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HomeMy WebLinkAbout0226 HOLLY POINT ROAD - Health 226 HOLLY POINT ROAD Centerville A = 064 - 015 - 001 S M E A D No.2453LOR UPC 12534 amead.com • Made In USA MUS®NDBROWIN SFI M WHO TOWN OF BARNSTABLE LOCATION aU i4e ty A:in4 Act SEWAGE# 2. t s 3 VI VILLAGE CelftfgtV t i ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. n-08-477-_$?27 SEPTIC TANK CAPACITY �� LEACHING FACILITY:(t��ppe) S7 /'!deal LDi P,)sev- (size) QA 4 X%F>;i;S NO.OF BEDROOMS T v�lAce �cvi� OWNER ;F a ski C gtyte:Q Arian�G D t Ph PERMIT DATE: �'! ``� ` Z COMPLIANCE DATE: Separation Distance Between the: 1� i Maximum `` Adjusted Groundwater Table to the Bottom of Leaching Facility Ts/0. Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility). Feet Edge of Wetland and Leaching Facility(If any wetlands exist within > >t,-.�> 300 feet of leaching facility) 7® +5,J`�' eet FURNISHED BY e4m41 de ck LWrn -3 -1-11 ` A_�= A-3==3��0T, i "J A Q4 3a 6 R A-T=36+3r �-1=�-7•'� A f3 r A®a 6 vy 3" -1= :. - 1 0 Ij-6,-q-0,5 6 R=16.7 ?© 6 `V, No. ap12 J T Fee �—`� THE COMMONWEALTH OF MASSACHUSETTS? Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Application for Misposal Opstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(A Abandon( ) XCompleteSystem ❑Individual Components Location Address or Lot No. 2.7.(0 k o ply Pa`evr 2*4 cQ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel '2 3 ;L 3-3 Installer's_N/ame,Address,and Tel.No. Designer's Name,Address,and Tel.No. JL4, `1"77 f-ff71 'FrAc"J S111i,tc,erj J'-01F-733 -007o Type of Building: Dwelling No.of Bedrooms —/ Lot Size �� 86a+ sq.ft. Garbage Grinder( ) Other Type of Building 5)�Ie f �.j!, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 4-1,4p gpd Design flow provided Li 60 gpd Plan Date (h4y 23 2 c Number of sheets i Revision Date *7 31111 Title 2 Z(o kip 11&, lZayj Size of Septic Tank l�p0 e,a1 g.i; 10009gI l?C• Type of S.A.S. o"- 1=bW �c Sors Description of Soil Nature of Repairs or Alterations(Answer when applicable O iA nc, TO oN t4-.: p. v D — 13 o-x. - —o 141 (� 4 ,t OW411< Date las inspected: le I js 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 Health. Signed Date 9— j 9 —2,6 0 Oq Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 028 p Date Issued '— IV � No. OLa 13' / ,. ' _t. t. d� 3 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y a PUBLIC HEALTH DIVISION - TO jN OF BARNSTABLE, MASSACHUSETTS es _... ZWplicatlou for Mi,spoBal .pstem (Construction Permit, '• Application fora Permit to Construct( ) Repair( ) Upgrade X Abandon( ) X(Complete System ❑Individual Components Location Address or Lot No. 12(o N o tt7 Po;nT 2.44 Owner's Name,Address,and Tel.No. C �re�,:,► hJMAS e -t— ' Assessor's Map/Parcel 23 ,'Z. �3 Installer'sN/ame,Address,and Tel.No. Designer's Name,Address,and Tel.No. r✓4,aXw, t`,7tr-)9,1 j 1,LC ` ? 7 7 $fA<X-CrJ G"11'f I e er,nti, Type of Building: Dwelling No.of Bedrooms Lot Size (0, ` 0a-1 sq.ft. Garbage Grinder( ) Other Type of Building 5 'l e No.of Persons Showers( ) Cafeteria( ) r.. Other Fixtures Design Flow(min.required) 4 p gpd Design flow provided y J U gpd Plan Date May 23rJ 7-a i Number of sheets Revision Date 7 31 / Title Z Z-co I1 �,a i„1' [Za j Size of Septic Tank t 5'00 q nJ 5.T 10()O rs(J?C• Type of S.A.S. .F a^ -Description of Soil % 1 Nature of Repairs or Alterations(Answer when applicable. I bL) Ci V-( 11 0,i.o !u ,7 .t om o y1l I�- /U 1 - 13 0 4 'T o 5- tJ L" t /1^o�. r<� - -(ox (b ygo/k) Q ,M i Date last inspected: 0 1 Z Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in I 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 Health. aN Signed Date 9— -• 1,3 i Application Approved by Date i Application Disapproved by Date for the following reasons Permit No. 2, 0 6 Date Issued ------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site S wage Disposal system Constructed( ) Repaired( ) Upgraded(� Abandoned( )by Q ��c j t C�c� a;? £ at Z't" U l l k Con a �o r�l� o has;been constructed in accordance 9 with the p visions of Title 5 and he for Disposal System Construction Permit No. :10 '3 36�dated ' Installer e) L[`�- Designer �j( tt�e�„ (' ►7r #bedrooms �- J t2 Approved design flow { fr gpd U The issuance of this permit not be construed a'sa guarantee that the system function,asgdes' .d. � �j Date �J i�, 1� I'Alif: /� I ���n _tl\'l '/� �'� Inspector / I/ t( ; l,'' � •/ Y�1`V ----------------------- ----------------------- ---" ----- v No. c)O/3.' 3 6 Fee I' THE`"COMMONWEALTH OF MASSACHUSETTS T PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS i Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(y.) Abandon( ) System located at 22-G &k, f, ,,"fi I i 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. i Provided:Construction must be completed within three years of the date of this permit:`c� r Date I � � �^ � � Approved by � II' r Der•_= 1 P 231 Y 150 a 9-19-201,3 3=09 DARNSTA81-E LANQ COURT REGISTRY DECLARATION OF RESTRICTION We,Thomas L Philbrick, and Marianne D. Phillbrick, of 226 Holly Point Road, Centerville, Massachusetts 02632. Being the owners of Lot 53, as shown on a plan of land recorded with the Barnstable County Registry of Deeds on Land Court Plan number 20239-c, (the "Premises"), herby impose the following restriction upon the Premises,which said restriction shall run with the land and be binding upon our successors and assigns thereto: The dwelling constructed or placed upon the Premises shall contain no more than (4) bedrooms unless and until it is connected to the municipal sewer or the Board of Health of the Town of Barnstable permits otherwise. Property Address: 226 Holly Point Road, Centerville, Massachusetts For title, see deed recorded with the Barnstable County Registry of Deeds on Land Court Plan number 20239-c WITNESS our hands and seals this lq—day of September, 2013. I r T �L Thomas L. Philbrick �L /64 1� Marianne D. Philbrick COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. 4k On this III day of September, 2013, before me,the undersigned notary public personally appeared Thomas L. Philbrick, and Marianne D. Philbrick, proved to me through satisfactory evidence of identification,which was fAA 'Orlcttrs LC to be the persons whose names are signed on the preceding or attached document, and acknowledged to me that they signed it voluntarily for its stated purpose. RICHARD M. CAPEN a Notary PubI1C COMMONWEALTHOFMASSACHUSETTS 1JI� My Commission Expires j. September 10, 2015 f it �CIJ f Town of Barnstable ��oatH�toKy Regulatory Services Richard V. Scali,Interim Director &Axxsreai.e. M Public Health Division 9� i639' `0� 639. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit-4 200- 31;, 7 Assessor's Map\Parcel 3 Designer: Boe49z.16I=N 6fJ&a- C; tNtG Installer: ( w�Klf- GnkCV.N)42 LL(__ Address: 49 " P" tw Address: 1 3 On Gi_���3 ,,�;�QQ Ch(V- ui-el u.c. was issued a permit to install a (date) (installer)' . septic system at 2 AIW_.&A� based on a design drawn by (address) dated (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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters (if applicable) 1 iN OF Mgss�O . DONALD yGN Installer's Signature 2 F. v BRACKEN JR. NO.37071 Co AEpp �FGIS7ER�O (Designer's/Signature) ( g�►.a Here) PLEASE RETURN TO BAR STABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WII,L NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form Rev 8-14-13.doc �OFSHE ro Barnstable Town of Barnstable flA E3LE. MASS. + Board of Health D y �tA55 OD 039. �0 ArFb MAC A' 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 June 28, 2013 Mr. Donald Bracken, Jr. P.E. Bracken Engineering, Inc. 49 Herring Pond Road Buzzards Bay, MA 02532 RE: 226 Holly Point Road, Centerville A = 232-033 Dear Mr. Bracken, You are granted conditional variances on behalf of your client, Anne Gould, to construct an onsite sewage disposal system at 226 Holly Point Road, Centerville. The variances granted are as follows: /310 CMR 15. 