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HomeMy WebLinkAbout0489 SOUTH MAIN STREET - Health 489 South Main Street Centerville A=206 - 063 No. 42101/3 ORA . o o ESSELTE 10% 0 0 0 ram' -7e - OS-q 7pcol Uo t� a ���� �� , � � �� L��- ,,/ !yQ TOWN OF B/ARN/STABLE LOCATION I / ��� / —9 fh �Te�e 7 SEWAGE# -3 ,9 VILLAGE (An 4ryur'A ASSESSOR'S MAP&PARCEL. .—06, 3 INSTALLER'S NAME&PHONE NO. Ei e,r Lin� Cp S�,t t�, 5 ���G'L yfao SEPTIC TANK CAPACITY /S06 y4/,� ��•� /�-�O -�X LEACHING FACILITY: e XZ?,�l/c�. a (type) ,� N'd O P&I-tjk(size) S'3 /�eo -y D a NO.OFBEDROOMS �G�s✓� �EfJ�P�I,ti�PJ OWNER evar4 h J4V PERMIT DATE: /® Liq 4,i COMPLIANCE DATE: 7 Separation Distance Between the: c C Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility J o S Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within (� 300 feet of leaching facility) Feet FURNISHED BY S Sly., G s y� ✓r V Fee No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, �SSACHUSETTS Yes 150 01ppYication for -Misposar *pstrm Conk ion 3p ermit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) omplete System ❑Individual Components ll Location Address or Lot No. �8� sc �Aa� S ree-,il- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel r 1 uQ �, tw Installer's Name,Address,and el.No. Designer's Name,Add Ass,and Tel.No. W4 9 of Type of Building: Dwelling No.of Bedrooms F"f Lot Size ,U S3s sq.ft. Garbage Grinder( ) Other Type of Building �St�o�e't7�k 1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) l 40 gpd Design flow provided �� s�� gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank SGt� Type of S.A.S. n J6, Description of Soil 7� .SGc �07 C D^y� S _4o Nature of Repairs or Alterations(Answer when applicable) tt-- rP,5S ,A y f��a�f� ,S,.AC 1, , 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 Health. Date D f<CJ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued f� No. Fee s ; Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION - TOWN OF.,BARNSTABLE,Zwon SSACHUSETTS fication for -Mis oral stem CoiftE �u�' ermit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) plete System ❑Individual Components Location Address or Lot No. / 6;XA 444rh S vce*" Owners Name,Address,and Tel.No. —1 } i Assessor's Map/Parcel a N. A- r4 v� cy Inssttaller's Name,Address,and Tel.No. Designer's Name,Addr1ess,and Tel.No. Type of Building: Dwelling No.of Bedrooms of Lot Size ��U 53s sq.ft. Garbage Grinder( ) Other Type of Building go! P d&%4k No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L 0 gpd Design flow provided �� S�s �� gpd Plan Date 101 Number of sheets Revision Date Title Size of Septic Tank �SGl� @ Type of S.A.S. 3 x Description of Soil .1 Sic 1o?C O^ o S U c 421ol ems' F j Nature of Repairs or Alterations(Answer when applicable) 7"�S�g /fa19 f� S,o�� C 50-10 '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 Health. 4 &igned ¢ G Date J Application Approved by FOU / Date 0141 Application Disapproved by Date for the following reasons 1 Permit No. Date Issued ----------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (fertifirate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired) Upgraded( ) Abandoned( )by at - -vs<, P) So.,d►1 has been cons c i"ac cco wtij� with the provisions of Title 5 and the for Disposal System Construction Permit No.Installer A X;)(C/' Designer r, �! #bedrooms �� Approved design flow 14 y�� 1 gpd The issuance of t is pe it shall not be construed as a guarantee that the system will -0tion designed. Date F'-7 Inspector -------------------------------- -------------------------------------- --------�- r.. No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS 13isposal Opstem Construction permit Permission is hereby granted to Construct( ) Repair L\ Upgrade( ) Abandon( )" System located at S'4.,rL-4 Cr, 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 mus be •ompled Wit>in three years of the date of this permit. '��/Date Approved by 3 Town of Barnstable Regulatory Services Richard V. Sealf,Interim Director NAM. Public Health Division 163 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-802-4644 Fax-, 508-i904i3 4 Installer &Desipmer Certification Form Date: _ t 1 Sewage Permit# ` '4—37 Assessor's MapTarcel o 'C Designer: Installer: n�IxLwS _f Address: i i.�1 .c ',�[� � Address; FOL Ct on f2.,'Uv nyy� r was issued a permit to install a ( te) (instal er) septic system at �e(A � �`A t Cyr- based on a design drawn by (address) Fe - E�,,t-#e V dated f 17 i . ..� (designer) _ _..._...... I certify that the septic system. referenced above was installed substantially according to the design, which may include winor approved changes such a.s lateral .relocation of the distribution box and/or septic tari,,k. Strip out (if required) was inspected and the soils were round Satisfactory. �a l-� Ca n�qc d Iq+� �Rio w „� Beh C�f4 a'�'' I certify that the septic systena refercnccd above was installed with major chzwges (Le. greater than l U' 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 c Hance with the terms of the IIA approval letters(.if applicable) VJ d} PETER T. (InStallt is Signature} M NTEF CIVIIL ". No. 35109 (Designer's Signature) (Affix laEsxg Here) PLEASE RETURN TO $ARNSTABLE PUBLIC HEALTH DIVISION CERTIFICATE OF COMPx,XA.NCE WILL NOT HE .ISSUED UNTIL BOTH THIS FORM AND AS- BTTILT CARD ARE RECEIVED HV TNF BAPNS'TABLE PUBLIC UF'ALTH DIV1.8jQN THANK YOiI, QASeoticDesigncr Ocnificatioe Form Rev 8-14-13.doc r The variance granted December 9, 2014, was recalled. Mr. Bornstein agreed to keep the total of both lots at the originally granted usage of 2,645 even though Title V allows Lot#1 to have additional flow once it is separated. The Board granted the new variance: Lot#1 will be 415 gallons/day and Lot#2 will be 2,230 gallons/day. This keeps the total usage of Lots 1 and 2 at the amount of 2,645 gallons approved years earlier. IV. Septic Variances (Cont.): A. Michael Pimentel, JC Engineering, representing Jamie Surprenant, Five Bay Bistro — 825 Main Street, Osterville, Map/Parcel 117-100, 0.06 acre parcel, multiple septic variances, Board asked for comparisons of other systems, systems which can reduce the nitrogen level. The Board voted to grant the variances with the following condition: 1) the flow will be limited to 1,750 gallons per day. V. Septic Variance Request: A. Peter McEntee, Engineering Works, representing Margaret Richardson, owner— 489 South Main Street, Centerville, Map/Parcel 206-063, 21,052 square foot parcel, failed septic, multiple variances. The Board voted to grant with the following condition: a four bedroom deed restriction will be recorded at the Barnstable County Registry of Deeds and an official copy will be supplied to the Health Division. If the engineer is able