !7 kk 1 No. l/`�+r� 4 Fee y THE COMMONWEALTH OF MASSACHUSETTS Entered id computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplitation for Misposal *pstrm Construction permit Application for a Permit to Construct( ) Repair(,k Upgrade( ) Abandon( ) Complete System ❑Individual Components 1 t Location Address or Lot No. S NYC-5. W FU4,9 > Owner's Name,Address,and Tel.No. CEN-(6 VU c.E 3a4415:S KiEtMI•TAGuS s S,gRA0.4LA-/-9G' M rt Assessor's Map/Parcel a 33 /d NCC.C. ROOVO G9n1 -r'E7C.k(Cd' Installer's Name,Address,and el.No.5-09-14-7'7-$£S-1"1 Designer's Name,Address,and Tel.No. 508-.273-0377 dAP6t.Jro6 GrN e2 XJSGS I-LC, _;TC_ Elicsd GE*0JCx zwc Go cr ST /M 4tP ?SS d"0809W RkN E.I. AkW4 Type of Building: ScDwelling No.of Bedrooms Ju�ff Lot Size _ 1 I�9�j - sq.ft. Garbage Grinder( ) Other Type of BuildingJ�¢(, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd v J Plan Date Cl- S Number of sheets Revision Date C1-1-7 1 S 10-A3- Title Ti t.J�IQ116-C Size of Septic Tank 1 500 6,4( Type of S.A.S.(a.) SpU O.+4 L4.,O�j Gt•{y WG,9LS Description of Soil g7 U [/ axAl J , Nature of Repairs or Alterations(Answer when applicable) Z'N97k L_ (uEEU�) L 4Q,� C LL DA) (U St PTIL 'Ci4�lJk. tU NFu) b--ao1C -M (a) 500 C-wnc�L. U LG4�<,tEr,vG- GNo4[��z� capi'rEl a tom- &-F � Ea4n;� sv ►�x Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt - S' r� Date Application Approved by '� Date Z1 P. 5 Application Disapproved Date for the following reasons Permit No.Zo 17 - �5-3 Date Issued 12 Z�74 I j ----------------------------------- ----------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( ) I Abandoned( )by CAP6t0rDC L Q- i at __57q- yL-:1:; A)E_CY_ 0 CA5QTBLVf&LC' has been constructed in accordance.. - with the provisions of Title 5 and the for Disposal System Construction Permit No20 15 ` W 53 dated IZ j Z 1 2015 Installer 30G 10E L Designer SL GK)&.l/J6F J fie. Z-9JIJC. J I I ) #bedrooms y r.e 4 f (� / Approved design flow 1 d Jj / Pp t� I gP The issuance of this pe 'it shall not be construed as a guarantee that the system will cis designed. Date i �� Inspector / V` 1, (� , � ( v --------------------------------------- ------------------------------ ---------------------------------------------------- No. l— `� - S_� a------------- 3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstrm Construction permit Permission is hereby granted to Construct( ) Repair(X) Upgrade( ) Abandon( ) System located at ��5 4 IV YG-j N E<.4 R 0Ab C 5. 107E Q V((4.0 f and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date ��7 i Approved by T` `� TOW�i�OSBARNSTABLE LOCATION 574 N YES tAft< R� SEWAGE#�015-`f 5 3_ VILLAGE CC-KtTa V(LC4--- ASSESSOR'S 7M-AP&PARCEL a3 INSTALLER'S NAME&PHONE NO CAQ&'W 106 l�S-rgA?41$E-r, WC, SoT5-qv W1 SEPTIC TANK CAPACITY 5 O® &-+LL01J LEACHING FACILITY:(type) (;JZ,n.5__00 GAL C�IA'kB�S(size) uJ NO.OF BEDROOMS ` - d rAP-t�d OWNER 1AA(es s sAP.40 AVOI - 06-4 tITAsE PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 0JC oU-rt9LtQ Feet Private Water Supply Well and Leaching Facility(If any wells exist on �*% 574 AFPJ>.Z '15 site or within 200 feet of leaching facility) *-Tq VPO, PQAFeet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) LL_ !it.5 6f�oNM Feet FURNISHED BY CAP46W Ob`= well FRDNT P f ottcH C3 + -2. q.3 B-2, 30.o' Li 3 SO Liz.3 Q -5 yy•9 Town of Barnstable Barnstable Board of health y � 200 Main Sti Hyannis.MA 02601. . *639• ♦ 7 �fb NtiA' 0(1"" Office- .508-8624(04 watine Miller,MA). PAX: iOS-790-6304Pali!Canniff.11)"'VW, unichi;7<lltiayanagi November 16, 2015 Mr. Michael Pimentel JC Engineering, Inc. 2854 Cranberry Highway East Wareham, MA 02538 RE: 54 Nyes Neck Road, Centervilie A=22 010 Dear Mr. Pimentel, You are granted variances on behalf of your clients, James and Sarah Hermitage, to construct an onsite sewage disposal system at 54 Nyes Neck Road, Centerville. The variances granted are as follows: 310 CMR 15. 211: To install the soil absorption system (SAS) 74.4 feet away from the onsite well, in lieu of the minimum 100 feet separation distance required in accordance with the State Environmental Code. Section 397-8 of the Town of Barnstable Cade: To install the soil absorption system (SAS) 74.4 feet away from the onsite well, in lieu of the minimum 150 feet separation-distance required. Section 397-8 of the Town of Barnstable Code To install a.septic.tank.59 feet away from the onsite well, in lieu of the minimum 100 feet separation distance required. Section 397-8-of the Town of Barnstable Code: To install a distribution box 75 feet away from the onsite well, in lieu of the minimum 100 feet separation distance required. Q;1�VPPIr..FiS11{aririnC�52bI5Yitnentel Hertztiias-eS4l�yes:veckl'�riancas2Qi5.doi; .................. -................................................. ..................... ................... Section 397-8 of the Town of Barnstable Code* To install the soil absorption system (SAS) 127.9 feet away from'the existing neighbor's well at 74 Nyes Neck Road, in lieu of the minimum 150 feet separation distance required. Section 397-8 of the Town of Barnstable Code: To install the soil absorption system (SAS) 100 feet away from the,neighbor's future onsite well at 74 Nyes Neck Road, in lieu of the minimum 150 feet separation distance required. Section 397-8 of the Town of Barnstable Code: To install the soil absorption system (SAS) 114.9 feet away from the neighbor's existing well at 44 Nyes Neck Road, in lieu of the minimum 150 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the soil absorption system (SAS) 81.5 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. These variances are granted with the following conditions: (1) No more than one (1) bedroom is 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 one bedroom 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 installed in strict accordance with the revised engineered plans dated October 23, 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 revised engineered plans dated October 23, 2015, These variances are granted because the proposed plan appears to meet the maximum feasible design standards contained within the State Environmental Code, Title 5 and local Health Regulations. The engineer designed the septic system to be located in an area to attempt to maximize setbacks to existing private wells and nearby wetlands. Sine ely yours Way Miller, M.D. Chaff an Cc: Janies l lenn.itage find Sarah Almy-Hezmitage 38 Nana Road Halifax,:NIA 02338 Q:144P3Il.tiSi�'ari�i�cEs2t715G'�Yuc�+t�1F{ermit��,i�Nv� '�€eckVara�ncta2'�7L�,C)tsc B k 29348 P:9 61 `629 0 I12-?1-201 5 & lCi z- 30cl DEED RESTRICTION Whereas, James Hermitage and Sarah H. Almy-Hermitage, of 38 Aldana Road, Halifax, Massachusetts 02338, are the owners 6f the southerly one-half of Lot 19, as shown on a plan of land recorded with the Barnstable County Registry of Deeds in Plan Book 1, Page 53, located at 54 Nyes Neck Road, Barnstable (Centerville),Barnstable County,Massachusetts (hereinafter,the "Lot"); and Whereas, James Hermitage and Sarah H. Almy-Hermitage, as the owners of the Lot,have agreed with the Town of Barnstable Board of Health to•a restriction as to the number of bedrooms which can be included in any home on the 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; and Whereas,the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,Title V.Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the Lot be put on recorded with the Barnstable County Registry of Deeds and/or the Barnstable Registry District of the Land Court, as applicable,by recording this document. Now,therefore, James Hermitage and Sarah H. Almy-Hermitage do hereby place and impose the following restriction upon the Lot in accordance with his agreement with the Town of Barnstable Board of Health,which said restriction shall run with the land and be binding upon all successors in title: The dwelling constructed upon the Lot shall contain no more than one (1)bedroom unless and until it is connected to the municipal sewer or the Board of Health of the Town of Barnstable permits otherwise. Property Address: 54 Nyes Neck Road, Centerville,Massachusetts For title, see deed recorded with said Registry of Deeds in Book 20762,Page 270. i f� 2015. Executed as a sealed instrument this day of, i J4Ees Hermitage Sarah H. Almy-Hennitagqj COMMONWEALTH OF MASSACHUSETTS County of thg1 On this day ofA'L1 ef✓I-1-)tY ,2015,before me,the undersigned notary public, personally appeared James Hermitage,proved to me through satisfactory evidence of identification,which was/,VZ3 6hL)2�S LiCPJ9SB to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. ALLISON C.SPILEWSKI Notary Public Commonwealth of Massachusetts C/ My Commission Expires June 3,2022 v ,Notary Public My Commission Expires:1_Uwe 3�c3711o?