212: To install the soil fou r (4 absorption s feet above the p Y ) maximum high groundwater table, in lieu of the minimum five (5) feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the soil absorption system 70 feet away from an isolated vegetated wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the septic tank 65 feet away from an isolated vegetated wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the pump chamber 58 feet.away from an isolated vegetated wetland, in lieu of the minimum 100 feet separation distance required. Section 366-1 of the Town of Barnstable Code: To install the soil absorption system 92 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet separation distance required. Q:\WPFILES\Bracken226HollyPointRoadVariances2Ol3.doc r.i 9 /10CMR 15. 211: To install the soil absorption system thirteen (13) away from the foundation wall, in lieu of the minimum twenty (20) feet separation distance required. These variances are granted with the following conditions: (1)/stoud more than four (4) bedrooms are authorized at this property. Dens, y rooms, offices, finished attics, sleeping lofts, and similar-type rooms Yhe r considered "bedrooms" according to the MA Department of onmental Protection. (2) applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) /he.,Ongineer shall revise the plans to show more details in regards to the proosed modified distribution box which is planned to be used as a manhole/clean-out for the 90 degree turn in the sewer line, connected from',. garage. (4) e engineer shall revise the plans to show a minimum of four (4) feet vertical separation distance above elevation 34.8. This is consistently required high water elevation utilized by the Board of Health for all prop=rties surrounding and/or in close proximity to Lake Wequaquet. (5) he`septic system shall be installed in strict accordance with the revised engineered plans. (6) Xe esigning engineer shall supervise the construction of the onsite ge disposal system with innovative technology components and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. Site constraints severely restrict the location of the system components due to high groundwater and due to the locations of wetlands on two sides of this property. These variances are granted because the designing engineer designed the new system in an effort to maximize the setbacks to these resources. In addition, the plan does not reflect any additional wastewater discharge compared to the existing approved system. Sincerely yours, Wayne Miller, M.D. QAW PFILES\Braden226HoIlyPointRoadVariances2013.doc Town of Barnstable Barnstable filkAmWcaCft b BARNSTA�LB. + Board of Health Tfa A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. JunichiSawayanagi June 28, 2013 Mr. Donald Bracken, Jr. P.E. Bracken Engineering, Inc. 49 Herring Pond Road Buzzards Bay, MA 02532 RE: 226 Holly Point Road, Centerville A = 232-033 Dear Mr. Bracken, You are granted conditional variances on behalf of your client, Anne Gould, to construct an onsite sewage disposal system at 226 Holly Point Road, Centerville. The variances granted are as follows: 310 CMR 15. 212: To install the soil absorption system four (4) feet above the maximum high groundwater table, in lieu of the minimum five (5) feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the soil absorption system 70 feet away from an isolated vegetated wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the septic tank 65 feet away from an isolated vegetated wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the pump chamber 58 feet away from an isolated vegetated wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the soil absorption system 92 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet separation distance required. Q:\WPFILES\Bracken226HollyPointRoadVariances2013.doc 310 CMR 15. 211: To install the soil absorption system thirteen (13) away from the foundation wall, in lieu of the minimum twenty (20) feet separation distance required. These 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 (4) 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 engineer shall revise the plans to show more details in regards to the proposed modified distribution box which is planned to be used as a manhole/clean-out for the 90 degree turn in the sewer line, connected from the garage. (4) The engineer shall revise the plans to show a minimum of four (4) feet vertical separation distance above elevation 34.8. This is consistently required high water elevation utilized by the Board of Health for all properties surrounding and/or in close proximity to Lake Wequaquet. (5) The septic system shall be installed in strict accordance with the revised engineered plans. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system with innovative technology components and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. Site constraints severely restrict the location of the system components due to high groundwater and due to the locations of wetlands on two sides of this property. These variances are granted because the designing engineer designed the new system in an effort to maximize the setbacks to these resources. In addition, the plan does not reflect any additional wastewater discharge compared to the existing approved system. Sin rely yoVT, IVayf Miller, M.D. Q:\WPFILES\Bracken226HollyPointRoadVariances2Ol3.doc �—Iti �e °� � ' ,�c�J 1� c�����5 m��� . �� v y �tMFi t DATE: /-3 �7 �')� y FEE: . ■MW9rnsM .' 9A iMAM ASP ]V11 REC. BY y , own of Barnstable e � --100 SCHED. D#E: Board of Health I-u4e> > FjaO L3 200 Main Street, Hyannis MA 02601 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: 226:Holly Point Road, Assessor's Map and Parcel Number: 232/33 Size of Lot: 19,100 s.£ Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Phone ' Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: Thomas&Marianne Philbrick Name:Donald F. Bracken, Jr.,P.E. Bracken Engineering, Inc. Address:226 Holly Point Rd. Centerville,MA 02632 Address:49 Herring Pond Rd7 i 7no Buzzards Bay,MA 32 Phone: 508-833-0070 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed? 360-01 See attached letter ji= r NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System �l 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.CannA D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC Main Office: Nantucket Office: 49 Herring Pond Road 19 Old South Road Buzzards Bay,MA 02532 Nantucket,MA 02554 Tel(508)833-0070 YIL Lg Tel(508)325-0044 Fax(508)833-2282 ' ti { May 24, 2013 , Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: Variance Request 226 Holly Point Road, Map 232, Parcel 33,Thomas and Marianne Philbrick Dear Board Members: k Please accept this letter as a variance request to the Barnstable Board of Health Regulations for the above referenced property. The project shall consist of upgrading an existing failed septic system. I The existing system consists of two cesspools located in the front yard across from an isolated vegetated wetland and a potential vernal pool.There is also a water body (Bearse Pond)-and a bordering vegetated wetland area bordering the property. It is proposed to replace the existing system with a new system to include a 1500 gallon septic tank (ST), pump chamber (PC) and soil absorption system (SAS). The following variances to Section 360-1 are requested: Component Required Proposed Variance setback setback requested Isolated Vegetated Wetland to SAS 100, 70' 30' Isolated Vegetated Wetland to PC 100, 58' 42' Isolated Vegetated Wetland to ST 100, 65' 35' Bordering Vegetated Wetland to SAS 100, 92' 8' Justification:The proposed system has been located to maximize the setback distances to these resource areas. The existing system is in the same general location. This proposal also requires the following divergence from Title V under Local Upgrade Approval: Section 15.211: Reduction in setback between SAS and cellar from 20' to 13'. Justification: An impervious liner is proposed 5' outside and around the SAS within 20' of the cellar. 