to determine that the current tank is H2O, he may use the existing tank. VI. I/A Monitoring Plan (Test Results): A. Winston Steadman, representing Oyster Harbors Club — 170 Grand Island Drive, Osterville, results of I/A Monitoring results. No one was present. The Board requests Winston Steadman's presence at the March 10, 2015 meeting. B. Peter McEntee, Engineering Works, representing John Callahan, owner— 54 Briarwood Avenue, Hyannis, Map/Parcel 289-127, 17,496 square foot parcel, proposed I/A septic system, no variances needed. The Board voted to grant the use of the I/A septic system with the following conditions: 1) a two bedroom deed restriction must be recorded at the Barnstable County Registry of Deeds and an official copy to be submitted to the Health Division, and 2) the monitoring plan will be quarterly for two years (as opposed to the proposed one year) and after the two years, they will have the option to come before the Board for a possible reduction.) VII. Informal Discussion — Sewer Connection Gilbert Wood, owner— 730 and 740 Bearses Way, Hyannis Page 2 of 5 BOH 02/10/15 r FEE: °Z> '* BABNSTABL8. MASS. 1679.A�� I ti"i REC. BY ' , ; Town of Barnstable SEED. DATE: lO ou Board of Health 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: .4 `3 °`��' M Assessor's Map and Parcel Number: 206_O l0 3 Size of Lot: 210 0 SZ SIC- Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: F 4- VAS -rE^"-p— Q 6, Phone 50a— 737"4 7G S Did the owner of the property authorize you to represent him or her? Yes . L/ No PROPERTY OWNER'S NAME CONTACT PERSON f�r5 0;re-�- 'l�-:c�u✓�So� Name: % e1, cA t s i����.� �o� Name: wl-ra -s 4�.c Address: 33 U nLaoCl Si-- A'rok.-­ VVA- 018\6 Address: IZ W- Crbss� N& rJ2,� �ac�s � 1✓k� az�y`I Phone: Phone: _5&a— 73-7—A74, `L" VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) "J 10 C M q- 15,yV e pew f S �R 4 4j v \c�..� S-e_Z ck �cC� ,4�C✓ l�cc'rc VCIC4 ar.0 s AD V ariancrz.r c;.>e_ ehvp 3ba l4r cat 1,1 \aid �tio.c�c y��x . �g5;b ce, 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 s - Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508)477-5313 January 26, 2015 Town of Barnstable Board of Health 200 Main Street Barnstable, MA 02601 Re: 489 Main Street, Centerville (Parcel ID: 206-063) Dear Members of the Board, On behalf of my client, Charles Richardson, the following request for variances related to a septic system upgrade, is being made. A complete septic system is being proposed to replace the failed septic system. Variance Requests are as follows: • 310 CMR 15.405(a)&(b) — CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 5' variance, S.A.S. to property line (front), for a 5' setback. 2. A 3' variance to the maximum cover requirement of 3', for up to 6' of cover. • LOCAL REGULATION, Chapter 360, Article 1 — Setback Requirements 1. A 73' variance, S.A.S. to coastal bank, for a 27' setback. 2. A 36' variance, S.A.S. to vegetated wetland, for a 64' setback. 3. A 64' variance, septic tank to coastal bank, for a 36' setback. 4. A 27' variance, septic tank to vegetated wetland, for a 73' setback. Variance requests are being made to maximum feasible compliance. Sincerely, Peter T. McEntee P.E. ■ Complete items 1,2,and 3.Also complete A. Signa 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. ecei d by(P'_t d Name) �CDe elivery ■ Attach this card to the back of the mailpiece, X� or on the front if space permits. D. Is delivery address different from item 1 ❑ es 1. Article Addressed to: If YES,enter delivery address below: ❑ No I I e iQ Cam' M � 4 3. Service Type �ii tYV Certified Mail® ❑Priority Mail Express" ❑Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑Collect on Delivery j4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number transterfrorgs {ce,tabgQ 21'20 :���4 6478` `6.143 orm 3811,July 2013 Domestic Return Receipt . NA UNITED STATES4APAL E Vt First-Class Mail CA 924 Postage&Fees Paid 3 FEB "15 LISPS C Permit No.G-10 • Sender: Please print your name, address, and ZIP+4®in this box• + Engineering works, Inc. �o 12 West Crossfield Road Forestdale, MA 02644 1111111,ofa111111 ill I11>>1Iw1,11I's Ill fill a fit 11111110111111n11 ✓ ® Complete items 1,2,and 3.Also complete A. Signature` item 4 if Restricted Delivery is desired. X O Agent:. s Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Named D to o Delivery m Attach this card to the back of the mailpiece, C [, r� , or on the front if space permits. �"' vassr�� D. Is delivery address different from item V ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No ,r 3. Service Type Q 3 6 [Certified Mail® ❑Priority Mail Express'" ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery ( 4. Restrigted Delivery?(Extra Fee) ❑Yes 2. Article 7014 21201100046 Number ° I-(transfer from service label) r ,r. �• j 4; .?8. 6099 , k i PS Form 3811,July 2013 Domestic Return Receipt C UNITED STATES POSTAL SERVICE °"�.. �. .y .i 1r9t=Gi'a i� Y 3'::A..... :d 1.�S..A G..%.+r'0.�.i.�v •i-1,.� ai a.:. � �JP ...._...... ..-...�__..,.. .._.,.......,........ .........C�.:� '.... ,.iP.� .. ....-'^ .,.�j� .:gyp........ w+MF:��'^K+�e•� �C[mflcTVlYi.y�"I'l'r.••«wr,L� r& '%Ann _ Sender: Please print your name, address,"and ZIP}49 ir-t' is boxio— Engineering Works, Inc. ` 12 West Crossfield Road Forestdale, MA 02644 I i ■ Complete items 1,2,and 3.Also complete 7Sige J item 4 if Restricted Delivery is desired. ,G!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. Date of Deliv ■ Attach this card to the back of the mailpiece, _ f or on the front if space permits. / D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: t; If YES,enter delivery address below: ❑No i, �5tr�� (?v't _ 3. Service Type i Q Certified Mail® ❑Priority Mail Express'" ` ( M Z� �� ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) El Yes 2. Article Number (rfansfer from service labeq 3 i i i x?Rri 4, 212 Q G 0-41 614 7 j416112 PS Form 3811,July 2013 Domestic Return Receipt tq+'. N+�lraY4H� �Ya+a I UNITED STATES P 'ST L S"E VICE 1r ` �r os ( • Sender: Please print your name, address, and ZIP+4®in this box" j i / I / Engineering works, Inc. v 12 West Crossfield Road Forestdale, MA 02644 I I I I — I I I I I I I I A _J ■ Complete items 1,2,and 3.Also complete A. Sign ure item 4 if Restricted Delivery is desired. X ❑Agent ® Print your name and address on the reverse ❑Addressee ec so that we can return the card to you. B. Re}e y(Printed Name) C. of Delivery ■ Attach this card to the back of the mailpiece, " 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 4 ( S;.a, r\j0,A.5 3. Service Type {Certified Mail® ❑Priority Mail Express' � 1`A ❑Registered ❑Return Receipt for Merchandise �r ❑Insured Mail ❑Collect on Delivery l0 4. Restricted Delivery?