�2 COMMONWEALTH OF MASSACHUSETTS County of P1 VzYI/)L#A On this day of�Zember , 2015, before me,the undersigned notary public,personally appeared Sarah H. Almy-Hermitage,proved to me through satisfactory evidence of identification, which was ajt#5 2t'S Li(P to be the person tivhcse name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. n ALLISON C.SPILEWSKI . _ Notary Public commonwealth of Massachusetts Co Notary Public My Commission Expires June 3,2022 / _ , t'Y My Commission Expires: i rrj�1�3 2p�:�2 2 BARNSTABLE REGISTRY DE DEEDS John F. Meade, Register 1 ' I KME Town of Barnstable Barnstable Board of Health j�"a�j 9 BARN ST"BLE' �MASS. $ 200 Main Street,Hyannis MA 02601 �m 039. �� 1 20 ArE0 MAt> Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi November 16, 2015 Mr. Michael Pimentel JC Engineering, Inc. 2854 Cranberry Highway East Wareham, MA 02538 RE: 54 Nyes Neck Road, Centerville A = 223-010 Dear Mr. Pimentel, You are granted variances on behalf of your clients, James and Sarah Hermitage, to construct an onsite sewage disposal system at 54 Nyes Neck Road, Centerville. The variances granted are as follows: 310 CMR 15. 211: To install the soil absorption.system (SAS) 74.4 feet away from the onsite well, in lieu of the minimum 100 feet separation distance required in accordance with the State Environmental Code. Section 397-8 of the Town of Barnstable Code: To install the soil absorption system (SAS) 74.4 feet away from the onsite well, in lieu of the minimum 150 feet separation distance required. Section 397-8 of the Town of Barnstable Code: To install a septic tank 59 feet away from the onsite well, in lieu of the minimum 100 feet separation distance required. Section 397-8 of the Town of Barnstable Code: To install a distribution box 75 feet away from the onsite well, in lieu of the minimum 100 feet separation distance required. Q:\WPFILES\Variances20l5Pimentel Hermitage54NyesNeckVariances2015.doc 9 T Section 397-8 of the Town of Barnstable Code: To install the soil absorption system (SAS) 127.9 feet away from the existing neighbor's well at 74 Nyes Neck Road, in lieu of the minimum 150 feet separation distance required. Section 397-8 of the Town of Barnstable Code: To install the soil absorption system (SAS) 100 feet away from the neighbor's future onsite well at 74 Nyes Neck Road, in lieu of the minimum 150 feet separation distance required. Section 397-8 of the Town of Barnstable Code: To install the soil absorption system (SAS) 114.9 feet away from the neighbor's existing well at 44 Nyes Neck Road, in lieu of the minimum 150 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the soil absorption system (SAS) 81.5 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. These variances are granted with the following conditions: (1) No more than one (1) bedroom is 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 one bedroom 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 installed in strict accordance with the revised engineered plans dated October 23, 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 revised engineered plans dated October 23, 2015. These variances are granted because the proposed plan appears to meet the maximum feasible design standards contained within the State Environmental Q:\WPFILES\Variances2015Pimentel Hermitage54NyesNeckVariances2015.doc Code, Title 5 and local Health Regulations. The engineer designed the septic system to be located in an area to attempt to maximize setbacks to existing private wells and nearby wetlands. Sinc ely yours _ ... Way Miller, M.D. Chai an 4 Cc: James Hermitage and Sarah Almy-Hermitage 38 Aldana Road Halifax, MA 02338 Q:\WPFILES\Variances2015Pimental Hermitage54NyesNeckVariances2015.doc �EINETp� DATE: O FEE: + BARNSfABLE, y tKAss. t639• �� REC. BY >� }' RFD MA't a Town of Barnstable SCHED. �TE: j[ Board of Health '. la`"�' 200 Main Street,Hyannis MA 02601 U <6U&A Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 54 Nves Neck Road,Osterville, MA Assessor's Map and Parcel Number: Map 233, Parcel 10 Size of Lot:18,095 Sf Wetlands Within 300 Ft. Yes x Business Name: No Subdivision Name: APPLICANT'S NAME: James Hermitage&Sarah AlmyHermitage Phone Did the owner of the property authorize you to represent him or her? Yes x No PROPERTY OWNER'S NAME CONTACT PERSON Name: James Hermitage&Sarah Alniy-Hermitage Name: Michael Pimentel,EIT,CSE Address: 38 Aldana Road,Halifax,MA 02338 Address: 2854 Cranberry Highway,East Wareham,MA 02538 Phone: Phone: 508-273-0377;Emall: mpimentel@Jcengineednginc.com VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space,needed) See attached Appendix A NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ®� Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property 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) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee 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 Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC r l/1� DATE: clbll FEE: i w SARNSTABLE, MA63 9�A11639• �� „� V REC. BY 7aofeA Town of Barnstable • :Tt�� SCEs 200 M ZIDATE: Board of Health \\//''tt A/^J k (0 1 ain Street,Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M. FAX: 508-790-6304 JunichiSawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 54 Nyes Neck Road, O&te"e, MA f/�r Assessor's Map and Parcel Number: Map 233,Parcel to Size.of Lot:18,095 sf Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: James Hermitage&Sarah Almy-Hermitage Phone Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: James Hermitage&Sarah Almy-Hermitage Name: Michael Pimentel,EIT,CSE 'i Address: 38 Aldana Road,Halifax,MA 02338 Address: 2854 Cranberry Highway,East Wareham,MA 02538 Phone: Phone: 508-273-0377;Email: mpimentel@jcengineeringinc.com VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) See attached Appendix A NATURE OF WORK: House Addition House Renovation Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form e'r Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property 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) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee 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 Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet `` Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC I JC ENGINEERING, Inc. s� �qQ Civil & Environmental Engineering �nD�bD 2854 Cranberry Highway East Wareham, Massachusetts 02538 �J Ph. 508-273-0377—Fax 508-273-0367 APPENDIX A Due to the physical constraints of the property, the following local upgrade approvals and local variances are requested. Local Upgrade Approval Request (onsite well): In accordance with 310 CMR 15.401 - 15.405, the following local up arg_ de gpproval is requested from 310 CMR 15.21 lU (L) A 25.6'waiver(100.0' - 74.4') for the setback from the SAS to the existing onsite well located at 54 Nyes Neck Road(Map 233, Parcel 10). Local Variances Request (onsite & neighboring wells): The following local variances are requested from the town of Barnstable's Chapter 397• Wells Regulations; Section 397-8: (1.) A 75.6' variance (150.0' - 74.4') for the setback from the SAS to the existing onsite well located at 54 Nyes Neck Road (Map 233, Parcel 10). (2.) A 40.9' variance (100.0' - 59.1') for the setback from the tank to the existing onsite well located at 54 Nyes Neck Road (Map 233, Parcel 10). (3.) A 24.8' variance (100.0' - 75.2') for the setback from the d-box to the existing onsite well located at 54 Nyes Neck Road (Map 233, Parcel 10). (4.) A 22.1'variance (150.0' - 127.9') for the setback from the SAS to the existing neighboring well located at 74 Nyes Neck Road (Map 233, Parcel 11). (5.) A 35.1' variance (150.0' - 114.9') for the setback from the SAS to the existing neighboring well located at 44 Nyes Neck Road(Map 233, Parcel 9). (6.) A 50.0' variance (150.0' - 100.0') for the setback from the SAS to the future neighboring well located at 74 Nyes Neck Road (Map 233, Parcel 11). Local Variance Request (wetland): The following local variance is requested from Article 1 Section 360-1 (1.) A 18.5'variance (100.0' - 81.5')for the setback from the SAS to the wetland. " James rtemiudyty vin� �a m Y1 Aly AVL I L S 06 'g 0 S rJaindsndiiunayd - --- James Hermitage Sarah H. Alrny-Hermitage 54 Nyes Neck Road Centerville, MA 02632 September 2; 2015 Board of Health Town of-Barnstable 200 Main Street Hyazanis, MA 02601 Re: Declaration of.Authorization 54 Nyes Neck Road, Centerville, MA 02632 Dear Members of the Board: Let it be known that we, James Hermitage & Sarah H.Almy-Hermitage(owners of 54 Nyes Neck Road in Centerville,Massachusetts), do hereby authorize JC Engineering, Inn. of East Wareham,MA. 02538 to represent my interest regarding the upgrade of the sewage disposal system located at 54 Nyes Neck Road, Centerville,Massachusetts in meetings both public and private- Sincerely, v y James Hem-dtage Sarah H. Almy-Hermitage .d ti 6 'ON WaLI L �l�Z 3 das VIE Town of Barnstable P# I Y 731 Department of Regulatory Services Public Health Division Date � 1 A6a. p r'639 200 Main Street,Hyannis MA 02601 ' lfp ryts'(A Date Scheduled Fee Fd_ . J Time 1 U /�4�'1 �. 