1 I COMPLETE,SEhD 1N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signat item 4 if Restricted Delivery is desired. X IV 4- ❑Agent i Print your name and address on the reverse ❑Addressee so that.we can return the card to you. B. Received K(Printk Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, JUG, _ 1 or on the front if space permits. ' I D..Is deliveryaddress-different from item ❑Yes 1. Article Addressed to: `�� If YES,enter deliV'*,,address �%�) ❑No 02 I I II balzarini Realty LLC ` P.O.Box 513 j ,Canton MA 02021-0513 3. Service type .. ❑Certified Mail ❑Express Mail ❑Registered O Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2, Article Number 1 ; .7 0.10 3 0 9 0 0 01—3 616 9 2 0 6 (fiansfer from service label) r PS Form.3811.February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS I Permit No.G-10 Sender: Please print your name, address, and ZIP+4 in this box Bracken Engineering,Inc. ° 49 Herring Pond Rd. Buzzards Bay,MA 02532 ° ° ° ° I r'�,+,►�a�,�trl�liilfl�slltillliin��,,,�tl��i��i�iitl�iili�l�, ttl� ° KSENDER: COMPLETE THIS SECTION COMPLETE THIS SECTIONON DEUVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent e X ■ Print your name and address on the revers ' ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Dat f elivery 1 ■ Attach this card to the back of the mailpiece, I ` or on the front if space permits. I D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to If YES,enter delivery address below: ❑No Frank J. Malfa Joan Malfa-MCLaughlin II 45 Redgate Rd. i 3. Service Type West Roxbury, MA 02132 ❑Certified Mail ❑Express Mail I J ❑Registered ❑Return Receipt for Merchandise I ❑insured Mail ❑C.O.D. I 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Numberi i;.•—, -- — j I (Transfer from servicetabeq j 7012 2920 ODDO 1983 3685 PS Form 3811,February 2 .Domestic Return Receipt 102595-02-M-1540,I I I ' UNITED STATES POSTAL SERVICE I First-Class Mail Postage&Fees Paid USPS Permit No.G-10 I ° Sender: Please print your name, address, and ZIP+4 in this box • � b I Bracken Engineering,Inc. 49 Herring Pond Rd. y Buzzards Bay,MA 02532 I I I I COMPLETE •N COMPLETE THIS SECTIONON �. ■ Complete items 1,2,and 3.Also complete A. Sig e 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. M ved by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, `� 2 5 �or on the front if space permits. •� D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No I I , Gloria N. Simon, tr. I Gloria N. Sim on Rev. Liv. Tr. ._._ 1212 Holly Point Rd. 3. Service Type I Centerville, MA 02632 ❑Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail. ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number Its-- --Tm- r-T %%%i i— I (Transfer from service label) 7 012 2920 0000 1983 3654 M PS Form 3811,February.2004 Domestic Return Receipt 102595-02-M-1540; UNITED .STATES' ..:DW 'Feal Sender: Please print your name, address, and ZIP+4 in this box • I I I Bracken Engineering,Inc. i 49 Herring Pond Rd. Buzzards Bay,MA 02532 I rilliil.iili"il'iiI'll1ll+I'ili1l'IIII�'iI'lli'i'Ii'Ij,11111,�1;1i1� I COMPLETE • ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ff ❑Agent )Cz ► 0 1,,■ Print your name and address on the reverse euw WAddressee (. so that we can return the card to you. B. c ' y'( d am C. of De v I ■ Attach this card to the back of the mailpiece, or on the front if space permits. / I D. Is delivery address different from item 1? ❑Ye l 1. Article Addressed to: If YES,enter delivery address below: ❑No I � I Thomas & Marianne Philbrick 226 Holly Point Rd. 1 3. Service Type Centerville, MA 02632 ❑Certified Mail ❑Express Mail I ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number — - -- — _.._. (Transfer from service labeo �7 012 2920 0000 1983 3 6 61 PS Form 3811 February 2004 Domestic Return Receipt 102595.02-M-1540 t II 6 UNITED STATES POSTAL SERVICE First-Class Mail `! Postage&Fees'Paid USPS I Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Bracken Engineering,Inc. b- 49 Herring Pond Rd. Buzzards Bay,MA 02532 I i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si ature item 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. Received by(Printed Name) C. of D li ry ■ Attach this card to the back of the mailpiece, Q_� or on the front if space permits. AP e5�, L1Ae, D..Is delivery address different from item.i? ❑Y s 1. Article Addressed to: If YES,enter delivery address below: ❑No I Ronald & Glorya Geltman j 236 Holly Point Rd. 11 Centerville, MA 02632 3. Service Type j ❑Certified Mail ❑Exprem"Miga ; ❑RegistvNd ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. II 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number " 7012 2920 0000 1983 3692 _ ' I (Transfer from service label) I� PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 a f UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 Sender: Please print your name; address, and ZIP+4 in� ox • Bracken Engineering,g g,Inc. � 49 Herring Pond Rd. i Buzzards Hay,MA 02532 �� �; .-" ' :;•. i F ii Fii iiilFF ; Flli .fill 11FI FFFFl•IJHj •ilrFi llilFFF ii' idi Ii � � ,Ii I SENDER: COMPLETE THIS SECTION COMPLETE THis.,sEcTioN ON DELIVERY ■ Complete items 1,2,and 3.Also complete AZiNature 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. B. Received by(Printed Name 0. Date t De''ery ■ Attach this card to the back of the mailpiece, 1/,1�` I-C 1I�(� or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No [249 illiam &Carole Nellis I Holly Point Rd.MA 02632 s. service typeenteNllle, ❑Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. (7ianscle Numbrfrom �� i1i7'0121 29201 0�0 1983 3678 Y (transfer from service label) I PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M•1540;I i, I UNITED STATES POSTAL SERVICE First-Class Mai( Postage&Fees Paid USPS I Permit No.G-10 I Sender:. Please print your name, address, and ZIP+4 in this ox • I � � I I Bracken Engineering,Inc. 49 Herring Pond Rd. i Buzzards Bay,MA 02532 I 1 i:: 2.±J2E:4:B III If I II rI� � liil � �ifilli { ' 11- II(I , Section 15.212: reduction in separation of depth to groundwater for soils with a percolation rate of less than 2 minutes/inch from 5' to 4'. Justification:The existing site grades, driveway location and house elevation are fixed and mounding is not an option. A pump chamber is proposed to achieve the maximum feasible separation of four feet (4'). The proposed design allows the best feasible upgrade within the borders of the lot and has the least effect on public health, safety, welfare and the environment. In our opinion, strict application of the regulations from which variances are sought would do manifest injustice to the applicant. We look forward to presenting this project to the Board at the next available hearing. If you have any questions, please contact our office. Sincerely, Bracken Engineering, Inc. o�NpA�TfAtDFy.p q�y� CIVIL Donald F. Bracken,Jr., P.E., President o ,cFSS1QNG�� cc: Thomas & Marianne Philbrick Town of Barnstable P# za?l dye Department of Regulatory Services l) ttnnrsraet.e.� Public Health Division Date / 1679. �� 200 Main Street,Hyannis MA 02601 Eb MPr p h --�y�Date Scheduled I y J Time Fee Pd. A v Soil Suitability Assessment for S Disposal Performed By: Witnessed By: , LO�CjATION&GENE INFORMATION Location Address 2262 1 1�. \� �0�1,[/-� )CfJ'1 Owner's Name^'.>�h� �S .�-.rn.(�(, �(/�')lJ�,� plj i+V!, e{kv� Address Assessor's Map/Parcel: 2 3 2 /6.,'7 S Engineer's Name Do A CL l()L r- IZt Ir:�n.t�� ©9,63Q NEW CONSTRUCTION TT n REPAIR Telephone# + �—d�� CfbA &-ct-e.kerle�,C0M Land Use S r J Slopes(%) (— Surface Stones N CJN E Distances from: Open Water Body 100 ft Possible Wet Area -1 0 It Drinking Water Well W Drainage Way ft Property Line 20 It Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) '�ERRSE UsfC �o�D Parent material(geologic) Depth to Bedrock IV, `0,,4 Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face 1�K /-� i t Estimated Seasonal High Groundwater M O-Mi-ES Q-72 �;��;x��� �DETERIVIINATION�FOR;SEASONAL HIGH�WATER TABLE; Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION,TEST , Date" Tune Observation n. Hole# I Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ Time(9"-6") t End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed 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:\SEPTIC\PERCFORM.DOC r DEEP'OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven pwlb Lom 1OjP, -- I�21A , f to- ?-Cl 19 SL- -5 SY(Z 3/4 — FO A t-f 2 Ct SA N D 25Y (-/-I — Loos - Zo%G v, W2- (zo C SlkND 25Y 8/z -�p L6csE DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven 15-2j 16 SLIl-S 5`(g !