(Extra Fee) ❑Yes I 2. Artic ean Numb r1from 11 7014� 2120 0004' 6478 s6167 (transfer from service label) � 3 PS Form 3811,July 2013 Domestic Return Receipt I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid I LISPSPermit No.G-10 I • Sender: Please print your name, address, and ZIP+4®in this box• in gineering Works. Inc. 12 West Crossfield Road I Forestdale, MA 02644 ! I I reifr,ir,rirArr,t,iii�rl�rrilrrni�ri�l�ri.rirrl�r�„IINrIIri�11 j i � e • e • e e ® Complete items 1,2,and 3.Also complete X"Signa ifre ' item 4 if Restricted Delivery is desired. X L �$'1, ❑Agent ® Print your name and address on the reverse t "� ❑Addressee so that we can return the card to you. B. Received (Printed Name) G. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. �' q Za . D. Is delivery addr ss d' t Tom item 1. ❑Yes 1FArticle Addressed to: i If YES,,( delivery add ss below: ❑No C� 3. ServiceT e-_ / MI� 0 Certified Mail® ❑ '"Priority Mail Express �1 ` u ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery v U U 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Gansfer from service label) 7014 2120 [Q 04 !WV 12 9 PS Form 3811,July 2013 Domestic Return Receipt 0 UNITED STATES.: 11. SRVICE First-Class Mail Postage&Fees Paid nnn:a' a? USPS Permit No.G-10 • SendoP?' h 2Wse print your name, address, and ZIP+4®in this box* ( Engineering Works, Inc. 12 West Crossfield Road i Forestdale, MA 02644 � I I 3 ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. Cl Agent a Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B, eceived by( nnted Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes P If YES,enter delivery address below: ❑ No ZS� 0 ' 1 ,5 �r O �—P 3. Service Type (�C, 1�-�� 7 � ®Certified Mail® El Priority Mail ExpreSSTM p ❑Registered ❑Return Receipt for Merchandise 4' 1 \2U ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number fli-I ,(transfer from service IabeQ (1 7 014 1 212 0 0004 1 6 4 7 8 61'3 6 PS Form 3811,July 2013 Domestic Return Receipt I ; UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4®in this box* I I Engineering Works, Inc. 12 West Crossfield Road I Forestdale, MA 02644 ` I � I � I lii.tl�l.r►iti,���(li� !lwls+�lilirl��li��it�:+i:�uilr�IJ�+Ir�►�i� �; opts�o Barnstable Town of Barnstable AFAmefica CRY IIARNSTrABLE, MASS. r Board of Health qj 039• PrE0 MA't 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 March 5, 2015 Mr. Peter McEntee, P.E. 12 West Crossfield Road Forestdale, MA 02644 RE: 489 South Main Street, Centerville A = 206-063 Dear Mr. McEntee, You are granted variances, on behalf of your client, Margaret Richardson, to construct an onsite sewage disposal system at 489 South Main Street, Centerville. The variances granted are as follows: 310 CMR 15. 405: To install the soil absorption system beneath six feet of soil. cover, in lieu of the three feet maximum soil cover allowed. 310 CMR 15. 405: To Install the soil absorption system five feet away from the front property line, in lieu of the minimum ten feet separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system twenty-seven (27) feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system sixty-four (64) feet away from a vegetated wetland, in lieu of the minimum 100 feet separation distance required Section 360-1 of the Town of Barnstable Code: To install a septic tank thirty six (36) feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a septic tank seventy- three (73) feet away from a vegetated wetland, in lieu of the minimum 100 feet separation distance required. Q:\WPFILES\489SouthMainSepticVarMcEntee-RichardsonFeb2Ol5.doc t'' 4 The variances are granted with the following conditions: (1) No more than four (4) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the revised engineered plans dated January 17, 2015. (4) The designing engineer shall supervise the construction of the. onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated January 17, 2015. These variances are granted because physical constraints at the site severely restrict the location of a soil absorption system due to vegetated wetlands bordering three sides of this lot. The proposed system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental,Code, Title V. Since ely yours Wayne Miller, M.D. Chair n Q:\WPFILES\489SouthMainSepticVarMeEntee-RichardsonFeb2Ol5.doc r BALCONY CATHEDRAL BEDROOM OPEN TO >70±SF ffco LIVING RM HALL BEDROOM >70±SF ATTIC STORAGE SECOND FLOOR DECK ENTRY DINING KITCHEN LIVING ROOM ROOM 1111111111111 jLNDY.1 HALL ENTRY J � BEDROOM Q m DEN >70±SF = ENTRY BEDROOM >70±SF FIRST FLOOR FLOOR PLAN 489 SOUTH MAIN STREET, CENTERVILLE, MA L r Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 January 20, 2015 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 1 :a Re: 489 South Main Street, Centerville, MA, Title 5 Septic System Upgrade Representation Authorization Dear Board members: I hereby authorize Peter McEntee PE to represent my in rests f r the subject project. arles Richardson i I , i :: j 3 3� a 7 1 1 i L TWkNS. O.: CITY/TOWN: AP LIC NT: Cho. I AD RE S: 1�'`� �fih DES IGN FLOW: 0 gpd REVIEWED BY: �e � Mc Ern�e g. �'`�, DATE: N/A OK NO Leg,Lt2j.ndaries^denoted [310 CMR 15.220(4)E) Street, Lot, tax parcel number and lot number noted on plan [310 CMR, 15. 20(4)(u)] Loc s Pr vided [3 10 CMR 15.2204(t)] Plan pro er scale? (1"=40' for plot plans, 1"= 20' or fewer for com one ts) [310 CMR 15.220(4)] Easc men s shown [310 CMR 15.220(4)(b)] Syst m Ic cated totally on lot served [310 CMR 15.405(1)(a) for u ades ,- i not, a variance is required 310 CM11 15,412(4)] Location ' f impervious surfaces (driveways, parking areas etc.) [31 CM 15.220(4)(d)] Loc tion all buildings existing and proposed 310 C R 15.2 0 4 c Loc tion ind dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] ✓ S st m C 11culations. 310 CMR 15.220(4)(f)] daily flow j sept c tank capacity (required and provided) i 1 soil abso tion s stem (required and rovideo) whether s stem designed for garbaffe grinder Norl harrow [310 CMR 15.220(4)(g)] Existing and prq2osed contours [310 CMR 15.2201(4)(g)] ✓ Location and log of deep observation holes (existing grade el, on eachtest [310 CMR 15.220(4)(h)] 'f Names of soil evaluator and BOH representative [310 CMR 15.2 0(4)(h) and (i)] Loc tion nd date of percolation tests (performed art proper elev tion') [310 CMR 15,220(4)(i)] Perc lati n test results match loading rate? 310 CMR 15.242 Cert frcat on statement by Soil Evaluator [310 CMR 15.220(4)0)] Obs rved and Adjusted groundwater (method for adjustment give i or i dicated) [310 CMR 15,103(3) and 310 CMR 15.2 0(4)(n)] i Addr ss Sheet 1 of 7 r N/A OK N 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 f 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 f Location of all surface waters and wetlands located Op to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any atch basins located within 50 ft. [310 CMR 15.220(4)(1)] i Water lines and other subsurface utilities located [31i0 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.2,41(1)[1 Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR 15,.220(4)(o).] f 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 andIreserve unless trenches as permitted in 310 CMR 15.102(2) or as approved for an upgrade under LUA at 310 CMR 15i.