0 . Sail Suitability A.ssessment,for Sew e I)'sp®,sal Performed By:. vik: 1 zk fimneA�e( elT CSC Witnessed By: a �` IA, r e ]LOCATION& GENERAL INFORMATION y4 Location Address Owner's Name 3&At&S �1�1 iq Address 39 A -D,4tvA M> . M(,t AV, Assessor's Map/Parcel: &33 Q a ��frt�C(� Engineer's Name ;TC,C.�v1 Ka ZXA C, 7 NEW CONSTRUCTION REPAIR Telephone# 501- '7��, `�', ,508-273-6 37 Land Use-. Stl1��('L .�a,rrti ly c,.alo slopes P Surface Stones . Distances from: Open Water Body �_® ft Possible Wet.Area q) ft Drinking Water Well 72 ft Drainage Way ft Property Line 7 t 6 ft Other ft SIKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands fn proximity to holes) see- u46z&hzc,( e(CW1 Parent material(geologic) euv'rw6A, Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face a Estimated Seasonal High Groundwater -7 13 2 bks DETERMINATION FOR SEASONAL HIGH`WATER TABLE Method Used: D((tCk Mad-NiA Depth Observed standing in obs.hole: 713 2 In, Depth to soil mottles: ]tt, Depth to weeping from side of obs.hole: _ In, , GrnundwaterAdJUs.. .fhctor ent ft. Index Well It - t Reading Date: Index Well lmal Ad �,.v,,_`J A :01,6undvi6ter level w PERCOLATION T +'ST Dote z�-1 ,,we /© a.�t Observation I Hole# Time at h" Depth of Perc Time at G" _ 1 Start Pre-soak Time @ �Q'00 �^� _ Time(9"-6") End Pre-soak I C.• I RM _ l Rate Min./Inch 2- Site Suitability Assessment: Site Passed ES Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation.Hole Data To Be Completed on Back---------- ***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:\S EPTfC\PBRCFORM.DOC DEEP.OBSERVATION HOLE LOG 1I'6le X 1 t z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. onsistency %9ravell d"y A SL /&Or312 �l 3 s L It)Yr slt 3b- 64, C-1 L s 2,,5 Y6/y — b o- 132 C'2 H-C S 2 5 1 DEEP OBSERVATION HOLE LOG Dole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsisteit % ra DEEP OBSERVATION HOLE LOG .Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%a DEEP OBSERVATION BOLE LOG hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency, e Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No= Yes_ Within 100 year flood boundary No. ✓ 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? _Ye S If not,what is the depth of naturally occurring pervious material? Certification I certify that on 1 u r27'9.9 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and ex rience described in 310 CMR 15.017. Signature �� ' _ Date Q:%S13PTiCPERCPORM.D0C �pE1HE DATE: FEE + RARNME11 . + MASS. � 1639• REC. BY AlFD�+a To wn of Barnstable SCHED. DATE: 5- B oard of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION A n Property Address: `,/�YE/5 IY�/, /�4� If 4Ztk-UW Assessor's Map and Parcel Number: �3�)L010 Size of Lot: 116 F Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: EL)VV4" .STO)1 E I),Ig,ge4/Ohone So& W— Zg 2 Z Did the owner of the property authorize you to represent him or her?i Yes _� No ra m L1, PROPERTY OWNER'S NAME CONTACT PERSON yn � q �'J D �}"',4) / Lci t Name: SA944 �J . ALM y_ 6 iQRm1 I&a Name: p 7- v Q 7) Address: � A-o�/�'1 S PVA'.0 Address: P R� c�i Z' Phone: — H)l 933 M 7 Phone: ?j O.7 7 rn J 1 6 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) eD NATURE OF WORK House Addition k ????? House Renovation 0 Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property 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) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decoll=.k\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C f 'DARREN M. MEYER, R.S. SEPTIC SYSTEM DESIGNS The following variances are requested: TITLE V • Per 310 CMR 15.405 (1)(g)to allow a variance from 310 CMR 15.211 —to allow leaching to be 74 feet from private locus drinking water well vs. required 100 feet. TOWN OF BARNSTABLE • Variance from Barnstable Board of Health Regulations to allow leaching to be 111 feet from private drinking water well (#44 Nye's Neck Road) vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 128 feet from private drinking water well(#74 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 74 feet from private locus drinking water well(#54 Nye's Neck Road) vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 81 feet from Bordering Vegetative Wetland vs. required 100 feet. PO Box 981 E. Sandwich, MA 02537 508-362-2922 `f /YE 5 M� I a I I ' { I r I i i r Al - - I � i -- -+ r i r V I i 1 i l r Ir r�ia�lu I I l f - PLC_ -_ -T-T - Ir - - - - -- - r---- -r---- - --�- _ - - - - -- I J_ I fi I ' j �oc; 1 1 lit' 4 T f u rt 1 , : ys , __ I , I : I ' � I I 1-1 °. 1 , I - , I 1 I I - : t I f! I _ I , I I I i 1 - - - - - -� -�_- - - - 1----1�- � I 41 � I i I i - ' I I , _ t- t I I Yet r ►fro,p�� .,e�ld. �1��fi'. _Plan. r i .. t EStC_ I I - - - !e- 1 I /2 ! � r . L , ! r I f I ! ! .�.._._,-�_._l.___.-. ! -w....-_��V-�I��.� -.L_-.__.__l._- .F.-__L.-._ I I ! •� ' I if _.f.,..-.�_ . I I ! r r I I I JO r I t r I I � I I I_ " II ' + r i I I I I ! j: i"!--A�L if I I I � Q r i : ' 1 � r SECTIONSENDER: COMPLETE THISSECTION COMPLETE THIS DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. Agent ■ Print your name and address on the reverse X� ' Addressee so that we can return the card to you. B. Received by(Printed Name) C. D f Delive ■ Attach this card to the back of the mailpiece, 7 or on the front if space permits. Q` D. Is delivery address different from item Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No C A-1 o-r- f3, IM10277rJeZ n 3. Service Type Certified Mail ❑Express Mail 02(o32, / gRegistered ❑Return Receipt for Merchandise Co ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Numbe 7006 0100 0003 4759 4004 (transfer from service labeq PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 j UNITED STATESFA W� • Sender: Please print your name, address, and ZIP+4 in this box • I Mul�i1� I _E>OX I A"A �2 S i . . f jFFj:.!:lFfil:tFi$j)i!?i:tii?��?it2.1 0..?.III f:!?..?1hid:t ti NO COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. SPcm titem 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ) ❑Addressee so that we can return the card to you. B.K v d.by Printe N k C. Date of Delive ■ Attach this card to thy'liack'of the mailpiece, �i U� ��, a" or on the front if space permits. V/U D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No WlLUAM F. �AMy,S2 vX L A-9,ey N ICKUt A-S I MAA(TAVX.5 V)"V 3. Service Type X Certified Mail ❑Express Mail NO Fo L K ElRegistered ❑Return Receipt for Merchandise D WSS4 ❑Insured Mail ❑C.O.D. V J 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service label) 1[i -I R 0,0 6 10 0 I 0003,- 5 8:9 9 9 06 I I I l PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE K e • Sender: Please print your name, addrevli D. KA&� sp"� �q vv( C' 5 L es �1 J,:,Hill,tiff Ill 131111,i1 Ill Ill 1►i11 COMPLETE • ■ Complete items 1,2,and 3.Also complete A gna re item 4 if Restricted Delivery is desired. X ,,n`Z � I Agent ■ Print your name and address on the reverse Addressee so that we can return the card to you. B,)Received by(Pri ed NaMef D e of elivery ■ Attach this card to the back of the matlpiece, �/� /yr J) or on the front if space permits. [•` UI`� D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No S p-u Nbi2A L ktl beff 14 Sft(KLC-y! POINT 12b" 3. C f U RV(L LE/ �" ►A ServiceType Certified �'l C Certified Mail ❑Express Mail El Registered ❑ Return Receipt for Merchandise J 2 ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number - - 7006+ 0100 0003 3589 9913 ' (Transfer from service Iabeo PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540; UNITED STATES POSTAL,� 1/ICE „ • Sender: Please print your name, address, and ZIP+4 in this box • I D , r I I . �avidvvffAq 02S3�- SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY -Ka ■ Complete items 1,2,and 3.Also complete jeceiv a ure item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. y P d Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is ve address d' erent.from item 1? ❑Yes 1. Article Addressed to: If S,enter delivery address below: ❑No W7 - PC) 3. Service Type Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise 057ERV 1 LL E 1" ❑ Insured Mail. ❑C.O.D. 62 � 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number I 7006 0100 0003` `3589 9920 (transfer from service label) PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS I Permit No:G-10 I � I I I • Sender: Please print your