�f r-21A 27-` 2- C, �PrN� 2e�Y �/y — C � - 20�/� Gl Yt a- q2-12© C ;Arlp 26Y $/Z --k Lubsy -207„ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth fro 1.m Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate May: Above 500 year flood boundary No)( Yes Within 500 year boundary No Yes Within 100 year flood boundary No Y. 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 forthe soil absorption system? Ifnot,what is the depthofnaturally occurring ious material? Certification I certify that on 0 J (date)Ihave passed the Sol evaluator examinatbn approved by be Department of Environmental Protection d that the above analysis was performed by me consistent with the required trainng,expertise and exp 'ence des ed in 310 CMR 15.017. ,1 Signature 2Q4 Date a'1 3 QASEPTIC)PERCFORM.DOC Thomas & Marianne Philbrick 226 Holly Point Road Centerville MA 02632 May 8, 2013 Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: 226 Holly Point Road, Centerville To Whom it May Concern: I hereby authorize Bracken Engineering, Inc. to,act on my behalf and represent me before the Board of Health and the Conservation Commission regarding the septic system replacement at the above referenced property. Please copy Bracken Engineering, Inc. at 49 Herring Pond Rd., Buzzards Bay, MA 02532 tel 508-833-0070 any correspondence about the project. Sincerely, Thomas Philbrick Owner, 226 Holly Point Rd., Centerville Marianne Philbrick Owner, 226 Holly Point Rd., Centerville TRANS. NO.: CITY/TOWN: 849-N S-r A9-E APPLICANT: 17 k i I b re C k ADDRESS: 2 Z 6 Not," 111T QD . DESIGN FLOW: y'40 G.P U. gpd REVIEWED BY: DATE: N/A OK NO Legal boundaries denoted 310 CMR 15.220(4)(a)] Street,Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] Locus Provided 310 CMR 15.2204 t Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for ✓ components) 310 CMR 15.220(4)] Easements shown 310 CMR 15.220(4)(b)] System located totally on lot served[310 CMR 15.405(1)(a) for upgrades]-if not, a variance is required 310 CMR 15.412(4)] Location of impervious surfaces(driveways,parking areas etc.) 310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. 310 CMR 15.220(4)(e)] System Calculations 310 CMR 15220 4 daily flow septic tank capacity(required andprovided) soil absorption system(required andprovided) whether system designed for garbage grinder North arrow 310 CMR 15220 4 V Existing and proposed contours 310 CMR 15.220 4 Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR / 15220 4 h and i Location and date of percolation tests(performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? 310 CMR 15.242 Certification statement by Soil Evaluator 310 CMR 15.220(4)0)] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address 2-2(Q H o I(v?o i n Sheet 1 of 7 I N/A OK NO Location of every water supply,public and private, [310 CMR 15.220(4)(k)] within 400 feet of the proposed system location in the case / of surface water supplies and gravel packed public water supply ✓ within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case ✓ of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. 310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR / 15.220 4 m if water line cross see 310 CMR 15.211 1 1 Profile of system showing invert elevations of all system / components and the bottom of the SAS 310 CMR15.220(4)(o)] Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate(two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as approved for an upgrade under LUA at 310 CMR 15.405 1 k Test hole adequate to demonstrate four feet of suitable material? 310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? / 310 CMR 15.103(3)] Benchmark within 50-75'of system [310 CMR 15.220(4)(g)] Materials specifications noted? [various sections of 310 CMR 15.000 ✓ System components not> 36" deep (unless Local Upgrade / Approval or LUA requested) 310 CMR 15.405 1 b �./ Address 22Ce H o j�y ?01 A f Qo( Sheet 2 of 7 N/A OK NO SEPTIC„TA�� �r Size OK? 310 CMR. 15.223 1 Inlet tee located ten inches below flow line 310 CMR 15.227(6)] Outlet tee 14" or 14" +5"per foot for increase ft depth[310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter 310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228 1 Separation between inlet and outlet tees (no less than liquid / depth) 310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA 310 CMR 15.405 1 k Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(0] Three access covers(inlet and outlet must be 20" or greater) - middle access at least 8" b 7/07 310 CMR. 15.228(2)] Access to within 6 " of grade -one port for systems<1 000gpd, two fors stems>1000 gpd 310 CMR 15.228 2 All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation 310 CMR. 15.211 1 Buoyancy calculation Required/Done 310 CMR. 15.221(8)] H-20 Where appropriate? 310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] s Required when other than single-family dwelling or flow>1000 d 310 CMR 15.223 1 b First compartment 200%daily flow; Second compartment 100% ✓ daily flow 310 CMR 15.224(2)and 3 "U" pipe through or over baffle,outlet of each compartment with / gas baffle or approved filter[310 CMR 15.224(4)] Address 22t¢ Hotly Poi id P-d Sheet 3 of 7 N/A OK NO Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18"below water line (when water and / sewer cross, see 310 CMR 15.211(1) 1] Cleanouts required/provided? 310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable 310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches / and beds) [310 CMR 15.251(9)and 310 CMR 15.252(2)(c)] V Siphonproblem/ leachfield below pump chamber) Endca s or vent manifoldspecified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe / types allowed) V Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 V CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(01 Inside minimum dimension 12" 310 CMR 15.232(2)(b)] Minimum sum 6" 310 CMR15.232 3 e Watertight cover if<2000gpd); waterproof manhole if>2000gpd 310 CMR 15.232(3)(d)] Capacity(emergency storage above working=design flow)? [310 CMR 231 2 Proper setbacks 310 CMR 15.211 same as septic tanks Watertight 20-in minium access manhole at least 20" MUST BE / TO GRADE 310 CMR 15.231(5)] Service components accessible (not too deep with piping, / disconnects accessible Alarm floats-alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag / mode. 310 CMR 15.231(6) and 8 Stable Compacted Base 310 CMR 15.221(2)] Buoyancy calculations needed?Provided? /310 CMR 15.221(8)] Address 2-2-Ct k e l l y Pp j^+ 2 el Sheet 4 of 7 N/A OK NO N® s5®RPTT®NS 'S�'ES(SAS) GENERE Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR / 15.240(l)] Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double washed 310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) 310 CMR 15.241 Inspection ports specified and within 3"fmal grade? [310 CMR 15.240 13 Breakout.requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document GUM 5: 53 Chambers and Gal. in trench configuration supplied with inlet every 20 ft. 310 CMR 15.253 6 Each structure with one inspection manhole(if>2000 gpd must be tograde) 310 CMR 15.253(2)] Aggregate 1'minimum-4'maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum 310 CMR 15.253 1 a In bed configuration, inlet every 40 s . ft. 310 CMR 15.253(6)1 T12ENCHES.3l0C"IM 15251 Width 2'minimum 3'maximum 310 CMR 15.251 1 b 100 feet-maximum length 310 CMR 15.251 1 a ✓ Minimum separation 2x effective depth or width whichever ✓ greater 3x if reserve between trenches 310 CMR 251 1 d Situated along contours [310 CMR 15.251(2)] Breakout OK? 310 CMR 15.211 1 4 and Guidance Document BESTS 1�V axu sizeof bed ofie1d5000ngpcl) a ' '` _ ,; :. minimum 2 distribution lines 310 CMR 15.252(2)(a)] Maximum separation between lines 6' 310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] `J Separation between beds 10'minimum. 310 CMR 15.252 2 Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address 2—2(t of(y I D i nhUC Sheet 5 of 7 N/A OK NO Pressure Dosed System ? Provided pump and piping calculations as required 310 CMR 15.220(4)(r)] ✓ Pressure dosing required on all systems>2000gpd or alternative / systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to / scour soil interface Guidance Document v Inspections once per year(systems<2000 gpd) or quarterly / >2000 dgood to note on plan 310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255 3 ? Impervious barrier and/or retaining wall? Guidance Document Impervious barrier installation must be supervised by / designer 310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional / Engineer 310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? 