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 15.2�0 4 c Materials specifications noted? [various sections of 10 CMR v/ 15.000 System components not> 36" deep (unless Local Upgrade FA,Lrovall or LUA requested) [310 CMR 15.405(1(b)� I I i i j I I I I i Address I Sheet., of 7 i i I r N/A OK NO Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outl t tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.2 7 6 Outl It tee with gas baffle or approved filter [310 CMR 15.227(4)] Not regarding installation on stable compacted bay e [310 CMR 15.228(l)] Separation between inlet and outlet tees (no less than liquid / de t ) [3 0 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (exc pt a described 310 CMR 15.227(5)) or permitted for upgrades ander LUA [310 CMR 15.405(1)(k)] Min murn cover 9" (Tanks buried more than 9" must have risers on a 1 openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15. 32 3 f)] Three access covers (inlet and outlet must be 20" or greater) - mid middle access at least 8" (by 7/07) [310 ("MR 15.228(2)] Access to within 6 " of grade - one port for systems<1000gpd, two or s stems >1000 gpd [310 CMR 15.228(2)] All t-gra e covers secured to unauthorized access? [310 CMR 15.2 8(2) > 10 ft fr m building foundation [310 CMR 15.2111(1)] Buo anc calculation Required/Done [3 10 CMR 1 .221(8)] H-2 Wh re a ropriate? [310 CMR 15.226(3)] ! / Setb cks from resources 310 CMR 15.211] ✓ Jn r qv� « =Mu1C�'martmeii't Tanks Via.� Req fired when other than single-family dwelling of flow>1000 d 310 MR 15.223(1)(b First corn iartment 200% daily flow; Second compartment 100% dail flo 310 CMR 15.224(2) and 3)] 1 "U" ipe hrough or over baffle, outlet of each compartment with as affl or approved filter 310 CMR 15.224(4) i I I i I Addr ss Sheet 3 of 7 I , t N/A OK N Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18" below waterline (when water and v/ 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 I$.221 6 c tf 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 ] Siphonproblem/ (leachfield below pump chamber) j 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 typP ( ( ) P es allowed n ' 1 ,-•.'"; s .r -s 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 CMR 15.323(3)(a)] Riser if deeper than 9" 310 CMR 15.232(3)(f)] 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)] i 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 iA lead-lag mode. 310 CMR 15.231(6) and (8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ? Provided? [310 CMP, 15.221 8 Address Sheet 4 of 7 r 'i N/A OK NO `SOLI. � S®RBI,�TIOI\?�SY>S,TE�lYLS�(,SjA���j�G� �It��L.�.. Calc alations correct? r/ 4 fe t of i iaturally occurring material demonstrated? [310 CMR 15.2 0(1 ] f Req fired Iseparation to groundwater? [310 CMR 15.212)] A eat specified as double washed [310 CMR 15.247(2) Syst m enting required/provided? (system under driveway or >3 6' dee ) [310 CMR 15.241] Insp-,ctioii ports specified and within 3"final grade? [310 CMR 15.2 0(1 )] Bre kout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Gui ancel Document] G'A. LE' DIES;PZTSHAMBERS31<015253 ' � �`x_. �� wm OR s Cha. ben and Gal. in trench configuration supplied with inlet ever 20 it. [310 CMR 15.253(6)] Eac structure with one inspection manhole (if>2.000 gpd must � bet( ggrade) [310 CMR 15.253(2)] A eat 1' minimum- 4' maximum. [3l0 CMR 15.253(1)(b)] 2' si ewa 1 credit maximum [310 CMR 15.253 1 a ] In b d co figuration, inlet every 40 s . ft:. [310 CMR 15.253(6)] =T lCES43l=O CVJ[R >5rt ns =, r << � �� .. . .� Wid h 2' minimum T maximum [310 CMR 15.251( 1)(b)] 100 eet- maximum length [310 CMR 1.5.251(1)(a ] Min murT. separation 2x effective depth or width whichever rea er (3 x if reserve between trenches) [310 CMR 251(1)(d) N/ Situ.ted e long contours [310 CMR 15.25 1 2 Bre out OK? [310 CMR 15.211(1)[4] and Guidance Document] BCE SA Maximum size o bedPor`fe1d500Ogpd)� � min um 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM RI5.252(2)(d) Maximuni separation between lines and outside of bed 4' [310 CMR 15. 52(2)(e)] Agg,-egate depth below discharge pipes 6" minimum, 12" max mum. [310 CMR 15.252(2)(g)] Separatioi between beds 10' minimum. [310 CMR 15.252(2)(f)] Bott m area used in calculations only [310 CMR 15.252(2)(i)] Address Sheet 5 of 7 y N/A OK N DID'TI PLA1�f IN�U�VE � w , 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] Inspections once per year(s stems< 2000 gPd) or quarterly (>2000g d) good to note on plan [310 CMR 15.254(2)(d)] Construction in fall - 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)] Check DEP Approval letters for credits and design conditions L/ If used with pressure dosing do not allow pressure discharge to scour soil interface Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? 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 j k 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 15.4141 Address S eet 6 of 7 N/A OIL NO Is the sy tem in a Designated Nitrogen Sensitive Area (Zone II for a p blic upply well)? [310 CMR 15.214, 310 CMR 15.215 and �es 310 CMR 15,216 also refer to Policy regarding upgrades of such exi tin stems] "J Is the e sy tem proposed on the same lot as served by private well ? ✓ [310 CMR 15.214(2)] Are the r itrogen loads proposed in compliance? [310 CMR 15.216(l)] Pu ing to septic tank ? [ 310 CMR 15.229] ✓ , Shared System [310 CMR 15.290] Add ess Sheet 7 of 7 Town of Barnstable P# Department of Regulatory Services j Public ' • 2v> � � c Health Division Date l � � 1 � `� �Arfa � � 200 Main Street, yanais MA 02601 ,✓� t 1 t Date Scheduled Time Fee 1'd Cs �` r �)� , Soil Suitability Assessment for Se e D, 's erformed By; �cr-e✓ a "l C' n f--�� J� )S�J Z Witnessed By; LOCATION & GENERAL INFORMATION lc anon Address I Owner's Name ��- -4'✓L� Address '770--3 y 2 -Sc�l. I -s Assessor's Map/Parcel; � �--0 (13, !'t'114 d I toe Engineer's Name � ��� NEW CONSTRUCTION REPAIR _ Telephone# _5V8---7 3 7._•(1 -7& Lind Use }ems;CL,�-t \ Slopes(R'o) Z Surface Stones D stances from; Open Water Body_2��Lft Posslble Wet Area �LC 70 ft Drinking Water Well t Drainage Way (Q0 -��40 ft Property Line i 4 ft Other ft S 'TCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fjn proximity to holes) a.C- l Paren material(geologic) �� "� Depth to Bedrock Depth to Oroundwater Standing Water in Hole;, ) �i t Weeping from Plt Estimi led Seasonal High Groundwater l o_ t �� — tT/� IAGG�(Z S q V 6L LQ(V X = Cy LLC DETERMINATION FOR SEASONAL HIGH WATER TABLE MethoJ Used; Depth Observed standing in obs. hole; in, Depth td Sall mottlas; I Depth to weeping from side of obs,hole: n' Index ell# P g In, Groundwater AdJustment.,.,�,�-®a,�ft, Reading Date, index Well le4.ol g AdJ,factor— Adj,Croundwater'lAvol e PERCOLATION TEST b�t�Observei„e_m.v - ; FtJon _ . Ole# - �^ epth of Perc J v' •��� � — 4, Zr�'nlrnc�' Tlmeat6" . .