name, address, and ZIP+4 in this box • I - l I � I I . � �0 Vj V d 2S2 i5y Ayes !rr r r r �r r rrr ' t r pr r j ABUTTOR'S LIST FOR 54 NYE'S NECK ROAD, CENTERVILLE, MA (MAP 233/LOT 010) MAP 233 LOT 007 WILLIAM F. MARKEY, JR ET UX 15 SHIRLEY POINT ROAD LARRY NICKULAS 1 MARGAUXS WAY NORFOLK, MA 02056 MAP 233 LOT 004 SAUNDRA LAMBERT 14 SHIRLEY POINT ROAD 14 SHIRLEY POINT ROAD CENTERVILLE, MA 02632 MAP 233 LOT 011 JAMES S. PEACOCK 74 NYE'S NECK ROAD SCOTT E. CROSBY PO BOX 151 OSTERVILLE, MA 02655 MAP 233 LOT 070 COMMONWEALTH OF MASS 30 NYE'S NECK ROAD DIV. OF FISHERIES AND WILDLIFE 100 CAMBRIDGE STREET BOSTON, MA 02202 MAP 233 LOT 009 CLAIRE B. MARTINEZ 44 NYE'S NECK ROAD 44 NYES NECK ROAD CENTERVILLE, MA 02632 DARREN M. MEYER, R.S. SEPTIC SYSTEM DESIGNS November 8, 2006 William F. Markey, Jr. Et Ux Certified Mail al Larry Nickulas Return Receipt Requested 1 Margauxs Way #7006 0100 0003 3589 9906 Norfolk,MA 02056 Re: Variance Request Residence—54 Nye's Neck Road, Centerville, MA Dear Abutter(15 Shirley Point Rd.), This letter is to notify you of a hearing before the Barnstable Board of Health scheduled on Tuesday, December 5, 2006, at 3 pm in the Barnstable Town Hall Hearing Room to present the proposed septic system upgrade plan and the variances requested for the above referenced site. The proposed system design has taken into account requirements set forth in 310 CMR 15.000 (Title V)and the Town of Barnstable Board of Health Regulations. The following variances are requested: TITLE V • Per 310 CMR 15.405 (1)(g)to allow a variance from 310 CMR 15.211 —to allow leaching to be 74 feet from private locus drinking water well vs. required 100 feet. TOWN OF BARNSTABLE • Variance from Barnstable Board of Health Regulations to allow leaching to be 111 feet from private drinking water well(#44 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 128 feet from private drinking water well(#74 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 74 feet from private locus drinking water well(#54 Nye's Neck Road) vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 81 feet from Bordering Vegetative Wetland vs. required 100 feet. As an abutter of the property in question, state regulations require that you be notified of the hearing a minimum of ten(10)days prior to the hearing. If you have any further questions regarding this request please feel free to contact me at(508) 362-2922 or attend the hearing on the scheduled date. Sincer ly, u Darren M. Meyer a Registered Sanitarian 1, y cc: Barnstable Health Department PO Box 981 E. Sandwich, MA 02537 508-362-2922., DARREN M. MEYER, R.S. SEPTIC SYSTEM DESIGNS November 8, 2006 Saundra Lambert Certified Mail 14 Shirley Point Road Return Receipt Requested Centerville, MA 02632 #7006 0100 0003 3589 9913 Re: Variance Request Residence—54 Nye's Neck Road, Centerville,MA Dear Abutter(14 Shirley Point Rd.), This letter is to notify you of a hearing before the Barnstable Board of Health scheduled on Tuesday, December 5, 2006, at 3 pm in the Barnstable Town Hall Hearing Room to present the proposed septic system upgrade plan and the variances requested for the above referenced site. The proposed system design has taken into account requirements set forth in 310 CMR 15.000 (Title V) and the Town of Barnstable Board of Health Regulations. The following variances are requested: TITLE V • Per 310 CMR 15.405 (1)(g)to allow a variance from 310 CMR 15.211 —to allow leaching to be 74 feet from private locus drinking water well vs. required 100 feet. TOWN OF BARNSTABLE • Variance from Barnstable Board of Health Regulations to allow leaching to be 111 feet from private drinking water well(#44 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 128 feet from private drinking water well(#74 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 74 feet from private locus drinking water well(# 54 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 81 feet from Bordering Vegetative Wetland vs. required 100 feet. As an abutter of the property in question, state regulations require that you be notified of the hearing a minimum of ten(10)days prior to the hearing. If you have any further questions regarding this request please feel free to contact me at(508) 362-2922 or attend the hearing on the scheduled date. Sincerely, arren M. Meyer Registered Sanitarian cc: Barnstable Health Department PO Box 981 E. Sandwich, MA 02537 508-362-2922 . l D � DARREN M. METER, R.9. SEPTIC SYSTEM DESIGNS November 8, 2006 James S. Peacock Certified Mail Scott E. Crosby Return Receipt Requested PO Box 151 #7006 0100 0003 3589 9920 Osterville, MA 02655 Re: Variance Request Residence—54 Nye's Neck Road, Centerville, MA Dear Abutter(74 Nye's Neck Rd.), This letter is to notify you of a hearing before the Barnstable Board of Health scheduled on Tuesday, December 5, 2006, at 3 pm in the Barnstable Town Hall Hearing Room to present the proposed septic system upgrade plan and the variances requested for the above referenced site. The proposed system design has taken into account requirements set forth in 310 CMR 15.000 (Title V)and the Town of Barnstable Board of Health Regulations. The following variances are requested: TITLE V • Per 310 CMR 15.405 (1)(g)to allow a variance from 310 CMR 15.211 —to allow leaching to be 74 feet from private locus drinking water well vs. required 100 feet. TOWN OF BARNSTABLE • Variance from Barnstable Board of Health Regulations to allow leaching to be 111 feet from private drinking water well(#44 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 128 feet from private drinking water well(#74 Nye's Neck Road) vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 74 feet from private locus drinking water well (#54 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 81 feet from Bordering Vegetative Wetland vs. required 100 feet. As an abutter of the property in question, state regulations require that you be notified of the hearing a minimum of ten(10)days prior to the hearing. If you have any further questions regarding this request please feel free to contact me at(508) 362-2922 or attend the hearing on the scheduled date. S cerely, 4 � Darren M. Meyer Registered Sanitarian cc:Barnstable Health Department PO Box 981 E. Sandwich, MA 02537 508-362-2922 i DARREN M. MEYER, R.S. SEPTIC SYSTEM DESIGNS November 8, 2006 Commonwealth of Massachusetts Certified Mail Division of Fisheries and Wildlife Return Receipt Requested 100 Cambridge Street #7006 0100 0003 4759 3991 Boston,MA 02202 Re: Variance Request Residence—54 Nye's Neck Road, Centerville,MA Dear Abutter(30 Nye's Neck Rd.), This letter is to notify you of a hearing before the Barnstable Board of Health scheduled on Tuesday, December 5, 2006, at 3 pm in the Barnstable Town Hall Hearing Room to present the proposed septic system upgrade plan and the variances requested for the above referenced site. The proposed system design has taken into account requirements set forth in 310 CMR 15.000 (Title V)and the Town of Barnstable Board of Health Regulations. The following variances are requested: TITLE V • Per 310 CMR 15.405 (1)(g)to allow a variance from 310 CMR 15.211 —to allow leaching to be 74 feet from private locus drinking water well vs. required 100 feet. TOWN OF BARNSTABLE • Variance from Barnstable Board of Health Regulations to allow leaching to be 111 feet from private drinking water well(#44 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 128 feet from private drinking water well(#74 Nye's Neck Road) vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 74 feet from private locus drinking water well(#54 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 81 feet from Bordering Vegetative Wetland vs. required 100 feet. As an abutter of the property in question, state regulations require that you be notified of the hearing a minimum of ten(10)days prior to the hearing. If you have any further questions regarding this request please feel free to contact me at(508) 362-2922 or attend the hearing on the scheduled date. Sincerely, 1 ` Darren M. Meyer Registered Sanitarian cc: Barnstable Health Department PO Box 981 E. Sandwich, MA 02537 508-362-2922., Y ♦ . y DARREN M. MEYER, R.S: r SEPTIC SYSTEM DESIGNS November 8, 2006 Claire B. Martinez Certified Mail 44 Nye's Neck Road Return Receipt Requested Centerville, MA 02632 #7006 0100 0003 4759 4004 Re: Variance Request Residence—54 Nye's Neck Road, Centerville, MA Dear Abutter (44 Nye's Neck Rd.), This letter is to notify you of a hearing before the Barnstable Board of Health scheduled on Tuesday, December 5, 2006, at 3 pm in the Barnstable Town Hall Hearing Room to present the proposed septic system upgrade plan and the variances requested for the above referenced site. The proposed system