310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 2 e auelles .System[I/ lppnivalM"e ersJ a. Check DEP Approyal letters for credits and design conditionsn~ If used with pressure dosing do not allow pressure discharge to scour soil interface Artel'ilatlVCS tlC S SteYn�U �',fl rOVal.�,�et�e�SJ� � � � �� �� � , Was DEP Approval Letter provided and/or have you / reviewed the letter for conditions? V Is the technology being properly applied and does it meet all / DEP Approval Conditions? Is there a note on the plan regarding the requirement for / perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance Are the variances listed on the plan ? [310 CMR 15.220 (4) ] RLS Stamp necessary on plan if a component is within five / feet of property line 310 CMR 15.412(4)] ✓ New construction or increased flow proposed- [Refer to 310 / CMR 15.414] •/ Address 2 ZG o l(y &nt Re( Sheet 6 of 7 N/A OK NO Natrogen5ensrttve fire s = r k 2 Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and / 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing s stems Is the system proposed on the same lot as served by private well 310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216 1 Pumping to septic tank? 310 CMR 15.229 Shared System 310 CMR 15.290] Address Z2 Ce H o 1 (vim+ Rd _ Sheet 7 of 7 How To Properly Calculate Toilet Facilities Part 2, Restaurants By Joseph P. Gumo We continue our series explaining how to calculate the proper number of toilet rooms and plumbing fixtures for various building uses. Last we spoke about Day Care Centers, and how it is one of the more difficult uses to calculate. For restaurants it is not complicated, however it is very important for all Plumbing Inspectors to understand the correct process, because restaurants are the most popular use. First we must understand what determines when the use of a building or space is considered a restaurant, recently my friend Duke called and we had a lengthy discussion about this very point. To start with only one code and one code only governs the use and installation of all toilet facilities for all building uses, 248 C.M.R. Section 10.10, 18,b will list what we call places of assembly,this means for these uses toilet facilities shall be provided for both customers and employees. "toilet facilities for each sex shall be provided in the amount specified in table#1", "plumbing fixtures for employees shall be included for this type of occupancy". A restaurant is included in this section. So what makes a particular place a restaurant?The key to this answer is in table 41. And under b,I "to be consumed on the premises': Table#1 clearly lists restaurants, the ratio starts at 1 person. Water closets for women 1 per 30, and for men 1 per 60. Example, a restaurant has a seating capacity of 42, and 8 people work there,this gives a total of 50. Using a 50%ratio, this would be 25 women and 25 men. According to table 41,you would need a minimum of two toilet rooms, one women's room, and one men's room each containing at least one toilet and lay. In fact those toilet rooms would cover up to 60 seating and employees. This is not very complicated, however because of past code changes and misconceptions many still do not understand this very simple process. The problem goes back many years when toilet facilities for restaurants were not required until there was a capacity (seats and employees) of twenty (20). Check out your old code book, table one under restaurants started at twenty (20). It was then changed to five (5f, and ultimately in 1994 under potty parity it was finally changed to one (1). This means if there is one seat, or stool, or counter, anything where a person can consume food or beverages on the premises,then toilet facilities must be provided for the customers. These toilet facilities must also be handicapped accessible. They can not be in the back room or down the cellar, customers are not allowed to walk through the kitchen to get to toilet rooms. Access must be direct, according to code toilet rooms must be readily accessible. It is absolutely amazing to me how many people still think toilet requirements for restaurants start at 20, sixteen years after it was changed. Architects, builders,plumbers, inspectors, and the most shocking, is during a meeting I had to correct a high ranking official of the Board. There are probably hundreds if not thousands of existing restaurants that were built or remodeled when the code was at 20. I am constantly explaining this when new L applicants want to open a small restaurant, and they are required to install new toilet rooms. Why doesn't this place or that place have bathrooms?They would ask? I would tell them eventually they will also have to comply, once they remodel. I would also offer them the exceptions in the code for small restaurants;2c,In restaurants,pubs and nightclubs where the total combined number of employees and patrons that can be accommodated at any one time is less than 20 individuals and the total gross space is less than 1200 sq.ft., one unisex handicapped accessible toilet facility for use by both employees and the patrons shall meet the minimum fixture requirement. In order to get away with one unisex toilet room instead of separate men's and women's rooms, they must meet both requirements of this exception. Under 20 seating and employees, and under 1200 sq. ft. Otherwise they must comply, or seek a variance. Also, it is very important to remember retail sales and restaurants are two completely different uses. Stores that are retail sales and do not serve food or drink on the premises must only provide toilet facilities for employees. It's all really very simple. If you serve food or drink, all of your customers must be provided with proper and adequate toilet facilities Another question I am often asked, does outside seating count? Of course it does, why wouldn't it?Lets see,those people sitting outside somehow don't need to use a bathroom? Total seating capacity must be counted. If an existing restaurant decides to add outside seating,toilet facilities must be recalculated. As I said before, only our code governs the use and installation of toilet facilities. For Plumbing Inspectors section 10.10,18 is the most important section to know and understand. Many feel this section is complicated and difficult to decipher. I will admit there are sections that are not clear, and subject to interpretation. However not so difficult for a professional to figure out. If you are having difficulty calculating toilet facilities, or any other section of the code, never rely on one persons opinion. Call other inspectors, chances are they may have dealt with the same issue. Read the code carefully and keep in mind the true intent and . sprit of our code, that is to provide proper and adequate designated men's and women's toilet facilities for the comfort, safety, and overall well being of all people in all places. Then, right, wrong, or indifferent ultimately the only opinion that matters will be yours. For questions comments and past articles please visit www.plumbingcodearticles.com NOTES: ��- 1.) GATE VALVE TO BE ACCESSIBLE » �- CONTROL PANEL FOR ADJUSTMENT AS SHOWN. Locus Map Scale, 1 = 500, WITH ALARM 2.) ALARM TO BE POWERED BY A CIRCUIT SEPERATE FROM THE PUMP. 3.) JUNCTION BOX TO BE PLACED IN BEARSE A D-BOX (WATER-TIGHT). SNOWS POND A NU COVE STAINLESS STEEL PULL CAST IRON FRAME f ` CHAIN OR CABLE do BOLTED COVER BOLTED TO RISER OR TO GRADE TOP TANK W/STAINLESS (SEAL COVER TO T STEEL HARDWARE. PREVENT ODORS) pR.•E -�` `.. \\93` ~"6 K-) Approximate Floor Plan Layout NOT TO SCALE covER4o DIA.PUMss o� ELECTRICAL CONDUIT FlAAT / \ (ElEC11tlC DESIGIED BY 01FERS) Y MT=0 W E � � o Ili-CHECK �" FORCEMAIN GOOSEBERRY wf 5 �'1 v SUBMERSIBLE SEWAGE PUMP VALVE N£QUAOUEr COIF N Zoeller Model 530 1/3HP OR LAKE p DEN/ EQUAL (34 GPM O TDH-10') OUTLET ELEV.