� Start Pre-soak Time p Timu(9"�6") Pend Pre soak vJ %.� _i \,.� Rate MI ,/Inch. �' Z -T Site Suitability Assessment; Site Passed ✓/ Site Fa[led; Additional Testing Needed(Y/N) 9riginal Public Health Division Observation Hole Data To Be Completed on Back----------- **If ercolation test is to be conducted within 100' of wetland, you must first notify the m . a table Conservation Division at least one (1) week prior to beginning. J;1SE lC1PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# t, Other Depth from Soil Horizon Soil Texture Shcl Color Soil (Structure,Stones;Bou dens; Surface.(In,) (USDA) (Munselq 41 g t ste to e Z2 .Z1F H Z Q .S DEEP OBSERVATION Texture HOLE isoI cOG olor soil Hole# o r Depth from Soil Horizon Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bo Iders, s to %Oray 6 cl� lqo -`k C-- DEEP OBSERVATION HOLD; LOG Hole Depth frorri Soil Horizon Soil Texture Soil Color Soil Other Surface On.) (USDA) (Munsell) Mottling (Structure,Stones,Bo�lders, i to a tJ TEE __. DEEP OBSERVATION HOLE LOG, Hole # Horizon Depth frorn Soil Soil Texture SMuns 5011 Other Surface On.) (USDA) ( Ip Mottling (Structure,Stones Bo ildors, s' en Qmy Flood Ir)surance Rate Man;. Above 500 year flood boundary No-- Yes— Widon 500 year boundary No YesX-�T Within 100 year flood boundary No-1 e Yes Depth of Naturally Orcurrina Pervious Material I Does at least four feet of nattiraliy occurring pervious malarial exist in all areas observed tkiroughou the area proposed for the soil absorption system? , '` � .— If not, what is the,depth of naturally occurring pervious matdflal? --------- (,'0rtlf Callen I certify that on 1R�1 5 (date) I have passed the soil evaluator examination approved by t 1 e Department of Environmental Protebdon and that the: above analysis was performed by me consiste t wit the required training, expertise and experience described In 10(.MR 15,017. �` . . ice- ► � � i� —� L't.'. ._ Date Signature Q:\S.PPTICVPRCPORM.DOC ' - '� 6q&t u��,u v>< �aF+g�Ial�Ye P#_ Departinent of Regulatory Services Public Health Div HAMision Date o� r6J9 �,r 200 Main Street Hyannis MA 02601 Date Scheduled_ l� � I Time W Fee Pd.� 0 Soil SuitabilityAssess ment for Sewage As osal Performed By: Sr)�P�1T�Jvl _>J_ -L(t �' Witnessed B —T` Y LOCATION&GENERAL INFORMATION FAs ress /�4,'., s7r+i'*• owner's Name 4; ,-6 Address �a Ai _11wsve/ 1Gk ap/Parcel• *44 /q a l9T O p?061"e,3. Engineer's Name f7 J.OoJ/r AlJss✓c. NEW CONSTRUCTION REPAIR Telephone# �sog) Syo-a s 3 _= Land Use i Si mc�1. �it 1— Slopes(96) p Surface Stones Y Distances front O n Water Bod Y, _ft Possible Wet Areaft Drinking Water Well _ft Dreiirage Way �/ D 1 ft Pro Property line � �D � P h' --!__s____ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands proximity to hates) tom_- l�i • � 1. ,d qg4 ��' �( J , ©' (0 �e 1.4,�,.� Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: 1�o r Weeping from Pit FAce Estimated Seasonal High Groundwater 11 1 L Method Used: DJETERMINATION FOR SEASONAL HIGH WATER TABLE Depth Observed standing in obs.hole: � io. Depth to loll mottles: (n, Index Well# Depth to weeping from side of obs.hole In, Groundwater Adjustment ft. Reading Date: Index Well level Adj.factor AdJ, ,W, � ,✓f PERCOLATIONTEST Date_) Thne_{�;�'� 1� Observation Hole# Time at 9" Depth of Pere G TTme at 6" start Pre-soak Time® l ;DO Time(9"•6") , 1 End Pro-soak •i Rate.Min✓Inch G1, Sa�L�-'Lt�•�1�i�,� Site Suitability Assessment: Site Passed V/ Sitc-ftied: Additional Testing Needed(YIN) Original: Public Health Division Observtition Hole Data To Be Completed on Back- ***If percolation test is to be conducted within 100s of wetlands You must first notify the. Barnstable Conservation Division at least one M—week prior to beginning. Q:ISEPTICIPERCFO.RM.DOC t DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture So91 Color Soil thtx Surface(in..) (USDA), (Munsell) Mottling (Structure,Stones;Boulders. Consistengy.%'Gravel) ' IlIt A s1y1-;> TV DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil er Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,,%Graven (t 5 iV z ate T it t Nr�tD GLr—�J SL+.tJt� o`rantirraL DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Cola Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste %Graven DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. o s'to t Flood Insurance Rate Man: Above 500 year.flood boundary. No z 'Yes Within 500 year boundary No J[ .Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurringTerviofts material exist in all areas observed thrpughout the area proposed for the soil(ibsorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (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 experience described in�10 CMR 15.017. Signature Date D1'lo'�r Town of Barnstable Geographic Information System January 26,2015 ) 0 001 2#07446 20 7 Q 207073018 207164 #436 #1300 #230#51207001003 207065 #419 #516 005 207066 # 207064 207003002 #1311 09999 _ 207002 #472;:: 207001002 51 07067002 # #451 488 187033 #520 206062 #498 207067 . �ii�.�:'�:5i.'::�:`•.'•.?r:�•�.�:�.�i:i�:�i.,.., 06063 ;. ::•#461;`:.`:::': : i:::.`::'::`•:iii:i::;`.::. 206081 -::#489 •: # 4 20 6056 6 #12 69 'S 0 Z 061 2 1 1 #522 Z a064•�i:�208 187043 206 087 #5 30 #18 #642 206068 #626 206071 Y06066 #545 #75 0554 206069 206066 211 1# Feet #631 #46 211 to DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:206 Parcel:063 Board of Health Selected Parcel W§ boundary determination or regulatory Interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located 1"=100'may not meet established map accuracy standards. The parcel lines on this map across the street. Abutters E. are only graphic representations of Assessor's tax parcels. They are not true property boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer 1/26/2015 AbuttwRepart Board of Health Abutter List for Map & Parcel(s): '206063' Direct abutters (no set distance) and the properties located across the street. Total Count: 5 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip RICHARDSON, 770-342 WORCESTER, 206063 MARGARET M SALISBURY ST MA 01609 28211/338 ESTATE OF 2560 WARWICK SHAKER 206064 JACKSON,JANE M