design has taken into account requirements set forth in 310 CMR 15.000 (Title V)and the Town of Barnstable Board of Health Regulations. The following variances are requested: TITLE V • Per 310 CMR 15.405 (1)(g)to allow a variance from 310 CMR 15.211—to allow leaching to be 74 feet from private locus drinking water well vs. required 100 feet. TOWN OF BARNSTABLE • Variance from Barnstable Board of Health Regulations to allow leaching to be 111 feet � g from private drinking water well(#44 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 128 feet from private drinking water well(#74 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 74 feet from private locus drinking water well(# 54 Nye's Neck Road)vs. required 150 feet. • Variance from Barnstable Board of Health Regulations to allow leaching to be 81 feet from Bordering Vegetative Wetland vs. required 100 feet. As an abutter of the property in question, state regulations require that you be notified of the hearing a minimum of ten(10)days prior to the hearing. If you have any further questions regarding this request please feel free to contact me at(508) 362-2922 or attend the hearing on the scheduled date. I y, M. Meyer Registered Sanitarian x cc: Barnstable Health Department PO Box 981 E. Sandwich, MA 02537 508-362-2922 r 38 Aldana Rd. Halifax, Ma. 02338 November 15, 2006 Board of Health Town of Barnstable 200 Main St Hyannis,Ma. 02601 This is a letter authorizing Darren Meyer or Edward Stone to represent James and Sarah Hermitage on the matter of the septic system design on 54 Nyes Neck Rd. Centerville,Ma James Hermitage III Sarah Almy-Hmitage f ��"OF HgRv� i Gv Page: CERTIFICATE OF ANALYSIS 1 M 1 Barnstable County Health Laboratory ,yrr it;tit%cl-�/ J ,7 Report Dated: 7/11/2006 Report Prepared For: M Order No.: G0636618 James&Sarah Hermitage 38 Aldana Road,P O Box 408 Halifax, MA 02338 Laboratory ID#: 0636618-01 Description: Water-Drinking Water w 1 I 2 3J v V Sample tt: Sampling Location 54 Nyes Neck Rd.Centery e,MA C911 cted: 7/10/2006 Collected by: J.Hermitage Received: 7/10/2006 Routine ITEM RESULT UNITS RL MCL Method# Tested LAB: Inorganics Nitrate as Nitrogen BPL mg/L 0.10 io EPA 300.0 7/10/2006 LAB: Metals Copper 0.12 mg/L 0.10 1.3 SM 3111B 7/11/2006 Iron 0.36 mg/L 0.10 0.3 SM 3111B 7/11/2006 ,y Sodium" 13 mg/L 1.0 20 SM 3111E 7/11/2006 LAB: Microbiology Total Coliform Absent P/A 0 0 309 7/10/2006 LAB: Physical Chemistry t f L , Conductance 100 umohs/cm 2.0 EPA 120.1 k 7/10/2006 �_ti pH 5.4 pH-units 0 EPA 150.1 ==1 ,7./-1.0/2006. Based on the results of the parameters tested,the water is suitable for drinking,but may present aesthetic problems(taste, odor,staining)due to Iron. - .� _ if,31 Approved By• k_. (La irector)) rn 4 RL = Reporting Limit MCL=.Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 INE � Town of Barnstable RNSTABAASS. : MASS. Board of Health y M SAT 1639. a � 200 Main Street fD Mp•'l Hyannis, MA 02601 Office: 508-862-4644 Paul Canniff,D.M.D.. FAX: 508-790-6304 Wayne Miller,M.D. Mr. Jim Hermitage January 9, 2006 P.O. Box 408 Halifax, MA 02338 RE: 54 Nye's Neck Road, Centerville A= 233-010 Dear Mr. Hermitage, Your request for multiple variances to place a septic system at 54 Nye's Neck Road Centerville, was not granted. The following variances were requested: 310 CMR 15.211: To place the soil absorption system only 74 feet away from a private drinking water well, in lieu of the one-hundred (100) feet minimum setback required by the State Environmental Code, Title 5. Section 397-2: To place the soil absorption system only 74 feet away from an onsite well, in lieu of the one—hundred fifty (150) feet minimum setback required by the local Board of Health Regulation. Section 397-2: To place the soil absorption system 111 feet away from a neighbor's well (located at #44 Nye's Neck Road), in lieu of the one—hundred fifty (150) feet minimum setback required by the local Board of Health Regulation. Section 397-2: To place the soil absorption system 128 feet away from a neighbor's well (located at#74 Nye's Neck Road), in lieu of the one—hundred fifty (150) feet minimum setback required by the local Board of Health Regulation. Section 360-1: The soil absorption system was proposed to be located 81 feet away from a bordering vegetated wetland, in lieu of the one—hundred (100) feet minimum setback required by the local Board of Health Regulation. VarianceDenial A public hearing was held on December 5, 2006. The variances were not granted. Variances may only be granted when, in the opinion of the Board of Health, the applicant has demonstrated that (a) enforcement of the particular provision would be manifestly unjust and (b) the same degree of protection could be achieved without strictly adherence to a particular provision or regulation. No protective alternatives were presented in regards to protecting drinking water wells from contamination. There are multiple contaminants contained within sewage wastewater which are considered to be detrimental to health, given the proposal to construct the soil absorption system in close proximity to the onsite private drinking water well (only 74 feet) and to neighbor's wells. Therefore your request for variances was not granted. Sincere1 yours, W e filler, M.D. au annvw VarianceDenial DATUM . SYSTEM . PROFILE - 132 NOT TO SCALE VERTICAL DATUM MSL± I BENCH MARK SET: TOP OF WELL CAP SYSTEM DESIGN ELEVATION 46.72 PORCH PLEASANT TOP OF FOUNDATION TO WITHIN 6" OF FINISH GRADE ACTUAL DESIGN FLOW PINES AVE. RAISE COVERS ELEV. 49.20 �_ BEDROOMS AT 110 GPC.'/D 1_10- GPD N CENTER CHAMBER RISER LOCUS _ C FINISH GRADE RAISE TO WITHIN 6'' n .FINISH GRADE MINIMUM DESIGN FLOW 2 BEDROOM p �,. �,, 'ELEV. 47.8 FINISH GRADE OF FINISH GRADE _ ELEV. 48.0 Q o Z - ELEV. 47.2 o � :_ � .-- //�✓� ///✓.�� , /�/.� //�� GROUND ELEVATION 47.0 O cn ///✓� ;� / • `\ �� .� \� REQUIRED SEPTIC TANK z 1 MIN.-3 MAX. COVER 2 r`' , _ 440 10 OS=0.025 10 CIS=0.033 TOP ELEV 45.75 220 x 2 __- o G •- 2 MIN 1 8 -1 4 DOUBLE WASHED PEA STONE ___-------- ----- GAL. � 4 PV / / SEPTIC TANK PROVIDED _1500 .GAL, 4 PVC SCH 40 O O O 0 a o 0 O 0 p0>_ 2 MIN-3 MAX O/cy o SCH 40 INV.- O .� w cv .14 INV.=45.75 O O O O O , SIZE OF LEACHING FACILITY REQUIRED INV.- 46.20 46.00 1 O TEE 14 TEE „ O 0 0 0 0 O 0 O 0 O cal 3/4 DOUBLE WASHED STONE Z 6 OOOO o o 00000 5'-7 GAS BAFFLE 3 OUTLET DESIGN PERC RATE <2 -- --MIN./INCH 1 LN4 '-10'x8 -6 x2 -9 CHAMBER 4 4 6 / , „ D-BOX LONG TERM APPL. RATEQ•7 _GPD/S.F. T 2 4 -1 LIQUID LEVEL „ WEQUAQUE _ > „�; 4 4 INV.= 45.50 5.00 d o \a,_53TIPOUT AROUND SYSTEM TO C-2 HORIZON NIN DEPTH LAKE V =45.33 wSIZE OF LEACHING SYSTEM PROVIDED: \IN � � - - ELEV L V. 43.00 s�- S,A.S. (12'x16') o co ,, LOCUS MAP 41,42 220 =- 0.74 SF/GPD = -298_S.F. MIN. REQUIRE 0.0 0, o o STRIPOUT (22 x26 ) Ln �n NOT TO SCALE: 6„ BASE -0F' CRUSHED STONE OR MECHANICALLY COMPACTED ADJUSTED GROUNDWATER ELEVATION 37.40 USING 1 CHAMBERS WITH 3.75' ON ENDS & -3.5' STONE. ON SIDES 1,500 GALLON SIDEWALL 2(12'+16) x 2 = 112 FT2 PRECAST CONCRETE D.T.H. 1 BOTTOM _ 12' x 16' = 192 FT2 # SEPTIC TANK _ 2 DATE: 6/16/06 TOTAL LEACHING AREA - 304 FT GROUND ELEV 48.10 2 = GROUNDWATER 138 ,, 304 FT x 0.74 224.96 GPD TITLE 5 VARIANCES REQUESTED _ 225 GPD PROVIDED. > 220 GPD REQUIRED - 5 GPD f��-S. 48.10 B.O.H. 1. SEPTIC TO LOCUS WELL 74' IN LIEU OF 100' 26' VARIANCE REQUESTED O/A A AIS DON DESM R SANDY LOAM 2. 2 BEDROOM SYSTEM IN LIEU OF 3 BEDROOM 1 BEDROOM DEED RESTRICTION NO (GARBAGE DISPOSAL / GRINDER ALLOWED) S SOIL EVALUATOR. TO BE RECORDED AT REGISTRY 10YR 5/2 ,; D. MEYER 47.43 8 B BACKHOE OPERATOR. SANDY. LOAM A&B CANCO _'" TOWN OF BARNSTABLE VARIANCES REQUESTED 10YR 5/8 SOIL TYPE: _1_ .'_'; 1, SEPTIC TO WELL ON' #44 111' IN LIEU OF 150' 39' VARIANCE REQUESTED 46.10 24 PERC RATE: ! 2 MIN. PER INCH 2. SEPTIC TO WELL ON #74 128' IN LIEU OF 150' 22' VARINACE REQUESTED 0.74 GAL SF MIN 1 ' 76' VARIANCE REQUESTED LOADING RATE. ____ / / 3. SEPTIC. TO LOCUS WELL 74 IN LIEU OF 50 Q C 1 4 SEPTICTO WETLAND .81 IN LIEU OF 100 19 VARIANCE REQUESTED � P_. , M TI I SANDY LOAM SEPTIC TANK TO WETLAND 80' IN LIEU OF 100' 20' VARIANCE REQUESTED 5 E 10YR 6/4 " DATE OF WELL: 6/06 -� 43.60 54 OBS WELL:, �AIW-247 WELL ZONE: C CURRENT OWNER SARAH H. ALMY-HERMITAGE WELL DEPTH INDEX: 21.3 ---_ DEPTH OF WATER: 11.5 ADDRESS 38 ADAMS ROAD 41.60 C-2 78 WELL ADJUSTMENT: 0.8 LOAMY SAND. DEPTH OF ADJ.: 10.7 I HALIFAX, MASS 10YR 6/8 PLAN REFERENCE PLAN BOOK 1, PAGE 53 37.40 12g„ SECOND TEST HOLE WAIVED IN FIELD DUE TO AREA TITLE REFERENCE DEED BOOK 19002, PAGE 343 36.60 138„ CONSTRAINTS 74' PROPOSED 12'x16' N/F ELEV = 36.60LAIRE B. MARTINEZ S.A.S.SA WITH 5' OVERDIG ZONING DISTRICT RD-1 AROUND SYSTEM TO MAP 233, PARCEL 9 SETBACKS FRONT 30' TOP OF C-2, EL 43.6 SIDE 10' REAR 10' 111` DTH #4 INDICATES DEEP �• FLOOD ZONE „C„ TEST HOLE 11.7 _INDICATES ADJ. G. WATER , pp PROPOSED f2' x 24n 1 nn ,fnri �?FaR r +- BUILDING WITH SECOND ., :�. �� ,�., �..