-96.30 k OFFICE/ BEDROOM �,; GATE DRILL 1/8" HOLE W E c / / / f / W t EMERGENCY STORAGE VALVE FOR BACK-DRAIN �' J J ) / / / / Q P O N /J BEDROOM CAPACITY= 870 GAL. Z THREE < BATH ALARM ON = 93.80 COMPRESSION FITTINGS SEASON DECK _ FOR EASY DISCONNECT WEQUAOUET S wf'/ Q PORCH FAMILY PUMP ON = 93.08 6" N LAKE v 9 $ p\ I ali, ROOM BEDROOM PUMP OFF = 92.75 4" 93x6 I General Notes " FLOOR-91.75 MASTER RIOOM KITCHEN NING 12 1. BENCHMARK ELEVATION = 98.15 (assumed) BEDROOM 50' BUFF5P / it / / \ \ CENTER OF CATCH BASIN TO B,lw / / y�x3 wf3 BORDERING E E TA LITED BATH ` 1 ,000 GaIIon Pum Chamber WETLAND LINE DEL/NEATED FORMAL J GARAGE NUT TO SCALE 2. ALL CONSTRUCTION METHODS AND MATERIALS TO CONFORM / \ \ BY LEC ENVIRONMENTAL MASTER LIVING HALL TO TITLE V AND THE TOWN OF BARNSTABLE BOARD OF ,�236 ROLL Y POINT ROAD ° / / \ BATH HEALTH REGULATIONS. STOOP MAP 232 PARCEL 47 wf ` 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH N/F ^I �� \ Soil o MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER TO RONALD D. & GLORYA o, / ► �1AP92 \ ``` LOCATE THEM ONCE BURIED. GEL TMAN // �J * \ \ P RCEL 33 �\ _ \ .. TP NO, 1 TP No. 2 19,100E S.f. 92� ` % - GRD. EL. 99.8 GIRD. EL. 99.8 4. NO FIELD MODIFICATION TO THE SYSTEM SHALL BE MADE / \ 1_ GW. EL. 93.8t GW. EL. 93.St WITHOUT PRIOR WRITTEN APPROVAL OF THE DESIGN ENGINEER - - �- - IPer CGS'20239-C) s " " AND BOARD OF HEALTH. 0 99.8 0 99.8 - - , to High {Voter Lined Di' CBOH LOAM LOAM Q _y�- 9¢ ` A D A ~ 5. ALL JOINTS AND COVERS TO BE WATERTIGHT. \ - -9S 'i FOUND 10YR 3/3 0 10YR 3/3 B 16" B o. 96.5 15" a 98.5 6.'THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING Soil Evaluator Certification SANDY LOAM/ - SANDY LOAM THE THE ACTUAL LOCATION OF ANY EXISTING UTILITIES. I \\ \ -5f - LOAMY SAND � LOAMY SAND I q I CERTIFY THAT I HAVE PASSED THE SOIL EVALUATOR 29" 5YR 3 4 1 97.4 27" 5YR 3 4 97.4 7. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED PRIOR Q I \ EXAMINATION APPROVED BY THE DEPARTMENT OF C1 C1 TO BACKFILLING SYSTEM. \ ENVIRONMENTAL PROTECTION AND THAT THE ABOVE SAND SAND � �. �j LOOSE LOOSE / ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE 2.5Y 6/4 2.5Y 6/4 8. OWNER/APPLICANT RELOCATED EXISTING WATERLINE and ADJUST DFCjr '� � REQUIRED TRAINING, EXPERTISE AND EXPERIENCE nw. 20X GRAVEL 20X GRAVEL INTERNAL PLUMBING AS NECESSARY �\ '- DESCRIBE IN 0 C 15.017 IOX COBBLES 10% COBBLES THOMAS L. and MARIANNE D. PHILBRICK 42" 96.3 42" 96.3 (MAINTAIN 10' MIN. FROM SEPTIC COMPONENTS) * � �, ZqS$ -St�tE O� CENTERVILLE, MA 02632 ♦ 226 HOLLY POINT ROAD PROPOSED CLEANOUT j i FX�`SnN�► S*1111 ;° .. NA E DATE OF SOIL EVALUATOR EXAM (1 of 2) J BFp,Q��!/,SF i 1 b C2 C2 9. PROPERTY LINE INFORMATION TAKEN FROM. K?99 �IJJS+ `° /� MOTTLES SAND 93.8 MOTTLES SAND 93.8 L.C.C. 20239-C and CERT J130249 PROVIDE 40 mil. IMPERVIOUS BARRIER / T S s \\\ �Y O 72" - LOOSE O 72" - LOOSE WHEN SEPARATION BETWEEN FULL J '� 6s ��:�� f�J OFI 2.5Y 8/2 2.5Y 8/2 10. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF FOUNDATION AND PROPOSED S.A.S. IS Syr F Or1 l SOIL OR SITE CONDITIONS DIFFER FROM THOSE SHOWN. LESS THAN THE REQUIRED 20' 11. THE DESIGN IS INTENDED TO MEET TITLE V AND OTHER S-141Remove & Replace Note " APPLICABLE REQUIREMENTS. THIS PLAN DOES NOT GUARANTEE 5'gcE / 120 89.8 120" 89.8 THAT THE SYSTEM WILL BE INSTALLED AS DESIGNED NOR y1 50' BUFFER DOES THIS PLAN GUARANTEE THE OPERATION OF THE SYSTEM. / ) _. .S O� 4 o 1 J? TO BVW THIS SYSTEM REQUIRES THE EXCAVATION OF ALL UNSUITABLE SOIL WITHIN DATE PERFORMED: 4,�8/13 I °j M O .O #212 HOLL Y POINT ROAD 5' OF THE SOIL ABSORPTION SYSTEM. SOIL SHALL BE EXCAVATED TO SOIL EVALUATOR: ZACHARY L. BASINSKI, P.E. 12. THIS SYSTEM IS NOT DESIGNED NOR INTENDED FOR USE 50' BUFFER ♦ ` WITH A GARBAGE GRINDER. TO /VW f t � dO MAP 232 PARCEL 34 THE EXISTING SAND LAYER, (APPROXIMATELY 29" DEPTH). WITNESSED BY. , DONALD, DESMARAIS - HEALTH INSPECTOR ; "' /'` �O N F THE EXCAVATION SHALL BE INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILLING. PERC. RATE: < 2 MPI 13. THE SYSTEM OWNER SHALL BE RESPONSIBLE TO PUMP GLORIA N. SIMO LIVING TRUST SOIL CLASS: CLASS THE SEPTIC TANK AT LEAST ONCE EVERY THREE YEARS. SOIL IS TO BE REPLACED WITH SAND CONFORMING TO 310 CMR-SECTION MAX. GROUND WATER �.w.: 93.3t 1�0r. LOCUS DOES FALL WITHIN A ?ONE 11 WELLHEAD PROPOSED 1,500 GALLON •-' PROPOSED D-BOX CONVERT TO MANHOLE � 15.255; CONSTRUCTION IN FILL. ( ) METHOD OF DETERMINATION: MOTTLES PROTECTION AREA. SEPTIC TANK TP ^rye WITH SECURABLE CAST IRON FRAME CONTRACTOR IS RESPONSIBLE TO PROVIDE ENGINEER WITH SAND SAMPLE � ,,. / '. FOR SIEVE ANALYSIS.and COVER TO GRADE. WITHIN " PROPOSED 1,000 GALLON- / PROVIDE 40 mil. IMPERVIOUS BARRIER SHOWN ON FEMA FLOOD INSURANCE RATE MAP COMMUNITY PUMP CHAMB f » wf IA P-R PVC �- 1� c� WHEN SEPARATION TO BREAKOUT GRADE (EL. 99.3) PANEL No. 250001-0005-C dated 08/19/1985. IS LESS THAN 15'. �/ 1 �O .�� MJ qlN D� 16. LOCUS PARTIALLY FALLS WITHIN THE NATURAL HERITAGE R. PROPOSED VENT Variance Requests o(. and ENDANGERED SPECIES PROGRAM (NHESP) AREAS OF Desian Calculations ESTIMATED HABITATS OF RARE WILDLIFE and PRIORITY .` ��• < �� QQ Local Upgrade Approvals HABITATS OF RARE SPECIES. � PROPOSED SOIL ABSORPTION SYSTEM (4 BEDROOMS) SOIL TEXTURAL CLASS: CLASS ��� ♦ tisRs���, ,�t;-,tv (5) - 4'x8' "L" FLOW DIFFUSERS IN STONE (Maximum Feasible Compliance) 17. LOCUS FALLS WITHIN THE SALTWATER ESTUARY PERC. RATE: <2 MINUTESANCH PROTECTION OVERLAY DISTRICT. f2A ISI a� �o� Dom, (12 Wide x 42 Long x 11 4" Dew EFFECTIVE) NO. OF BEDROOMS: 4 O 'h 5 OVERDIG (SEE EXCAVATION NOTE) DESIGN FLOW REQUIRED: 440 GPD POTENTIAL VERNAL POOL , �'�F LOCAL UPGRADE APPROVALS: SEPTIC TANK REQUIRED: 1500 GALLONS AS DELINEATED BY LEC wf3A C APPROX. LOCATION OF EXISTING LEACHING PITS ENVIRONMENTAL Fo CATCH (TO BE PUMPED AND REMOVED ALONG WITH ALL 15.211 - A 7' VARIANCE REQUEST FOR A ;13' SETBACK TO A FULL SEPTIC TANK PROVIDED: 1500 GALLONS W BASIN FOUNDATION (IMPERVIOUS LINER PROVIDED) SPOILED SOIL WITHIN 5 OF PROPOSED S.A.S.) 15.212 - A 1' VARIANCE REQUEST FOR A 4' GROUNDWATER SEPARATION q O A 9`���yT IN SOILS WITH A PERCOLATION RATE OF GREATER THAN 2 LEACHING SYSTEM: ..A O MINUTES PER INCH. 233 ROLL r POINT ROAD �4�wf FA 7 Q (5) - 4'x8' 'I FLOW DIFFUSER CHAMBERS IN STONE MAP 232 PARCEL 25 �/� N/F (12' Wide x 42' Long x 18" High) wrcuAM ✓. & cAROLE ANNE SITE BENCHMARK: LOCAL VARIANCES: EFFECTIVE LEACHING: NELLIS ISOLATED VEGETATED CENTER CATCH BASIN 360-1 - A 30' VARIANCE REQUEST FOR A 70' SETBACK TO THE " WETLAND LINE DELINEATED BY EL. = 98.15 (ASSUMED) I' ISOLATED VEGETATED WETLAND FROM THE SOIL ABSORPTION 12 WIDE x 42 LONG x 11 DEEP LEACHING SYSTEM /.9 1 LEC ENVIRONMENTAL SYSTEM. BOTTOM AREA= i2�� S.F. DONALDF C`'" 360-1 - A 42' VARIANCE REQUEST FOR A 58' SETBACK TO THE tN� / SIDEWALL AREA= 104 S.F. .• � � BRpCKEN,JR ,. ISOLATED VEGETATED WETLAND FROM THE PUMP CHAMBER. IGIVI _360-1 - A 35' VARIANCE REQUEST FOR A 65' SETBACK TO THE TOTAL= 608 S.F. PLAN SCALE I1U1tr M. ISOLATED VEGETATED WETLAND FROM THE-SEPTIC TANK. LOADING RATE = 0.74 GPD/SF ORADY a '9 wQ-; 360-1 - AN 8' VARIANCE REQUEST FOR A 92' SETBACK TO THE 0 4 8 12 16 20 30 40 60 1 yA��G��� ' BORDERING VEGETATED WETLAND FROM THE SOIL ABSORPTION FLOW PROVIDED: 450 GPD > 440 GPD REQUIRED v SYSTEM. t!�` -/ INVERT PRIMARY: 98.76 1 inch - 20 feet S - 2 3 BOTTOM PRIMARY: 97.80 Prepared By. -R Engineering-Surveying 1 7- ,� . Environmental Permitting 10' (MIN. - SLAB FOUNDaT10N) 49 Herrin Pond Road (MIN. FULL FOUNDATION) g VENT WITH Buzzards Bay, MA 02532 10' (MIN.) CHARCOAL FILTER 10' (MIN.) SECURABLE CAST IRON 24" DIA. RISER, 24" DIA. 24" DIA. " z Phone: 508-833-0070 Fax: 508-833-2282 TO.F.- 101.7� SECURABLE RISER WITHIN 24 DIA. SECURABLE .j GAR. F.G. GARAGE=100.8E FRAME AND COVER TO GRADE 4" SGH 40 PVC CLEANOUT WITH TO WITHIN 6 OF SECURABLE PROPOSED 40 MIL ACCESS COVER TO GRADE ►- GRADE (TYP.) ACCESS COVER 6 OF FINISHED SLAB= 100.9E F.G. HOUSE=100.0f (BRICK & MORTAR LEVELING AS NEEDED) IRRIGATION BOX COVER TO GRADE ACCESS COVER IMPERVIOUS BARRIER OVER S.A.S. O S TO GRADE GRADE MIN. 2% SLOPE (H-20 LOAD RATED IN DRIVEWAY) J UBSURFACE SEWAGE DISPOSAL (SEE PLAN VIEW FOR LOCATIONS) TO GRADE TOP= 100.0 F.G.=100.2E F.G.=100.2E BTM= 96.8 F.G.=1oo.4t F.G.