ROAD HEIGHTS,OH 8122/190 44120 CLARK, 488 SOUTH MAIN CENTERVILLE, 207003001 CARRINGTON JR& ST MA 02632 18031/341 LINDA S CONDINHO SOUTH MAIN MARSTONS 207004 CRAIG H TR REALTY TRUST PO BOX 534 MILLS,MA 27119/131 02648 207067001 RAPO,ANDREW& 461 SOUTH MAIN CENTERVILLE, 25433/87 ALEXIS FIFE STREET MA 02632 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1/26/2015. http://maps.tovmfoarristable.rs/arcims/appgeoapplAbutterReport.aspWWe=BOH 1/1 � 4 Engineering Works, Inc. ; 12 West Crossfield Road, Forestdale, MA 02644 �� Tel/Fax(508)477-5313 January 26, 2015 Re: 48 South Main Street, Centerville, MA (Assessors Map 289, Parcel 127) C nstruction Title 5 Septic System Dear Sir/Mam: Pleas be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and Local Regulations have been submitted to the Bernstable Health Department for approval. The following variances are being re juested: • 310 CMR 15.405(a)&(b) — CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 5' variance, S.A.S.. to property line (front), for a 5' setback. 2. A 3' variance to the maximum cover requirement of 3', for up to 6' of cover. • LOCAL REGULATION, Chapter 360, Article 1 — Setback Requirements 1. A 73' variance, S.A.S. to coastal bank, for a 27' setback. 2. A 36' variance, S.A.S. to vegetated wetland, for a 64' setback. 3. A 64' variance, septic tank to coastal bank, for a 36' setback. 4. A 27' variance, septic tank to vegetated wetland, for a 73' setback. The application and plans are available for review at the Barnstable Health Department, 201 Main Street, Hyannis, MA, Monday through Friday (excluding holidays) from 8:30 a.rn. to 4:30 p.m. A public. hearing will be held, to discuss the proposed work, on Tuesday, February 10, 2015, at 3:00 p.m. The hearing will be held at the following location: Town Hall Hearing Room Second Floor 367 Main Street Hyannis, MA Si r ly, PE ter �. McEntee P.E. oFTW Town of Barnstable P# Department of Regulatory Services AMSrAB Public H Division 2 t �� Health Division Date I 1 `1 a i67�RAU 200 Main Street, yannis MA 02601 1 Date Scheduled d. C� C� I' t Time Fee Pd. Soil Suitability Assessment for Se e D's ud Performed By: Rf'-e✓ Witnessed By: LOCATION & GENERAL INFORMATION Location Address,L'g� S n„ � Owner's Name �-''ll o"l(Yi i s M."�' CC --kIVL) �4 Address —77O—3 Lf Z 1 Assessor's Map/Parcel: '7,-6 (V—O �j to d I Joe Engineer's Name 0 � C�✓1 NEW CONSTRUCTION REPAIR Telephone# _C e—'7 3 7--( -7& Land Use 1 _ ,char.l�C a\ Slopes Surface Stones--&/.41-- Distances from: Open Water Body :Zb 9Q ft Possible Wet Area �Rp .7O ft Drinking Water Well ft Drainage Way. (20120 ft Property Line . i ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands prokimity to holes) z I z®, ���'T r-► M ) Parent material(geologic) u J Depth to Bedrock N/ *— Depth to Groundwater Standing Water in Hole: O 1 Ll Weeping from Pit FAce,a�A"14 Estimated Seasonal High Groundwater 1 g 't'�o t � — ETA I.aGG>`25 Q Vf=6L L­11vAt'L Cy C� DETERNIINATION FOR SEASONAL HIGH 'WATER TABLE Method Used: Depth Observed standing in obs,hole: In, Depth to soil mottlas:__in, Depth to weeping from side of obs.hole: (n, Groundwater Adjustment Index Well# Reading Date: Index Well level Adj,factor— Adj,Croundwater Ixvel , o Observation PERCOLATION TEST Ia10 e_ Timc w— Hole# `0—5-(,4E' Time at 9" Depth of Perc , Time,at d Start Pre-soak Time @ ZI��64 Time(9"-611) End Pre-soak ` q \ Rate Min/Inch. Z 9�'�� W lam+i � y�.112\1 Site Suitability Assessment: Site Passed '%,/ Site Failed: Additional Testing Needed(Y/N)_ Original: Public Health Divlsion 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:ISEPTIC'\PERCFORM,DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Soil Texture .:Sdil Color Soil Other Surface(in.) (USDA) (Munseil) Mottling (Structure,Stones;Boulders, Consistency, r ZZ-Z� DEEP OBSERVATION HOLE LOG Hole# FD,,pth from Soil Horizon Soil Texture :Soil Color Soil Other rface(in') (USDA) (Munseil) Mottling (Structure,Stones,Boulders. Consistency,% ray b ez_a—Z� R SL— 18�a2-ylZ 2te __1A icy=-' (0 e- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in,) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.17b Gravel) DEEP OBSERVATION HOLE LOG Soil # other Depth from Soil Horizon Soil Texture Shuns or Soil Mottling (Structure,Stones Boulders, Surface(in.) (USDA) ( nsi en cy Om Flood Itlsurance Rate Man: Above Soo year flood boundary No-- Yes ,., Within 500 year boundary No Yes � Within too year flood boundary No Yes Depth of Naturally OccurrinQ 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? " V If not, what is the depth of naturally occurring pervious material? ' �.Certification I certify that on [ k59 (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 experience described in 10 CMR 15.017, �. Date tZ I Co l 1 Signature Q:\SEjyTiCVERCPORM.DOC Department of Regulatory Services &UMszA 's Public Health Division Date o� 200 Main Street,Hyannis MA 02601 Date Scheduled 6 -- T1me Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: -- � Witnessed By,�\ t1� . co LOCATION& GENERAL INFORMATION LocaTn Address Owner's Name vr� /44.h /r7.v✓'gc�lr� Address d a ��r�r w ao� 'a- C-- Asses so%'s Map/Parcel: ` { � a p� O . Engineer's Name _ /l0 3 ;Sty/,., t NEW CONSTRUCTION REPAIR Telephone# 5-7-10 'C Land S Use t � t ®ram�l�i,l _ Slopes(3b) O Surface Stones Distances from Open Water Body� � ft Possible Wet Area t f-+p� ft Drinking Water Well -Q�ft 1 Drainage Way 410 ft Property line e r ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes 8c perc tests,locate wetlands lit proximity to holes) f3 q g 1 �00 0 mr—e rt7— � 1 Parent material(geologic) Ll Depth to Bedrock �r Depth to Groundwater: Standing Water in Hole: lido Y-.A , Weeping from Pit Pace 1 Qiy a;-, Estimated Seasonal High Groundwater L�5 6\ , � �5 DETERMINATION FOR SEASONAL HIGH WATER TABLE � Method Used: Depth Observed standing in offs.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,q, v Adi,factor m- Adj.Oroundwater Level PERCOLATION TEST bate- — "me.ia.�.gZ'� Observation Hole# �_ Time at 9" Depth of Pero �) Time at 6" Start Pre-soak Time @ U ;00 'Time(9"-6") �.1° , End Pre-soak r, ,y/ -4 ji 4&t i "A"Lr zi Rate MinJlnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) . 