� FLOOR ADDITION OVER PARCEL 10 INDICATES `Sp- t� ENTIRE BUILDING P-1 78" PERC TEST 12.5 INDICATES OBSERVED G.WATER BUILDING PLANS LOT AREA 18,095f S.F. BY OTHERS low S83 40 2 ,� DEED) - _ 1 (200 ± B 210.E , EXISTING CESSPOOL TO ,�" I I BE PUMPED, FILLED Ui / I ` •%I l ( I AND ABANDONED IN I WF#1 T'-, ACCORDANCE WITH TITLE 5. o '1.. PROP D BOX \ \ hq ,,,, PROP. 1500 1 ( 106.2 GENERAL NOTES: \ �`\, \ \ � I ( / ... � L �.. I I I � I � .►-(. GAL S.T. \ I I rn 0 20 30 40 60 100 CONFORM TO D.E.P. I I I I I / 1. ALL WORKMANSHIP AND MATERIALS SHALL C � VaF I I / / :: . . . . . I I / TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS - c� S "I I I I L I I 81 10 I I I I I p, c? SEWERAGE. ,�� \ a w l - 1 I I II / ( \ can 1 1 I © I I / / N/F FOR SUBSURFACE DISPOSAL OF E cow I / M I / TT sc� ` \ \ I I I I / I f / / COMMONWEALTH OF MASSACHUSE S 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE \ ( I / 142'f GRAPHIC SCALE: 1 INCH = 20 FEET FINISH GRADE WITH ANY REMAINING Z i ( o I I 101 \ DIVISION OF FISHERIES ACCESSIBLE WITHIN 6 OF S „° ap ` \ \ I I #54 '11 , 101' I 1 / / I / / WF#2A ! MAP 233, PARCEL 70 ACCESS PORTS BROUGHT TO WITHIN 12 OF FINISH GRADE. p�U, \ \ I ► I I 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE rn .d, 3\ I `I1 I I I• ,> •_ / I I I / TA H-10 LOADING UNLESS THEY ARE CAPABLE OF WITHSTANDING � I ► 1 1 � \ _ =:= - / I` I I; I I I / ' PARKING AREAS THEY UNDER' OR WITHIN 10 OF DRIVES OR PA WETLANDS DELINEATED 4;,,,� 1 �' MUST WITHSTAND H-20 LOADING. BY BRAD HALL I I I ( 1 \ \ ��\ r 7r i I ; ,� 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION I I I \ r ! / \\ <o \ 55�.5 r \ OF ALL UTILITIES PRIOR TO ANY EXCAVATION. I ( \ \ \ \ \ W r .= / WF 1 A r I \ \ 1_ 8 A r. ., 6 # WETLANDS DELINEATED _ \ _ � / / ! / 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRAD \ \ \ - \ _ _ / / / .... ; mm ... AmmG\ \ \ \ v� 6' 13Y BRAD` HALL � OR :WITHIN 6 OF GRADE SHALL BE MORTARED IN PLACE. \WF 4\ \ \ \ r \ / 6.. FINISH .GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER FOOT OVER THE S. AND DISTRIBUTION BOX, I I \ \ \ \\ \ -- - - / I 1 SITE AND SEWAGE PLAN \ \ - `�� PROPOSED / 1 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF / \ \ \ \ \ \ // \ I \ \ „ " / SILTFENCE/ UPGRADE SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6 ABOVE r) I ? \ \ -� i' HAY ALE / 1 1 ' - REPAIR ` THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND r� rn o \ \\ \ Q 45 / B - / LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. 4- �',. \ \ \_� EEC w� \ BENCHMARK 54 NYES NECK ROAD ris 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN / / I 1 I \ �, �( 0 \ \ I I ,, 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT / / / I \\ / \ �g5 8 \ \ \ I TOP OF WELL CAP �J�, IN .. � ELEVATION OF THE OUTLET PIPE. / I '` O \ r� \ ELEV 46.72 V A MINIMUM COVER of 9 INCHES ► I i. ,I .�8� \ \ \ \ CEN TER VI LLE M ASSACH U SETTS 9. THE SEPTIC TANK SHALL HAVE I ' I � � � 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS T F 4 PVC I I I ( � � (/ o�, \\ \ , N/F SCALE 1 " =20' DATE: SEPTEMBER 15, 2006 BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED 0 " I I O \ � � \ JAMES S. PEACOCK & 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND I I /W \ SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE I i 1 �- \ G-c� SCOTT E. CROSBY \ �� \ '� I MAP 233, PARCEL 11 FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL I I I = I / I I I #74 PREPARED FOR: BE LEVEL I I I I \ I I. 1.2. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION I \ o TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW I SARAH H . ALMY- HERMITAGE AND APPROVAL I` I m I \ O / ) 38 ADAMS STREET I I HALIFAX, MASS CONSTRUCTION NOTES: �U o 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND �- ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING R . ' PREPARED BY: ��OF WORK ON THE SITE. --� �' v� � , k qd� 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE D A R R E N MEYER, R S � G WITH DEEDED OR ZONING REGULATIONS. OWNER APPLICANT / � o. 1140 P 0 Box �8� U �;"-��.� IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY, 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING Ak►�Aa�.� E. SANDWICH ��'� MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND � AL A'�5 S.A.S. AREA IS PROHIBITED Q .��' M A 02537 . ob (508) 362-2922 . •r_ ti TOP OF FOUNDATION= 49.2't FINISH GRADE OVER D-SOX= 48.3't FINISH GRADE OVER CHAMBERS= 47.0' - 48,5' ' 0 3l4"TO 1-1/2",QOUBLE WASHED PROVIDE EXTENSION RISER SLOPE�2 k MIN. OVER SYSTEM REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE" 1. ' UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6"OF FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. , 4 SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS '„ METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISHED GRADE 48.0 t MIN SLOPE 1% BOX TO F.G. (SEE NOTE#21) 2 OF 1/8 OT DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. @FOUNDATION = 48.0't 5 DIA. OUTLET(S) � STONE OR GEOTEXTILE FILTER FABRIC. 20"MIN.ACCESS } } 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 9 MIN• I I N. TOP OF SAS= 45.JO' PLACE RISERS ON ALL DESIGN ENGINEER. 136"MAX. 9"MIN. » CHAMBERS WITH PROP. SCH. R PROP. SCH. 40 36"MAX. ' 36"MAX. INLET PIPES TO 6"OF 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PVC SEWER 44'67 BREAKOUT EL= 45.17 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. � �, �„ 2, DROP MIN. _ ,+ 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN.SLOPE@ 1% 6 3 3 DROP MAX. 3 9 MIN.SLOPE@ 1% 7- PROVIDE WATERTIGHT ELEVATION=45.17' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 13" 4" PVC IN FROM JOINTS(TYP.) 0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 1* NK 4 PVC OUT TO 0 0 0 O 0 0 (� C� 0 O L� 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 45.75 14 45.25 SEPTIC TA 0 0 0 ' „ " LEACHING FACILITY oo O Q 00 . 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 45.50 48" OUTLET TEE 45.00' MIN. 44.83' 2' oo � � � � � � � � � o 0 0 � � � � � o0 6• THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 00 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6"CRUSHED STONE c o 000 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 11.7' OFFSET TO FND COMPACTED BASE AND DESIGN ENGINEER. 2.0 8.5'(TYP) 2.0 2.d' 2.0' 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 44.00' TO BE INSTALLED ON A LEVEL STABLE 21.0 ESTABLISHED ON A SPIKE SET IN UTILITY POLE 2/28, AS SHOWN ON PLAN. OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET < 37.00' COMPACTED BASE PIPES TO BE LAID LEVEL. 42.67' GROUND WATER ELEv.= 8 83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1,500 GALLON H-10 CONCRETE SEPTIC TANK THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10'-6' WIDTH 5'-8" DEPTH 5'-8" (Dimensions per Wiggin CROSS SECTION VIEW _ 500. GALLON N-1 CHAMBERS CEP 5'MIN. .j} ' F 1-NJ� ��l F'1p`'' 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO REPLUMB Precast Corp.,Pocasset,MA) TY F 1 C'A L C H l�;M#?E R PROFILE TO THE DESIGN ENGINEER. EXISTING SEWER PIPING AND 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. EXIT HOUSE AT THIS ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING ,,, ,: �% o!;►, o : �, .''� ',�" �_ REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM NOTES: �� ' a. c�►- =�`�,` .'� APPROPRIATE AUTHORITY. `"! �y _� r•f�.11 PERC NO. 14731 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE INSPECTOR: David W.Stanton`, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS - �= "-� "� , LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE OF EACH SEPTIC SYSTEM COMPONENT. - .r - ,� - • '-� ^' • •=� "`�- " ' •• �' �r , EVALUATOR: Michael Pimentel, ELT, CSE � - r,�.;-, ,• ,i .. . �. .. ) ,,,A. � ,,�+,' THEY SHALL WITHSTAND H-20 LOADING. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF ,', ZONE 2 "~ C.S.E. APPROVAL DATE: Oct. 1999 + ��rf � 1'- } s°"�'='' �- ' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH #" ,, �, .�'� ` ' ' -�^ "' DATE: June 25,2015 TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL " `�-. -'� - �` -' BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. �� `� •'�" 'b � + ° 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM AND UNSUITABLE MATERIAL -cam .- 1!,. . TEST PIT 1 ,1C` ._ `' y., ..,,��, „ _w' Vol".' IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL t3.t , i ) ,r • • .� I« xM ELEV TOP= 48.00' UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER ' ,r' s .._ ;� , = ,.a ., i UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). PROTECTION OVERLAY DISTRICT. ELEV WATER= <37.00' N, y ti-•; 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN �= !: :% `• + • PERC RATE_ <2 minAnch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 4.) WETLANDS SHOWN ON THIS PLAN WERE TAKEN FROM SITE AND ,. `' - r -- • •,--.'