= 1oo.4f SYSTEM IN BARNSTABLE, MA 4" SCH. 40 P.V.C. :L36*-. MIN. CONC. " PITCH CONC. MAX. RISER 12 MIN. CONC. c. FIRST 2' SET LEVEL coNc. 12" MIN.5=2.009; MIN 4 SCH. 40 P.V.C. RISERS=0.5'/, BACK TOP = 99.30 Prepared For: RISER f36" MAX. TO CHAMBER RISER 4" SCH. 40 P.V.C. FILTER FABRIC RISER 36" MAX.cAR lw=99vf s=2.00 MIN. 97.2E/ Zi 1 " pVC FORCEMAIN 1111 ° THOMAS & MARIANNE PHILBRICK S=1.00% MIN. o , o°°°°o °p INV. = 98.76 INV.= 97.30 (47 L.F. - GARAGE RUN) 4" SCH. 40 P.V.C. 17 L.F.) o°•° o'°° °o°o°oo° 0 � � 1 13 •.° °:°°°° 226 HOLLY POINT ROAD HSE INV= 99.0E 014 ° ° °°° ° ° °° (21 L.F. - HOUSE RUN) LIQUID LEVEL ( INV.= 99.12 \,,� ,� , INV.= 98.95 INV.= 97.50 \��\�\\��\�\ (GARAGE RUN) - ° 4' �T� 4' _I _ 4' 10" MIN. s=1.00% INV.= 98.76 12, BOT.= 97.80 MAP 232 PARCEL 33 (GARAGE RUN) MIN. PROPOSED MODIFIED D-BOX AS INV.= 96.35 t INV.=96.30 CONTRACTOR TO MANHOLE FOR GARAGE RUN A100 INV.= 96.10 (SEE PLAN VIEW) 4' MIN ZABEL FILTER 90' ELBOW 3/4" TO 1 j" DOUBLE CONFIRM MOTTLES O 93.8 W/SUPPORT LEG INV.= 96.00 (SEE DETAIL) MOTTLES O 93.8 WASHED STONE (SEE MANF. INST.) = WOOD FRAME OR PROPOSED SOIL ABSORPTION SYSTEM• 4' Date: Sheet: EXISTING INVERTS _ BOT=92.1 RIDGED INSULATION 5 - "L" MODEL FLOW DIFFUSER MAY 23, 2013 PRIOR TO NOTES o,°a.° o,° o°° o,u o.° o,° °°° o•° °°° o°° o,. o°° o,° BOT=91.75 PROPOSED DISTRIBUTION BOX SUPPORT FOR PRE-CAST WATERTIGHT CONCRETE LEACHING CHAMBERS (H-20) 1 of 1 CONSTRUCTION. /�\,/\\�\\,/�\,/�/�\,/�\,/\ r / �\\,/\\,\,/�\r\\��\/\� ° ° °°° ° ° ° ° ° °°° ° ° ° ° ° °°° ° ° ° IMPERVIOUS BARRIER " Drawn By. Checked B . (1) ALL SYSTEM COMPNENTS TO BE MARKED WITH "�\. . ' , H-20 LOADING (4 WIDE x 8 LONG x 18 HIGH) GROUND WATER 0 EL. Y MAGNETIC MARKING TAPE. SEPTIC TANK „ EUOYANCY CALCULATIONS: PROPOSED 1500 GALLON PRE-CAST PUMP CHAMBER 12 MIN. INSIDE DIM. TOTAL EFFECTIVE LEACHING AREA: MOTTLES O 93.8 RMM/DLH DFB/AMG 2 ALL SYSTEM COMPONENTS TO BE WITHIN 36" OF PROPOSED 1000 GALLON PRE-CAST BUOYANCY CALCULATIONS: " - O ' SEPTIC TANK-WATERTIGHT (MONOLITHIC) 6 MIN. SUMP 12 WIDE x 42 LONG x 11� INVERT ° FINISHED GRADE. UP FORCE=7,245 LBS H-10 LOADING, H-20 IF SUBJECT TO TRAFFIC PUMP CHAMBER-WATERTIGHT (MONOLITHIC) Job No.: Scale: Drawing Name: (3) PROVIDE THRUST BLOCKS AT ALL BENDS AND ' DN FORCE=27,889 LBS TANK TO BE EMBOSSED WITH H-10 LOADING, UP FORCE=13,697 LBS 820-01 AS NOTED 226 Holly Point Road-SAS.dwg CHANGES IN PIPE DIRECTION. System Profile SAFETY FACTOR= 3.85 6 COMPACTED STONE (H-20 IF SUBJECT TO TRAFFIC) DIN FORCE=28,467 LBS NOT TO SCALE ASTM STANDARD C 1227-93 SEAL BASE ON COMPACTED (SEE DETAIL) SAFETY FACTOR= 2.08 SUBGRADE (TYP.) S. IAutocod DrawingsIBarnstableIHolly Point one]226 Holly Point Lone]226 Holly Point Road-SAS.dwg Modified D-B o X Manhole _ 1.) GATE VALVE TO BE ACCESSIBLE 'Map - , CONTROL PANEL FOR ADJUSTMENT AS SHOWN. Locus M a P scale.- 1 - 500 N WITH ALARM 2.) ALARM TO BE POWERED BY A CIRCUIT SEPERATE FROM THE PUMP. INLET FLOW 3.) JUNCTION BOX TO BE PLACED IN FROM GARAGE \ D-BOX (WATER-TIGHT). SNOWS BEARSE A NU 'COW . POND 4" PVC PIPE (TYP.) lL STAINLESS STEEL PULL CAST IRON FRAME 7 CHAIN OR CABLE & BOLTED COVER BOLTED TO RISER OR �O TO GRADE TOP TANK W/STAINLESS (SEAL COVER TO EA T iA/ C / ,Ii, STEEL HARDWARE. PREVENT ODORS) OK- !'Y G 30� __ ` �` � w Approximate Floor Plan; Layout - i MIN. 24" DIA. ACCESS NOT TO SCALE COVER OVER PUMP h-�--- `vg `� o, ELECTRICAL CONDUIT PLUG REMAINING I a � � .� .`_ I �, aEctRlc orslc�n BY onl�s �r�i►s� INLET/OUTLET _ a „ ( ) ( k, HOLES (TYP.) Y' _ GOOSEBERRY wf 5 A' h Elea CHECK VALVE 1 r FORCEMAIN COIF£ y a } I / --- SUBMERSIBLE SEWAGE PUMP �. WEOUAQUET N J''r h cv z / ! / v Zoeller Model 530 1/3HP OR - LAKE Q /� Q c OUTLET ELEV. 38.40 L.J �/'"1 / \ aJ � � I DEN/ EQUAL (34 GPM O TDH 10) r 1 li, BEDROOM GATE DRILL 1/B" HOLE / / / OFFICE/ VALVE FOR BACK-DRAIN W E <, -� �,�," ,,,. Y;7 a: r�,+ a,�._... •�, � ,. -„�..-.� � ..- Vp / / / / cL w EMERGENCY STORAGE ro 30„ m Q BEDROOM i j l / / / !-• O Y ® CAPACITY=._670-GAL / / { i Alf U" WA TER ELEV, = 33, 1f THREE ac BATH ALARM ON 35.70 COMPRESSION FITTINGS n SEASON DECK FOR EASY DISCONNECT WEQUA4UET S wf 4 PORCH PUMP 6 LAKE OUTLET FLOW / ,: : S I , I Q ON 35.15 FAMILY ROOM BEDROOM PUMP OFF = 34.80 4" TO SEPTIC TANK .` 0 O O� � ?, 35x7 I General Notes 1 1 „ m�M / ✓ N t I I I i DINING 12 FLOOR�33.80 v ✓ / r s MASTER ROOM KITCHEN BEDROOM 1. BENCHMARK ELEVATION 40.22 (NGVD 29) 9) OUTLET D-BOX 50' BUFFE/? /e / }'= , \ ( INFILL CONCRETE / x I CENTER OF CATCH BASIN (H-20 LOADING READ) AROUND PIPE TO B)1W I / / 4r .35x4 \ wf 9 \ BORDERING E ETINE0 BATH 1 ,000 Gallon P u m Ch amber I / WETLAND LINE DELINEATED ,1 ,,l FORMAL GARAGE NOT TO SCALE 2: ALL CONSTRUCTION'METHODS AND MATERIALS TO CONFORM SCHD 40 90' LONG CUT AWAY TOP / / / $;a \ - BY LEC ENVIRONMENTAL MASTER LIVING HALL � TO TITLE V AND THE: TOWN OF BARNSTABLE BOARD OF RADIUS ELBOW OF PIPE f j j `, �:� \ BATH HEALTH REGULATIONS. ,f2J5 HOLL Y POINT ROAD fhb MAP 232 PARCEL 47 f / wf 24` STOOP 10, \ 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH Soil Logs MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER TO RONALD D GLORYA �/ / �` AMP .2.32 _ LOCATE THEM ONCE BURIED. GEL rMAN / / PA,pCEL 33 1` TP NO. 1 TP NO. 2 Section A-A „ 4. NO FIELD MODIFICATION TO THE SYSTEM SHALL BE MADE 19, OOf s.f. `` T�,,, r GIRD. EL. 41.9 GIRD. EL. 41.9 M D 18 0 CAST IRON \ � WITHOUT PRIOR WRITTEN APPROVAL/ __ ___. _ er L C 20239-C -� - __ GW. EL. 35.9t GW.' EL. 35.9t L OF THE DESIGN ENGINEER -FRAME and `COVER \ (P ) . . _ -- - - AND BOARD OF HEALTH. - "� 0" 41.9 0" HE L H. � 16,�U .f ,S,f. ... �. ' 41.9 o High WGter Lme 5. ALL JOINTS 9 J �__ � CBOH LOAM � LOAM � AND COVERS TO BE WATERTIGHT. DRIVEWAY F.G. 42.8t PAVEMENT o -- -------_ _ � � :_ ,,- -. -_�;� "•. sQ � 10YR 3 3 10YR 3 3 0 �a. � FOUND / „ / --- - -- I ____ -,,,. 16 40.6 15 40.6 - ------- __ �--- •-------- --- ----- 6. THE CONTRACTOR A t , a a C OR SHALL BE RESPONSIBLE FOR VERIFYING - \ e _ B - - - 4 - �� �.. Soil Icatlon - --- ------------------------- ..�. \ �, - Evaluator Certif SANDY LOAM SANDY LOAM THE ACTUAL LOCATION --- - --- --- �� 2 4 / OF ANY EXISTING UTILITIES. -- OAMY SA / L ND LOAMY SAND 3 5YR 4 5YR 3 4 1.4E 1 \ '�',;. "� � „ Q 1 CERTIFY THAT I HAVE PASSED THE SOIL EVALUATOR 29 39.5 27 39.5 7. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED PRIOR Q Y-1 --- � EXAMINATION APPROVED BY THE DEPARTMENT OF' C1 C1 TO BACKFILLING SYSTEM. cr ° ENVIRONMENTAL PROTECTION AND THAT THE ABOVE SAND SAND v LOOSE LOOSE ---------------- ANALYSIS WAS T WITH E p PERFORMED BY ME CONSISTENT TH THE a: 2.5Y 6/4 2.5Y 6/4 8. OWNER APPLICANT RELOCATED EXISTING WATERLINE and ADJUST EC 1 w / BRICK and MORTAR " h -- REQUIRED TRAINING, EXPERTISE AND EXPERIENCE a 20% GRAVEL 20% GRAVEL 18 . M INTERNAL PLUMBING AS NECESSARY �" �� DESCRIBED IN 310 CMR 15.017 „ 10% COBBLES " 10% COBBLES THOMAS L. and MARIANNE D. REQUIRED TO BRING •'.: ,. ,.,a� �� ���- `' '� 42 38. PH LBRICK (MAINTAIN 10 MIN. FROM SEPTIC COMPONENTS) \ 4 42 38.4 FRAME AND COVER `` : _�-------------=--- �' .. .� r� 226 HOLLY POINT ROAD TO GRADE CENIT=RVILLE, MA 02632 CUT AWAY TOPPROPOSED CLEANOUT / NG SIGNATURE DATE OF SOIL EVALUATOR EXAM OF VC PPE 29" $ y©f! 9. PROPERTY P I {1 of 2) FD S \ h dY C2 C2 ,,�,© �• � � 0 ERTY LINE INFORMATION TAKEN FROM: 10 INSIDE D-BOX / (��' p x. MOTTLES MOTTLES r �� 9,9 �S'` � „ = SAND 35.9 SAND 35.9 L.C.C. 20239-C and CERT 130249 PROVIDE 40 mil. IMPERVIOUS BARRIER / +. S-s ' 0 72 = 0 72" ' IN FLOW T,p 7` ` LOOSE - LOOSE OUTLET FLOW WHEN SEPARATION BETWEEN`FULL J '` ,� �` \ \\\� \ �,00 r y `' OU / b .J ,,,. \ 2.5Y 8/2 2.5Y 8/2 10. CONTRACTOR TANK « FROM GARAGE S r3 R SHALL NOTIFY ENGINEER IMMEDIATELY IF TO SEPTICFOUNDATION AND PROPOSED S.A.S. IS F ` SOIL OR SITE CONDITIONS DIFFER FROM THOSE SHOWN. SFr? \'� M LESS THAN THE REQUIRED 20 36, .-39.60 F =3-"-' • .,, •�.� "� ._ r WV ,S �- 11. THE DESIGN IS INTENDED TO MEET TITLE V AND OTHER Remove & Replace Note E INV.=39.40 , . ,, ,., .. • a✓ =-�' 120 31 9 APPLICABLE REQUIREMENTS. THIS PLAN DOES NOT GUARANTEE 0 " \ P • 120 31.9 •. °. .. .fNF1ErL;G;NCI2�TE; �' .' ° �� •- � N THAT THE SYSTEM WILL BE INSTALLED AS DESIGNED NOR , I xl F AROUN .fi PIPE, •:.. . . „ sT l a \ 50 BUFFER .. . .,•.; ,• y < Op , DOES THIS PLAN GUARANTEE THE OPERATION OF THE SYSTEM. •a..: . , TO BVW , DATE PERFORMED. 4/8/13 THIS SYSTEM REQUIRES THE EXCAVATION OF ALL UNSUITABLE SOIL WITHIN' O O LOWER ,. 