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 Conseirvation Division at least one(1)week prior to beginning. Q:XSEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil then Surface(in:) (USDA) ,: (Munsell) Mottling (Structure,Stones;Boulders. Consiste ravel) 1� b / i 11I-is1> IV DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil L--e)r Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsi enc %Gravel) 10 l 2 L'-"Y*r 1 z,2:� 7A I_ 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 from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders. Cons' t Flood Insurance Rate Man: 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 pervio s material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring per ous material? Certification I certify that on (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 experience described in�10 CMR 15.017. Signature Date DI—10 0, ,re 1 i LEGEND - N 20 -- EXISTING CONTOUR Rood x 20.12 EXISTING SPOT GRADEr0 15 PROPOSED CONTOUR Z Church -W- EXISTING WATER SERVICE Bacon �' m ". W OVERHEAD WIRES A s A.14 WETLAND FLAG ✓� S' V 206 ' IL WETLAND SYMBOL w TEST PITS BENCHMARK Sp i� LOCUS 2 00 11, Salt marsh s6 9600 J& IL LOCUS MAP Lot 1 NOT TO SCALE AL AL 21,052t S.F. MBLU 206-063 V-107 A 4.42 V-106 4.78 V-105 Alk5.71 7.01 V-104 edge 4.50 V-102 -108 8� oY�lyn\(B. VW) 4.62 �` 4.71 V 4.40 � NSTABLE z , COASTAL-BQNK 06 / ,O/ AL , cn 0 4.66 V 1.90 V-103 i►rE AE XIS-RNG SEPTIC TANK RIM, EL.=T5.83 �g'9NN(/gL INV.(OU T)=11.48E °V-1 9 - o �,5.4 Decko 7:10 8 i,/ 8,75 ExrsnNc _ _� �. / HOUSE�i89�._ X 15. a _. .Y. EXIS nNG. TRENCH -11�- Cn N 4;10 1 TOF=17.24 e��e ,y0in� ^� �O� (SEE-NOTE'1F`SHEET 2) % �/ 2.7 (NAVD88) �6 E g� \ TO BE REMOVED m �.61 _\ o MADEP POLICY 92-1 Q ` \ Figure 3 V-110 4.16 Q a .76 Q 3 F AG P 0 MADEP POLICY 92-1 �� �oQ o`' fenc J!:- ' ._: :`t-_.: : ` ;':: := °::.: 13.6 �OR,F o 9:56 Figure 2 l p /`. ,. _ �/ 014 X _s Drive 9�3= o -.: . EBAR BENCHMARK \ `.= d :15.7 3 . OUTSIDE COR./STOOP Pave_;.;1. .= ~. : =:. :o _1; ._��. : �' 10.18 EL.=13.31 (NAVD88) .; ,.. _ � ;::. .. � _ .>' :-; -::� - =.::=�•��, :.7 3.... 8 TP-1 ti`e N :1 ,36; 16,99 `11:::47 P 17 5.47 V-111 CULVERT ART Jr LZ 2,80 14.7 X 12:9 527 14.4 V-112 CULVERT / UP of 1 roo A• Y A' � e MADEP POLICY 92-1 Figure 2 1 4 o PETER T. NC POST o MCENTEE N 16.3 CIVIL o. 35109 PSI 4 . 7 1 j SS/ 13,78 UP O 13:75 WETLAND DELINEATION VACCARO Environmental Consulting PROPOSED SEPTIC SYSTEM UPGRADE PLAN Sandwich, MA 02563 489 SOUTH MAIN STREET, CENTERVILLE, MA (508) BBB-5855 Prepared for: Charles Richardson, 33 Linwood St., Andover, MA 01810 FLOOD PLAIN DATA OWNER OF RECORD Engineers: Surveyors: SCALE DRAWN JOB. NO. MAP NO. 25001 CO563J RICHARDSON, MARGARET M Engineering Works,Inc. WARNER SURVEYING 1"=20' P.T.M. 260-14 EFFECTIVE DATE: JULY 16, 2014 770-342 SALISBURY ST 12 west Crossfield Road 22 Long Road DATE CHECKED SHEET N0. ZONE AE EL12 NAVD88 DATUM Forestdale, MA 02644 Harwich, MA 02645 ( ) WORCESTER, MA 01609 (508) 477-5313 (508) 432-8309 1/17/15 P.T.M. 1 Of 2 P NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:11.00 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. INSTALL h-20 RISERS, FRAMES & COVERS OVER INSTALL RISER & COVER PROPOSED S.A.S. INLET & OUTLET, SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=17.2t SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=16.1t F.G. EL.=15.8t F.G. EL.=15.5t F.G. EL.=15.0t CHARCOAL VENT L = 25' 3'(max.) L = 8' L = 23' S=1% (MIN.) ® S=1% (MIN.) p S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF HEED T 1E 6 _ DOUBLE WASHED STONE 10"1 M Ss (OR APPROVED FILTER FABRIC) 14" B INV.=11.50 48" LIQUID �-3/4" TO 1-1/2" DOUBLE � ADp . PROPOSED4.8 4 WASHED STONE INVGAS BAFFLE .=10.97 D BOX INV.=10.80INV.=11.25 VE WIDTH = 12.8' 3 OUTLETS INV.=10.50 PROPOSED SEPTIC TANK H-2o 3-500 GALLON LEACHING CHAMBERS H-20 SURROUNDED WITH STONE AS SHOWN CONNECT TO EXISTING SEWER H-20 RATED AT, OR ABOVE, INV.=11.75 TOP CONC. ELEV.=11.6t Al BREAKOUT ELEV.=11.00 NOTES: INV. ELEV.=10.50 13 0M." 91990 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaa aaBaa INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=8.50 4' 3 X 8.5'=25.5' 4' 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 33.5' SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EST. HIGH G.W., EL=2.94 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL DATE: DECEMBER 16, 2014 (REF#14,592) BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS WITNESS: DONNA MIORANDI R.S. HEALTH AGENT OF THLLOCALERULES AND IRSTATE OEGULATIONS OEDE, TITLE XCEPT AS REQUD ANY ESTED BELOW: ELEV. TP-1 DEPTH Ems. TP-2 DEPTH -310 CMR 15.405(1)(a)&(b): 14.1 0" 14.0 0 11 1) A 5' variance, S.A.S. to property line (front), for a 5' setback. FILL FILL 2) A 3' variance to the maximum cover requirement of 3', for 12.3 A 22" 12.3 A 20" a maximum cover of 6'. Chapter 360. Article 1 - Setback Requirements SANDY LOAM SANDY LOAM -LOCAL REGULATION Cha p q 10YR 4/2 10YR 4/2 3) A 73' variance, S.A.S. to coastal bank, for a 27' setback. 11.8 B 28" 11.8 B 26" - 4) A 36'-.vorionce, S.A.S. to.vegetated wetland, for a 64' setback. SANDY LOAM SANDY LOAM 3) A 64' variance, septic tank to coastal bank, for a 36' setback. 42" 10.7 10YR 5/8 10YR 5/8 4) A 27' variance, septic tank to vegetated wetland, for a 73' setb ck. 10.7 C C 40" 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR MED. SAND MED. SAND TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 2.5Y 6/6 2.5Y 6/6 DESIGN ENGINEER. 2.94 LUNAR HIGH 2.94 LUNAR HIGH 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING G.W. - G.W. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 1.7 OBS. G.W. 149" 1.7 OBS. G.W. _ 148" ENGINEER BEFORE CONSTRUCTION CONTINUES. 0.1 168" 0.0 168" 5. ALL ELEVATIONS BASED ON NAVD88. PERC RATE <2 MIN/IN. (ON FILE P-11,568, 12/4/06) 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF "C" HORIZON SAND IS CONSISTENT WITH PERC THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF GROUNDWATER MONITORING WELL INSTALLED HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. OBSERVED HIGH G.W. OVER LUNAR TIDAL CYCLE, EL.=2.94 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. i i i / / 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS EXISTING AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE HOUSE (#489) DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 'r7 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND O IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. to rV DESIGN CRITERIA NUMBER OF BEDROOMS: 4 BEDROOMS SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN ' ROPOSED S.A. DAILY FLOW: 440 GPD ' ° DESIGN FLOW: 440 GPD � N GARBAGE GRINDER: NO-not allowed with design LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF .74 GPD/SF S.A.S. LAYOUT PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY (H-20) PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 3-500 GALLON LEACHING CHAMBERS IN SERIES 489 SOUTH MAIN STREET, CENTERVILLE, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES Prepared for: Charles Richardson, 33 Linwood St., Andover, MA 01810 SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. Engineers: Surveyors: SCALE DRAWN JOB. NO. 614.0 S.F. Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 260-14 TOTAL AREA:........................................ 