� ! ; SEWAGE PLAN REPAIR/UPGRADE, GATED MAY 26,2006. " ♦ ,� , ' LOCUS .' 66"-84" 16. PROPOSED PROJECT IS LOCATED WITHIN: DEPTH OF PERC= i ASSESSOR'S MAP 233 PARCEL 10 '+► w, TEXTURAL CLASS: 1 _ _ Potn. , Iris OWNER OF RECORD: JAMES HERMITAGE AND SARAH ALMY-HERMITAGE >, - y ADDRESS: 38 ALDANA ROAD a EMOVE UNSUITABLE MATERIAL DOWN • '� `•% 0" 48.00' HALIFAX, MA 02338 MAP 233 ' er ` * Sand Loam a4 TO C-2 SOIL& REPLACE w/CLEAN i ? s, '•, A y PARCEL 9EXISTING COARSE SAND PER 310 CMR 255(3) Nye r `�'�, ' .; t 4„ OYr 3/2 47 6T FEMA FLOOD ZONE X and X(<500) 1 Vnrr--I.LING ate. _ _ ! P .. _ _ Sandy Loam COMMUNITY PANEL# 25001C0562J yet "10 • B 10Yr 5/6 17. DEED REFERENCE: BOOK 20762, PAGE 270 '�- S83° 40 25"w '. .� ''� "�• 36" 45.00' 18. PLAN REFERENCE: PLAN BOOK 1, PAGE 53 :k t� Loamy Sand 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ' 2w±per deed) V. StC � ,� C-1 ,. c.F:��nr'1Ff7 ?-.:Cnrr�l.1.,UN ( � �j - ,l� 2.5Y6/4 `2-5, nr _ .• " 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY MAP 233 -... ._ _ �� 2.50 ASSUME ANY LIABILITY FOR SEPTIC SYSTEM UPGRADE JC ENGINEERING WILL NOT ASS BIL rs TP 2 f11.' Uv iE u _ P 0 q ...... '.► r,r,. a m FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. DISTRIBUTION`BOX ARCEL 1 _ �, �' PORT, x5' 1$,095 S.F.t N 34 10' I �+� 21. A 4 PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A 'o' co ' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A •,I.!'N SEPTIC TANS Z _ --" REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. c`" , Medium-Coarse Sand ..- , (;� m ! / � C-2 2.5Y 6/6 �. ,� ! '.N ,,, c., � • � MAP 233 n O9.T PARCEL 70 o �o ,5' TP 1 ; �,,, LOCUS PLAN p 48xo'I ► I z 100.2' r'! r! 7. z SCALE: 1"= 1000' -BEDROOM�Jf No Mottling, Standing or Weeping Observed r VVE'LUNG \ 4 00.2, nNO 14731 PERC NO. ``% L1� r' O INSPECTOR: David W.Stanton, RS 50x0' EXISTING SPOT GRADE o o� NUMBER OF BEDROOMS (ASSESSORS) 1 Benchmark w o + EVALUATOR:Michael Pimentel, ELT, CSE -- - 50 - - EXISTING CONTOUR Spike in U.P. -' `� �� \`�i0� I I MAP 233 , NUMBER OF BEDROOMS (EXISTING) 1 a ~ ' C.S.E. APPROVAL DATE: Oct. 1999 PARCEL 11 DATE: ��-- Elev.=44.00' NUMBER OF BEDROOMS(DESIGN) 2 A rox. M.S.L. �, � � 50 PROPOSED CONTOUR DESIGN FLOW 110 GAUDAYBEDROOM June25,2015 77 �Q� 1' �3°� c, TEST PIT#: 2 50 PROPOSED SPOT GRADE TOTAL DESIGN FLOW 220 GAUDAY ELEV TOP= 48.00' 1,�g5'S DESIGN FLOW x 200 % = 440 GAL/DAY EL EXISTING WATER LINE t: ELEV WATER,_ <37.00' USE PRUF�OSED 1;500 � �GALLON'SI=PTiC TANK TING OVERHEAD UTILITIES '•_ � EXISTING 1 APPROX. LOCATION PERC RATE _ FOR PROPOSED *1 BEDROOM DEED RESTRICTION TO BE FILEDit. TEST PIT LOCATION a? FUTURE WELL DEPTH OF PERC= (100'MIN. FROM S.A.S.) EXISTING CESSPOOL t TEXTURAL CLASS: 1 PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE SWING-TIES PLAN SCALE: "=20' INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE' - 0" 48.00' C7 PROPOSED DISTRIBUTION BOX f_X!TSTING A Sandy Loam „�•..,..... �:�'EI_L_!''�� SIDEWALL CAPACITY 411 1 OYr 3/2 47 67 PROPOSED 500 GAL. LEACHING CHAMBER (LENGTH + WIDTH) (2 SIDES) (2'HIGH) (0.74 GPD/S.F.) = GAUDAY Sandy Loam p Q PROPOSED 1,500 GALLON SEPTIC TANK (21.0'+8.83)(2 ) (2') ( 0.74 GPD/S.F.) = 88.3 GAUDAY B 10Yr 5/6 NIXON LOCAL UPGRADE APPROVAL REQUEST (ONSITE WELL): 2 10-23-15 MCP JLC Added proposed future well and variance request 5) (4 3 IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE BOTTOM CAPACITY - 36 45.00 1 9-17-15 MCP JLC Added local variance requests(well to tank&d-box) APPROVAL IS REQUESTED FROM 310 CMR 15.211(1): (LENGTH x WIDTH) (0.74 GPD/S.F.) GAUDAY C-1 Loamy Sand REV. DATE BY APP'D. DESCRIPTION `} (1.) A 25.6'WAIVER(100.01-74,.4')FOR THE SETBACK FROM THE SAS TO THE EXISTING (21.0'x 8.83') (0.74 GPD/S.F.) = 137.2 GAUDAY 2.5Y 6/4 35A �� 0), ONSITE WELL LOCATED AT 54 NYES NECK ROAD(MAP 233, PARCEL 10). 42.50' PROPOSED SEPTIC SYSTEM UPGRADE (6 (2 11.T LOCAL VARIANCES REQUEST (ONSITE & NEIGHBORING WELLS): TOTALS: PREPARED FOR: 5.7 „y HC-2 THE FOLLOWING LOCAL VARIANCES ARE REQUESTED FROM THE TOWN OF BARNSTABLE'S TOTAL NUMBER OF CHAMBERS 2 JAMES HERMITAGE & SARAH'ALMY-HERMITAGE -iONS; SECTION 397-8: (1 i ry� ;r, � Z CHAPTER 397: WELLS REGULATIONS* TOTAL LEACHING AREA 304.7 SQ.FT. f*` (1.) A 75 6'VARIANCE(150.0' 74.4')FOR THE SETBACK FROM THE SAS TO THE EXISTING TOTAL LEACHING CAPACITY 225.5 GAL./DAY ONSITE WELL LOCATED AT 54 NYES NECK ROAD(MAP 233,PARCEL 10). C-2 Medium-Coarse Sand LOCATED AT ,C (2.) A 40.9'VARIANCE(100.0'-59.1')FOR THE SETBACK FROM THE TANK TO THE EXISTING 2.5Y 6/6 SWING-TIES ONSITE WELL LOCATED AT 54 NYES NECK ROAD(MAP 233,PARCEL 10). 54 NYES NECK ROAD ' CENTERVILLE MA 02632 HC-1 f HC-1 HC-2 (3.) A 24.8'VARIANCE(100.0'-'75.2')FOR THE SETBACK FROM THE D-BOX TO THE EXISTING 2 DESCRIPTION ONSITE WELL LOCATED AT 54 NYES NECK ROAD(MAP 233,PARCEL 10). G � (4.) A 22.1'VARIANCE(150.0-- 127.9')FOR THE SETBACK FROM THE SAS TO THE EXISTING 132" 37.00' SCALE: 1 INCH = 20 FT. DATE: SEPTEMBER 8, 2015 � �s ,, SEPTIIC COVER IN (1) 23.4' 9.0' NEIGHBORING WELL LOCATED AT 74 NYES NECK ROAD(MAP 233, PARCEL 11). �w' o 10 20 40 80 FEET No Mottling, Standing or Weeping Observed �' SEPTIC COVER OUT(2) 31.1' 10.2' (5.) A 50.0'VARIANCE(150.0!- 100.0")FOR THE SETBACK FROM THE SAS TO THE FUTURE '►Jf '` ` ! NEIGHBORING WELL LOCATED AT 74 NYES NECK ROAD MAP 233 PARCEL 11). PREPARED BY: OG��p 15.9' (6.) A 35.1'VARIANCE 150.9- 114.9')FOR THE SETBACK FROM THE SAS TO THE EXISTING RESERVED FOR BOARD OF HEALTH USE CHURCH L JR. :''� ENGINEERING, CORNER OF STONE(3) 37.1 ( 4 f JC INC. NEIGHBORING WELL LOCATED AT 44 NYES NECK ROAD(MAP 233, PARCEL 9). Club CORNER OF STONE(A) 46.0' , 23.8' 2854 CRANBERRY HIGHWAY CORNER OF STONE(5) i51.4 37.0 LOCAL VARIANCE REQUEST (WETLAND): }'� F T -� EAST WAREHAM, MA 02538 T FROM 1SECTION 360-1: 508.273.0377 THE FOLLOWING LOCAL VARIANCE IS REQUESTED OM ARTICLE , CORNER OF STONE(6) 43.T 32.4' SITE ��` 1. A 18.5'VARIANCE 100.0'-81.5' FOR THE SETBACK FROM THE SAS TO THE WETLAND. SCALE: 1"=20' ( ) ( ) r` / Drawn By: BSM Desgned By:MCP Checked By: JLC JOB No.3.142 TOP OF FOUNDATION = 49.2 ± FINISH GRADE OVER D-BOX = 48.3't t�F N F-R A I 1'' FINISH GRADE OVER CHAMBERS= 47.0+ - 48.5+ PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION RISER TO WITHIN 6"OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. 2" OF 1/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL �- FOUNDATION = 48.0't 48.0 t 5" DIA. OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE#21) CODE AND ANY APPLICABLE LOCAL RULES. @ - r � STONE OR GEOTEXTILE FILTER FABRIC --� 20"MIN.ACCESS j - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 36"MAX.IN. TOP OF SAS= 45.50' PLACE RISERS ON ALL DESIGN ENGINEER. 9" MIN. CHAMBERS WITH PROP. SCH. 40 9" MIN. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PROP. SCH. 40 36 MAX. 44.67' 36" MAX. INLET PIPES TO 6" OF SYSTEM UNLESS OTHERWISE NOTED. PVC SEWER BREAKOUT EL = 45.1 7 FINISHED GRADE-� 6" 3" 2" DROP MIN. 9„� _ ,+ 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN.SLOPEa�1qo 3' DROP MAX. 3 L-7_ 4 MIN.SLOPE�2 S% PROVIDE WATERTIGHT ELEVATION =45.17' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 13" �- 4" PVC IN FROM ! JOINTS (TYP.) o G �� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST F{VE FEET FROM S.A.S. AND THE TOP OF 45.75'* 14 45.25' SEPTIC TANK 4" PVC OUT TO 0 O C� L� L� o o 0 0 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. • LEACHING FACILITY o0 0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 45.50' 12" o0 0 0 = Q 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48" OUTLET TEE 45.00' MIN. 44•83' 2' o 00 � 0 o� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6" CRUSHED STONE o L� C� C� 0 0 0 0 0 o coo 0 0 0 oo FILLING WHEN SYSTEM 1S NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 11.7' OFFSET TO FND COMPACTED BASE 2-0' _ 8 5, (-n,P) _ ( � 2.0' { � I 2 0, � 2 Q' AND DESIGN ENGINEER. 6"CRUSHED STONE �J 5 OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S,L. DATUM. BENCHMARK ELEVATION OF 44.00' TO BE INSTALLED ON A LEVEL STABLE 21.0' (TYP.) ESTABLISHED ON A SPIKE SET IN UTILITY POLE 2/28, AS SHOWN ON PLAN. OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET < 37.00' COMPACTED BASE C C C + GROUND WATER ELEV.= 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1 ,500 GALLON H-10 CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 42.67 8.83 THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 5' MIN. LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-8" (Dimensions per Wiggin CROSS SECTION VIEW 2 - 500 GALLON H-10 CHAMBERS UHAMbE � ENU VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES "CONTRACTOR TO REPLUMB Precast Corp, Pocasset,MA) TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. EXISTING SEWER PIPING AND 1-10 CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. EXIT HOUSE AT THIS ELEVATION NOT TO SCALE NOT TO SCALE I NOT TO SCALE -_-t - -- _.