12. THIS SYSTEM L .. , STEM IS NOT DESIGNED N a ., ,, ., . ,.. , . � 'I :.. ,,,..,,_ - 212 ROLL Y POINT ROAD OR INTENDED FOR USE s, . O O # 5 OF THE SOIL ABSORPTION IL SH L BE EXC A D T SOIL EVALUATOR, ZACHARY'L BASINSKI P.E. : • _ .•. -, - 50 BUFFER a ;y;., _ A TI N SYSTEM. SO A L AV TE 0 a O " A A PREFABRICATED v- `1 . .• �. :, �� � O MAP 232 P WITH GARBAGE GRINDER. ., PA 34 THE EXISTING SAND LA APPROXIMATELY 29 DEPTH - " BOT. = 34.2E TO lVW ,, ,., ,�;h _, !� YER, ( ) WITNESSED BY. DONALD'DESMARAIS HEALTH INSPECTOR OUTLET 1 e N/F J �, ,,,,c,, ,,,, ., �-,,.,..n, , ;,;.:; �o THE THE SHALL BE INSPECTED BY THE DESIGN ENGINEER PRIOR . l r '� PERC. RATE, < 2 MPI 13. THE SYSTEM OWNER SHALL BE RESPONSIBLE TO PUMP 30 ' GLOR/A N, SIMON LIVING TRUST TO BACKFILLING. r � , � '.:;. -=, •Z THE SEPTIC TANK AT LEAST ONCE EVERY THREE YEARS.. I '•-. :r< ,\O ,.,:.. •� / SOIL CLASS. CLASS ) , SOIL IS TO BE REPLACED WITH CONFORMING TO 31 C SECTION,, - E TH SAND ONF NG 0 MR E TION„ MAX. GROUND WATER ELEV. 35.9t 14. LOCUS DOES FALL WITHIN A ZONE II WELLHEAD 15.255 CONSTRUCTION IN FILL ,., PROPOSED D BOX CONVERT TO MANHOLE ,,CONRTR GTI PROPOSED 1,500 GALLON �� • ( ) METHOD OF DETERMINATION: MOTTLES PROTECTION AREA. . •� >; ,;., ,. .. •,' WITH SECURABLE CAST IRON FRAME CONTRACTOR IS RESPONSIBLE TO PROVIDE ENGINEER WITH .SAND SAMPLE SEPTIC TANK �' TP � .�' ....: f FOR SIEVE ANALYSIS. " „ and COVER TO GRADE. (SEE DETAIL) 15. LOCUS FALLS WITHIN FLOOD ZONES _P � N ' :..: IVES I3 and C AS RC. OSED 1,000 GALLON ;,. SHOWN ON FEMA FLOOD INSURANCE RATE MAP COMMUNITY. �. �_ N - �_ . „.; .�,, PROVIDE 40 mil. IMPERVIOUS BARRIER PUMP CHAMB e 111 .,I;.,. wr lA T P I r VC = ca WHEN SEPARATION TO BREAKOUT GRADE EL 3 .3 PANEL No. 250001-0005-C dated 08 19 1985. ORq9EMA� IS LESS' THAN 15. REVISIONS 'P� - r N; E ,,i,, .�,_ - 16. LOCUS PARTIALLY FALLS WITHIN ,THE NATURAL HERITAGE �/h �••; , 2 4 �` ��` PROPOSED VENT � and. ENDANGERED SPECIES PROGRAM (NHESP) AREAS OF Variance Requests & Design Calculations ESTIMATED HABITATS OF RARE WILDLIFE and PRIORITY '�_ HABITATS OF RARE SPECIES. Q Local U grade Approvals PROPOSED p�. SOIL TEXTURAL CLASS:, 0 E SOIL ABSORPTION SYSTEM (4 BEDROOMS) CLASS 's \ " " Maximum Feasible Com Ilctnce ( P � 17. LOCUS FALLS WITHIN .THE SALTWATER ESTUARY is o 8- (5) - 4 x8 L FLOW DIFFUSERS IN STONE PERC. RATE, <2 MINUTES INCH PROTECTION OVERLAY DISTRICT. �' `90 � 12' Wide x 42' Lan x 11 " Dee EFFECTIVE 2 7/31�?3 ADJUST DATUM TO NGVD 29 MJB r2A y o�;���b ( g P ) NO. OF BEDROOMS: 4 5 OVERDIG (SEE EXCAVATION NOTE / ADD D.BOX DETAIL & MISC. MJB I ) DESIGN FLOW REQUIRED. . 440 GPD. ? 7��/' ?3 POTENT/AL .VERNAL POOL C f�tiF ' LOCAL UPGRADE APPROVALS: SEPTIC TANK REQUIRED: 1500 GALLONS AS DELINEA TED BY LEC wt 3A � - APPROX, L OCA TION OF FXISTI/VG I FACH,ING �/T.5 N0. DATE DESCRIPTION BY _ , ENl/IRUNME/vTAL �-� N .CATCH , 15.211 A 7 VARIANCE REQUEST FOR A 13 .SETBACK TO A FULL SEPTIC TANK PROVIDED: 1500 GALLONS ``�� BASIN ? (TO BE. PUMPED AND REMOVED ALONG WITH ALL SPOILED` SOIL WITHIN 5' F P FOUNDATION (IMPERVIOUS LINER PROVIDED) \ 0 PROPOSED S.A.S.) • A 15.212 - A 1' VARIANCEST OR A 4''GROUNDW R SEPARATION LEACHING SYSTEM. � 14 9 REQUEST F ATE IN SOILS WITH A PERCOLATION RATE OF GREATER THAN .2 MINUTES PER INCH. (3) 4 x8 L FLOW DIFFUSER CHAMBERS & #233 ROLL Y POINT ROAD wr 4A � _ . „ ZN OFMq �4 (2) 4 x8 D FLOW DIFFUSER `CHAMBERS IN STONE ss MAP 232. ... PARCEL 25 _ �/ (12' Wide x 42' Long x 18" High) o� 90 NIF DONALD y W/LL/AM J. & CAROLE ANNE SITE BENCHMARK: LOCAL VARIANCES. o F. EFFECTIVE LEACHING. BRACK NELLIS 1SOLA TED VEGETA TED _ � � E JR. CENTER CATCH BASIN 360 1 - A 30 VARIANCE REQUEST FOR A 70 SETBACK TO THE . -+ DEEP LEACHING SYSTEM WETLAND LINE DEL/NEATED BY EL. = 40.22 (NGVD 29) ISOLATED VEGETATED WETLAND'FROM THE SOIL ABSORPTION 12 WIDE x 42 LONG x � LEC ENVIRONMENTAL o FGi ti� xv SYSTEM. BOTTO A = 0 M REA � 4 S.F._ _360 1 TH F A 42 VARIAN UEST FORA 58 SETBACCK TO E CE REQ - Al_OiM _ 10 4 a = SIDEWALL .AREA c S.F. J~ ISOLATED VEGETATED WETLAND FROM THE PUMP CHAMBER. f. _ _ TOTAL- 608 S.F. 360 1 A 35 VARIANCE REQUEST. FOR 65 SETBACK TO THE ' c. = M. ISOLATED VEGETATED WETLAND FROM THE SEPTIC TANK. PLAN SCALE: ,� LOADING RA - 0. 4 PD -4 - - RATE 7 G /SF Y � k 360 1 AN 8 VARIANCE REQUESTFOR `A 92 SETBACK TO THE FLOW PROVIDED: 450 GPD > 440 GPD REQUIRED 0 4 8 12 16 20 30 40 60 fjp,g7732 BORDERING VEGETATED WETLAND FROM THE SOIL ABSORPTION SYSTEM. I SraNAL�N INVERT PRIMARY: 40.85 1 inch = 20 feet ue� l• BOTTOM PRIMARY: 40.00 Prepared By: �J �,�t''�''�►`Engineering-Surveying r�t l\ 9 9 Y 9 Environmental Permitting 10' MIN. - SLAB FOUNDATION 20 (MIN, FULL'FOUNDATION) 49 Herring Pond Road _. VENT WITH-\ 10 (MIN.)- Buzzards Bay, IAA 02532 CHARCOAL FILTER Phone: - - - - 10 (MIN.) w 508 833 0070 Fax. 508 833 2282 24 DIA. RISER, � I 24 DIA. z SECURABLE CAST IRON " 24 DIA. „ T.OF- 438� � SECURABLE - „ TO WITHIN 6 OF SECURABLE RISER 'WITHIN 24 DIA. F.G. GARAGE 42.9E FRAME AND COVER TO GRADE 4 SCH 40 PVC CLEANOUT WITH SECURABLE PROPOSED 40 MIL GAR, GRADE, (TYP.) ACCESS COVER 6" OF FINISHED ACCESS COVER TO GRADE �- - � _ f BRICK &MORTAR LEVELING AS NEEDED) IRRIGATION BOX COVER TO GRADE ACCESS COVER IMPERVIOUS BARRIER o SLAB 43 0_ F.G. HOUSE 42.1 TO GRADE = GRADE MIN. 2% SLOPE (H-20 LOAD RATED IN DRIVEWAY) � (SEE PLAN VIEW FOR LOCATIONS) TO GRADE TOP 42.1 F.G.= t .G.= TM= OVER S.A.S. SUBSURFACE SEWAGE DISPOSAL 42 3 F 42.3E BTM= 3s.s 4" " F.G.=42.5t F.G.= 42.5t SYSTEM IN BARNSTABLE, MA SCH. 2 MIN. CONC: i2" MIN, CONC. PITCH " 40 P.V.C.P RISER 0 ' ONc. FIRST 2 SET LEVEL cONc. 12 MIN. CONC. 36" MAX. „ RISER S= .5/, BACK RISER RISER „ TOP = Prepared For. 3s MAX. 41.40 P TO CHAMBER IN 4 SCH.' 40 P.V.C. FILTER FABRIC 36 MAX. 5-2.009; MIN. 4 SCH. 40 P.V.C. RISER '39. f EORCEMA GAR INV=41..9f S=2.00% MIN. " 39.3E Vl PVC THOMAS & MARIANNE PHILBRICK HSE, INV.= 41.1E 01. o.° o o.o oy 47 LF. - G 4 SCH. 4 S=1:00% MIN. o,, Q C3 C3 C3 C3 C - _ INV. 39.40 ( ARAGE RUN) 21 L.F. - 0 P.V.C. - F. o a o o . o o °Pa,° °a INV. - 40.85 INV.= 39.60 ( HOUSE RUN) LIQUID LEVEL 17 L• ��\��\����\�\�� GARAGE RUN = ( °, . o.°. INV.= 41.05 °P'oo o°° ® °on °oo'°° ____. ,��,,� .,�\. #226 HOLLY POINT ROAD ( ) INV.= 41.20 (GARAGE RUN) 10 MIN. S=1.00% MIN, MODIFIED D-BOX AS INV.= 38.40 1 � _ N INV.=38.40 INV.= 40.85 4 -T- 4 4'--AV- PROPOSED BOT. 40.00 MAP 232 PARCEL 33 MANHOLE FOR GARAGE`RUN A100 INV. 38.15 12. 4 MIN. ZABEL FILTER 90 .ELBOW 3/4" TO 1j" DOUBLE CONTRACTOR TO (SEE DETAIL) W/SUPPORT LEG o (SEE DETAIL) CONFIRM MOTTLES ® 35.9 (SEE MANE. INST.) INV.= 38.10 MOTTLES ® 35.9 WASHED STONE Date: Sheet: = 4.2 = WOOD FRAME OR- 4' EXISTING INVERTS BOT 3 RIDGED INSULATION PROPOSED SOIL ABSORPTION SYSTEM MAY 23, 2013 PRIOR TO NOTES 0.6°u° 0.° °>° °.° oe° °,u Vie° 0,o °e° O.° °n° o,n °co °.° BOT=33.82 PROPOSED DISTRIBUTION BOX SUPPORT FOR 3 - "L" MODEL FLOW DIFFUSER & PRE-CAST WATERTIGHT ,. � Of CONSTRUCTION." / / / / / /\/\ \/\ \/\/\/\/\�\/\/\/ 0 ° °'° ° ° °'° 0.0 °'° ° ° °°° ° ° °°° ° °•° IMPERVIOUS BARRIER 2 - D MODE FLOW _A SYSTEM COMPNENTS TO BE MARKED WITH �\"�\�\�\'�\'�\"� "� ��'� �� r� �� "�' �� L DIFFUSER � Drawn B . Checked B (1) ALLTIC TANK '\��\�\��\./�\f�\��\��\��\�� ��\,/\��\�\./�` H-20 LOADING GROUND WATER EL Y Y r CONCRETE LEACHING CHAMBERS (H-20) MAGNETIC MARKING TAPE. SEP PROPOSED 1500 GALLON PRE-CAST PUMP CHAMBER 12' MIN. INSIDE°DIM. MOTTLES ® 35.9 RMM DLH DFB AMG L SYSTEM COMPONENTS TO BE WITHIN 36" OF @�QYANCY CALCULATIONS. PROPOSED '1000 GALLON PRE-CAST BUOYANCY CALCULATIONS: (4 WIDE x 8 LONG x 18 HIGH) _ / / (2) AL E SEPTIC TANK-WATERTIGHT (MONOLITHIC). 6' MIN. SUMP FINISHED GRADE. _ PUMP CHAMBER-WATERTIGHT (MONOLITHIC) TOTAL EFFECTIVE LEACHING AREA: Job No.: Scale: Drawing Name: UP FORCE=7,245 LBS H-10 LOADING, H-20 IF SUBJECT TO TRAFFIC 9 (3) PROVIDE THRUST BLOCKS AT ALL BENDS AND DN FORCE=27,889 LBS H--10 LOADING, UP rFORCE=13,597 LBS Sv$tem Profile TANK To BE EMBOSSED WITH 6" COMPACTED STONE DN FORCE=28,467 LBS 12' WIDE x 42' LONGx 11 INVERT 820-01 AS NOTED 226 Holly Point Road-SAS.dwq CHANGES IN PIPE DIRECTION. SAFETY FACTOR= 3.85 (H-20 IF SUBJECT TO TRAFFIC) NOT TO SCALE ASTM STANDARD C 1227-93 SEAL BASE ON COMPACTED (SEE DETAIL) SAFETY FACTOR= 2.08 SUBGRADE (TYP.) S I Autocod Orow igs I Bomstable f Holly Point Lane 1226 Holly Point Lone I226 Holly Point Rood-SAS dwg