12 West Crossfield Road 22 Long Road DATE CHECKED SHEET NO. Forestdale, MA 02644 Harwich, MA 02645 DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD (508) 477-5313 (508) 432-8309 1/17/15 P.T.M. 2 Of 2 LEGEND N - 20 EXISTING CONTOUR ooa x 20.12 EXISTING SPOT GRADE _a church t5 PROPOSED CONTOUR 2 —W— EXISTING WATER SERVICE Bocon L" a - `'`'v 'r�-W OVERHEAD WIRES N0 r8.14 WETLAND FLAG ✓IP -10 S V 206 IL WETLAND SYMBOL w TEST PITS BENCHMARK • 5O `io LOCUS �e5` e o°, 5a/t marsh 5 62 4 00 JL LOCUS MAP AL Lot 1 NOT TO SCALE 21,052f S.F. MBLU 206-063 V-107 4.42 V-106 V-105 4.78 AL �-� s 5.71 7.01 . V-104 edge . • 4.50 V-102 V-108 8/ o�w��n\(B V.�y " 4,62 ,� 4,71 4.40 " / //l� ` �9�2N.STABLE z ' COA37AL—BONK , 'm 10 a,+ 4.66 N 1,90 �� �� V-103 EXISTJNG SEPTIC TANK RIM, EL.�15.83 Og ANNUq� Z INV.(OUT)=11.48f LA °V-109 Deck 1q- q�RO -Ao , i,j4G) ' 8,75 8� HOUSE (#489) x 15, o EXISTI G TRENCH e o 1 (SEE NOTE T1-SHEET 2) TOF=17.24 a u' 16 Fey \ NA 88) TO BE REMO VED ( W I / 61 �� MADEP POLICY 92-1 _ R .%b Figure 3 r0010 V-110Rta ti 0 16 4.16 Q o Q .76 Q .637 F AG P�L \ MADEP POLICY 92-1ure dY0 9,56 _ 13,6 x ♦R � � Figure 2 �. a �f �/r<� �-(n 4 g OD .. l ... pride. : 15,8036 B N :: 15.73 7: E CHMARK ® -0 10.2 OUTSIDE COR./STOOP ::paved EL.=13.31 (NA V088) 7 3'r:- 8 _ _ 10.18 N 1 ,36 16,99 ± / ; �TP-1 11,:47 PO4 5.47 - 2.6 �I -2 ce 1 V-111 CULVERT ART Vtaa ° 12.. 5.27 14.4 5 �5 V-112 CULVERT / = 60, , UP of 4 4. k� e MADEP POLICY 92-1 Figure 2 1 4 o PETER T. NC PO, McENTEE U CIVIL 16.3 -, 35109 1 0 9 sw J S NG 7 � - IOt�A��,E 13,78 UP 01j 1 �� 13.75 WETLAND DELINEATION PROPOSED.'. SEPTIC SYSTEM UPGRADE PLAN VACCARO Environmental Consulting P.O. Box 955 PLAN REVISION Sandwich, MAA 02563 BENCHMARK CORRECTION 489 SOUTH MAIN STREET, CENTERVILLE, MA (508) 888-5855 Prepared for: Charles Richardson, 33 Linwood St., Andover, MA 01810 FLOOD PLAIN DATA OWNER OF RECORD Engineers: Surveyors: SCALE DRAWN JOB. NO. MAP NO. 25001 CO563J RICHARDSON, MARGARET M Engineering Works,Inc. WARNER SURVEYING 1"=20' P.T.M. 260-14 EFFECTIVE DATE: JULY 16, 2014 770-342 SALISBURY ST 12 West Crossfield Road 22 Long Road ZONE AE (EL12) NAVD88 DATUM WORCESTER, MA 01609 pq CHECKED SHEET NO. Forestdale, MA 02644 Harwich, MA 02645 (508) 477-5313 (508) 432-8309 1/17/15 P.T.M. 1 Of 2 i NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:11.00 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE PROPOSED D-BOX PERIMETER OF THE S.A.S. INSTALL h-20 RISERS, FRAMES & COVERS OVER INSTALL RISER & COVER PROPOSED S.A.S. INLET & OUTLET, SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=17.2t SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=16.1f F.G. EL.-15.8t F.G. EL.=15.5f F.G. EL.=15.0t CHARCOAL VENT L = 25' 3'(max.) L = 8' ® S=1% MIN. 0S=1% MIN.) L = 23' (If 0 ) ( �4"SCH 0(PVC) / / 4"SCH40 PVC 4"SCH40 PVC 2 DOUBLE WASHED STONE 2" s^ 10"1 ^ 14^ s as 0 69 (OR APPROVED FILTER FABRIC) BBB BBB 001130000 INV.=11.50 48" LIQUID aaaaaaa -3/4" TO 1-1/2" DOUBLE LEVEL WASHED STONE GAS BAFFLE ADD PROPOSE 4' 4.8' 4' INV.=10.97 INV.=10.80 INV.=11.25 D-BOEFFECTIVE WIDTH = 12.8' 3 OUTLETS INV.=10.50 PROPOSED SEPTIC TANK H-2o 3-500 GALLON LEACHING CHAMBERS H-20 SURROUNDED WITH STONE AS SHOWN CONNECT TO EXISTING SEWER H-20 RATED AT, OR ABOVE, INV.=11.75 TOP CONC. ELEV.=11.6t NOTES: Al BREAKOUT ELEV.=11.00 ease INV. ELEV.=10.50 aaBa 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaa. aaaaa INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=8.50 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 3 X 8.5'=25.5' 1 4' TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING joEFFECTIVE LENGTH = 33.5' SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EST. HIGH G.W., EL.=2.94 -_ 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL DATE: DECEMBER 16, 2014 (REF#14,592) BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS WITNESS: DONNA MIORANDI R.S. HEALTH AGENT OF LLOCALERULESEANDIRONMENTAL REGULATIONS,OEXCEPTLASVREQUD ANY ESTED BELOW: ELEv. ELEv. TP-1 DEPTH ELEv. TP-2 DEPTH -310 CMR 15.405(1)(a)&(b): 14.1 0" 14.0 0" 1) A 5' variance, S.A.S. to property line (front), for a 5' setback. FILL FILL 2) A 3' variance to the maximum cover requirement of 3', for 12.3 12.3 a maximum cover of 6'. A 22 A 20 -LOCAL REGULATION Chapter 360. Article 1 - Setback Requirements SANDY LOAM SANDY LOAM 10YR 4/2 10YR 4/2 3) A 73' variance, S.A.S. to coastal bank, for a 27' setback. 11.8 28" 11.8 26" 4) A 36' variance, S.A.S. to vegetated wetland, for a 64' setback. B B -- "SANDY LOAM SANDY LOAM 5) A 64' variance, septic tank to coastal bank, for a 36' setback. 10YR 5/8 10YR 5/8 6) A 27' variance, septic tank to vegetated wetland, for a 73' setb ck. 10.7 C C 42" 10.7 40" 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR MED. SAND MED. SAND TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 2.5Y 6/6 2.5Y 6/6 DESIGN ENGINEER. 2.94 LUNAR HIGH 2_94 LUNAR HIGH 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING G.W. - G.W. - FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 1.7 OBS. G.W. 149" 1.7 OBS. G.W. _ 148" ENGINEER BEFORE CONSTRUCTION CONTINUES. 0.1 168" 0.0 168" 5. ALL ELEVATIONS BASED ON NAVD88. PERC RATE <2 MIN/IN. (ON FILE P-11,568, 12/4/06) 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF "C" HORIZON SAND IS CONSISTENT WITH PERC THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. GROUNDWATER MONITORING WELL INSTALLED 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. OBSERVED HIGH G.W. OVER LUNAR TIDAL CYCLE, EL.=2.94 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. i i 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS EXISTING AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE re/ OUSE (,�489) DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. N tJ- DESIGN CRITERIA NUMBER OF BEDROOMS: 4 BEDROOMS y SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN I DAILY FLOW: 440 GPD ROPOSED S.A. ' 4CY DESIGN FLOW: 440 GPD N GARBAGE GRINDER: NO-not allowed with design _33.ci LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF .74 GPD/SF S.A.S. LAYOUT PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY (H-20) PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 3-500 GALLON LEACHING CHAMBERS IN SERIES 489 SOUTH MAIN STREET, CENTERVILLE, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. Prepared for: Charles Richardson, 33 Linwood St., Andover, MA 01810 BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. Engineers: Surveyors: SCALE DRAWN JOB. NO. TOTAL AREA:.............................................................. 614.0 S.F. Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 260-1412 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD (508) 477-5313 (508) 432-8309 1/17/15 P.T.M. 2 of 2 I