-�--- 11 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING �� L1 T REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM X WEL! NOTES: �; - - �, )� :. �+ APPROPRIATE AUTHORITY. �,,�f _ \ PERC NO. 147„1 MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE =r` E `` . .• -�R��► � ` " 5•` t ( David W. Stanton, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS t 1-? MAGNETIC ,, _ } INSPECTOR. or OF EACH SEPTIC SYSTEM COMPONENT. - "" r a,,, , LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE I EVALUATOR: Michael Pimentel, EIT, CSE THEY SHALL WITHSTAND H-20 LOADING. 1 ( `� C.S.E. APPROVAL DATE. Oct. 1999 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF N E THE PROPOSED LEACHING FACILITY 70 ENSURE CONSISTENCY WITH . -" �r' '� '`' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. x k Y + -• "':- DATE: June 25, 2015 TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL •-- =• - - ��. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM AND UNSUITABLE MATERIAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. h � � . a �� r• ■ TEST PIT# 1 IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL = �t , + . + , . • .'t„",� ELEV TOP= 48.00' UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER 3..) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER 4 `- Y t _�� •'°' - ,� " �` � UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). PROTECTION OVERLAY DISTRICT. ELEV WATER= < 37.00' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN 4 N FROM THOSE SHOWN PRIOR TO CONTINUA OF WORK �* 4. WETLANDS SHOWN ON THIS PLAN WERE TAKEN FROM SITE AND • '� 'r' - PERC RATE _ < 2 min./inch . i*�:, • ,, ; . r ,5 ��, .� \ + SITE CONDITIONS FR OSE CONTINUATION SEWAGE PLAN REPAIR/UPGRADE, DATED MAY 26, 2006. LOCUS - CDEPTH OF PERC = 66" - 84" 16. PROPOSED PROJECT IS LOCATED WITHIN: --- ASSESSOR'S MAP 233 PARCEL 10 �; TEXTURAL CLASS: 1 / PointIng p. / �h:rtnt, �,. = • "�� OWNER OF RECORD: JAMES HERMITAGE AND SARAH ALMY-HERMITAGE `� �� ► . "'" ADDRESS: 38 ALDANA ROAD EMOVE UNSUITABLE MATERIAL DOWN F" k MAP 233 „k ' 0" 48.00' HALIFAX, MA 02338 r #44 TO C-2 SOIL & REPLACE w/CLEAN ► „,. ?; ,i* . A Sandy Loam PARCEL 9 EXISTING COARSE SAND PER 310 CMR 255(3) a i r• . 10Yr 3/2 m \ DWELLING Ie r,.' ti;, 4" 47.67' FEMA FLOOD ZONE X and X (<500) a " COMMUNITY PANEL# 25001CO562J \ i ` "' Sandy Loam �,� � B 1 oYr 5/6 17. DEED REFERENCE: BOOK 20762, PAGE 270 70 O / / \ � % ti r, �I'LF `� 9`. /, �i i / S83o 40'25"W <` �y+ 36„ 233<< / 210.61' (calc) 41- i w 45.00' 18. PLAN REFERENCE: PLAN BOOK 1, PAGE 53 �.- � 1 " € a' Loam Sand Rq .t y 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. qR�D U (200'f per deed) �. ' Stoney +� c-1 CEO 1 - � ,_, 500 GALLON ' i Pt 5 o " ,• 2.5Y 6/4 9 LEACHING CHAMBERS -�' i ' 42 50 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY MAP 233 \ " ` �,;;;�■ 66" FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY WF41 'f P P. �6, TP 2 r PROPOSED \ -"" !t�` `� `� a FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. s : PARCEL 10 "; 8 t INSPE ION 48x0' a • . F : , �' ' DISTRIBUTION BOX n i1.00' ('n PORT: 48x5' 18,095 S.F.± C- 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A ?? '1 i m -PROPOSED 1,500 \ 'os' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A G 2 ,,� ) fit.; O , y GALLON SEPTIC TANK z REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 'a �,v 7 r w �0 0 ' W E L LRA D I US WF#3A t� �r 233 , PARCEL _ - Medium-Coarse Sand ,NP 1 > \ MAP 233 C-2 2.5Y 6/6 -c % �09"T \ PARCEL 70 WF#2 n . �0 1 ` 48�' x_.. rULL fND-} O \ \ LOCUS PLAN Q r- 100.2' EXISTI z " 42 SCALE: 1" = 1000' \ 1-BEDROOM BH , 1 I 132" 37.00' WF� r1 NEB / DWELLING WETLAND No Mottling, Standing or Weeping Observed r -49-2'± 10p•Z• ''� -WETLAND 9Y 0,: , ._.;W_\ _.,�. __. o,,,,w-117- / 4o/H/W - - o BRAn �, I ,�, �DESIGN DATA 91�INE ^ 10, r oo. \ 11 O�x / / \ \ 00 _P_ PERC NO. 14731 ( u U) \k \ \ \ •0, 0\ I EXISTING SPOT GRADE Benchmark 6) O \ / '� \ f 1 \ NUMBER OF BEDROOMS (ASSESSORS) 1 INSPECTOR: David W. Stanton, RS WF#4 Spike in U.P. > U' \$OAK / \ e',� \ On MAP 233 NUMBER OF BEDROOMS (EXISTING) 1 EVALUATOR: Michael Pimentel, EIT, CSE EXISTING CONTOUR Elev. =44.00' ! a r \ NUMBER OF BEDROOMS (DESIGN) 2 - C.S.E. APPROVAL DATE. Oct. 1999 PROPOSED CONTOUR \\ \ / 11 PINE PARCEL 11 DATE: _L r- A vox. M.S.L. � Ump(TYP) \\ /� EX. WELT , 3� DESIGN FLOW 110 GAUDAY/BEDROOM June 25, 2015 /�.'" -''fit o 31 a ��cl 50 PROPOSED SPOT GRADE -p,o � ;AK � , � l dl \ TOTAL DESIGN FLOW 220 GAL/DAY TEST PIT#: 2 �¢�� h95� r " t_,�,., • :. r ,:u�_ )� DESIGN FLOW x 200 % = 440 GAUDAY ELEV TOP= 48.00' EXISTING WATER LINE \ t i / AND AND ABANDONED? ELEV WATER = < 37.00' WETLAIND )r 4C t ` \ , / USE PROPOSED 1,500 GALLON SEPTIC TANK EXISTING OVERHEAD UTILITIES I DELINEATED BY APPROX. LOCATION PERC RATE _ WF#5 BRAD HALL np O� FOR PROPOSED "1 BEDROOM DEED RESTRICTION TO BE FILED �� TEST PIT LOCATION FUTURE WELL DEPTH OF PERC = 100' WELTANG EXISTING CESSPOOL --''^ ��\ (100' MIN. FROM S.A.S.) TEXTURAL CLASS: 1 OFFSET PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE \ rJ 100'WELLAND \ X. WELL \� r'�oFFSET #74 INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE 0" 48.00' PROPOSED DISTRIBUTION BOX SWING-TIES PLAN SCALE: 1"=20' I - ------- \ � EXISTIF< _ Sandy Loam A 10Yr 3/2 o PROPOSED 500 GAL. LEACHING CHAMBER DWELLIP�i'' SIDEWALL CAPACITY 4" 47.67' LENGTH + WIDTH 2 SIDES (2' HIGH (0.74 GPD/S.F. = GAUDAY �----� ( ) ( ) ) ( ) Sandy Loam !(� O O) PROPOSED 1,500 GALLON SEPTIC TANK o \ I (21.0' + 8.83')( 2 ) ( 2' ) ( 0.74 GPD/S.F.) = 88.3 GAL/DAY B 10Yr 5/6 LOCAL UPGRADE APPROVAL REQUEST (ONSITE WELL): (4 � 2 10-23-15 MCP JLC Added proposed future well and variance request BOTTOM CAPACITY 45.00' 5) 1 3 _ IN ACCORDANCE WITH 310 CMR 15.401 - 15.405 THE FOLLOWING LOCAL UPGRADE 36 1 9-17-15 MCP JLC Added local variance requests (well to tank& d-box} © ) `� APPROVAL IS REQUESTED FROM 310 CMR 15.211(1): (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY G 1 Loamy Sand REV. DATE BY APP'D. DESCRIPTION �? (1.) A 25.6'WAIVER (100.0 -74.4') FOR THE SETBACK FROM THE SAS TO THE EXISTING (21.0' x 8.83') (0.74 GPD/S.F.) = 137.2 GAUDAY 2.5Y 6/4 354 20 \, ONSITE WELL LOCATED AT 54 NYES NECK ROAD (MAP 233, PARCEL 10). PROPOSED SEPTIC SYSTEM UPGRADE 'Co (6� (2 11.7' 1 LOCAL VARIANCES REQUEST (ONSITE & NEIGHBORING WELLS): TOTALS: PREPARED FOR: F � '5.7 �I HCv#i-ND.) o , THE FOLLOWING LOCAL VARIANCES ARE REQUESTED FROM THE TOWN OF BARNSTABLE'S TOTAL NUMBER OF CHAMBERS 2 JAMES HERMITAGE & SARAH ALMY-HERMITAGE 0 I z CHAPTER 397: WELLS REGULATIONS' SECTION 397-8: TOTAL LEACHING AREA 304.7 SQ.FT. 0' I EXISTING o 1-BEDROOM (1.) A 75.6'VARIANCE (150.0'-74.4') FOR THE SETBACK FROM THE SAS TO THE EXISTING TOTAL LEACHING CAPACITY 225.5 GAL./DAY 1 BH ONSITE WELL LOCATED AT 54 NYES NECK ROAD(MAP 233, PARCEL 10). Medium -Coarse Sand LOCATED AT DWELLING C-2 Z.0 \ r ?�-49.2± SWING-LIES (2.) A 40.9'VARIANCE (100.0' - 59.1') FOR THE SETBACK FROM THE TANK TO THE EXISTING 2.5Y 6/6 54 NYES NECK ROAD ONSITE WELL LOCATED AT 54 NYES NECK ROAD (MAP 233, PARCEL 10). HC-1 (3.) A 24.8'VARIANCE (100.0' - 75.2') FOR THE SETBACK FROM THE D-BOX TO THE EXISTING CENTERVILLE, MA 02632 DESCRIPTION HC-1 HC-2 ONSITE WELL LOCATED AT 54 NYES NECK ROAD (MAP 233, PARCEL 10). A C� 4. A 22.1' VARIANCE 150.0' - 127.9' FOR THE SETBACK FROM THE SAS TO THE EXISTING SCALE: 1 INCH = 20 FT. DATE: SEPTEMBER 8, 2015 R` ,> SEPTIC COVER IN (1) 23.4' 9.0' ( ) ( ) 132" 37.00' �� s� �� NEIGHBORING WELL LOCATED AT 74 NYES NECK ROAD(MAP 233, PARCEL 11). 0 10 zo ao so FEET 5. A 50.0'VARIANCE 15 No Mottling, Standing or Weeping Observed OC SEPTIC COVER OUT(2) 31.1' 10.2' ( ) ( 0.0' - 100.0') FOR THE SETBACK FROM THE SAS TO THE FUTURE w Yc NEIGHBORING WELL LOCATED AT 74 NYES NECK ROAD (MAP 233, PARCEL 11). PREPARED BY: C O �7t JOH L CORNER OF STONE (3) 37.1' 15.9' (6.) A 35.1'VARIANCE (150.0'- 114.9) FOR THE SETBACK FROM THE SAS TO THE EXISTING RESERVED FOR BOARD OF HEALTH USE �' C►1URCHILLJR. JC ENGINEERING, INC. . Gt Q NEIGHBORING WELL LOCATED AT 44 NYES NECK ROAD(MAP 233, PARCEL 9). � CIVIL 2854 CRANBERRY HIGHWAY t. UtLL i CORNER OF STONE (4) 46.0' 23.8' �P� �ew,,a,e EAST WAREHAM, MA 02538 �`�LOCAL VARIANCE REQUEST (WETLAND): F� T CORNER OF STONE (5) 51.4' 37.0' �j, I _ SITE PLAN THE FOLLOWING LOCAL VARIANCE IS REQUESTED FROM ARTICLE 1 SECTION 360-1: 508.273.03 77 CORNER OF STONE(6) 43.T 32.4' SCALE: 1" = 20' (1.) A 18.5'VARIANCE (100.0'-81.5') FOR THE SETBACK FROM THE SAS TO THE WETLAND. Drawn By BSM Designed By.MCP Checked By: JLC JOB No.3142