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HomeMy WebLinkAbout0074 SUMMERBELL AVENUE - Health 74 Summerbell Avenue Centerville R A = 226 — 064 - S M E A D No.2-153LOR UPC 12M on sod mn • Me&In UM TOWN OF BARNSTABLE LOCATION VILLAGE C�t t�f�l�'y2ti`tC���" ASSESSOR'S MAP&PARCEL A� -� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY SrdD .Ff .�-i0 LEACHING FACILITY:(type) G f - (size) J X , .33 -t NO.OF BEDROOMS OWNER " PERMIT DATE: COMPLIANCE DATE: 2 )[2 Separation Distance Between the: , Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility +-:7 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�oorlti �a®< Lam' <v��ria�.c+ 1 I' G 0 0 Yo -V 364," t 1 Y 1/ No. l� s v� 04 Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 110, ! PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes �'\ U implication for Misposal *pBtem Construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) 9�Complete System ❑Individual Components Location Address or Lot No. 7q Sumfr)el^&J j Aix— Owner's Name,Address,and Tel.No. 9$/-6w- 9A-70 Assessor's Map/Parcel XX4 4 C Bn 4XU/I1 e_ � J it 1 Sd.o"er76 Installer's Name Address,and Tel.No. J 0�F-11/- 939? Designer's Name,Address,and Tel.No.5-v!9-36P-y 1&�4s 6 tnS+cL._4 i YgA o,'�g P v•goK r)oq 1 Type of Building: nj Z J Dwelling No.of Bedrooms Lot Size ` ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided —3 T o gpd Plan Date /t/ k. o`t0/5� Number of sheets Revision Date �6'» 3o, 0�/5 Title _17�e5 , �la�,. o� '7�1 5yynm��ha 1.� are ,� Qan4e4,u'j6 ,, MA Size of Septic Tank Type of S.A.S. Description of Soil� 2 n; l�, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code a no o place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signev Date )/ ,u"1re Application Approved by Date Application Disapproved b Date for the following reasons Permit No. '001 G w— Date Issued 7,131 ?a/ (�, ovr �op No. - ( Fee T" THE COMMONWEALTH OF MASSACHUSETTS Entered incomputei: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Ylcatlon for Disposal � strm Construction Permit \� p Application for a Permit to Construct( ) RepaireO) Upgrade( ) Abandon( ) ER/Complete System ❑Individual Components Location Address or Lot No. 9q Sum/n.r/ J� I1� its Owner's Name,Address,and Tel.No. !�$�.S _ 9o1a70 Assessor's Map/Parcel o1a Co G �n fC)v2r!'e �v� K2 �Da� tQ.sav S41eoo Installer's Name,Address,and Tel.No. j U9-?1jt. g,3g9 Designer's Name,Address,and Tel.No. 4 06r-Wc,�i C'-,ns+rLr_4 ion Tr r- _ S08 rskw, Av•►'oX n i7 �`cyoe i�Cef� , dnc �3S/�1aii�Sf 0-7 Type of Building: Dwelling No.of Bedrooms �� - QP� Lot Size C�•C7�7Q�2 sq. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L,/yU gpd Design flow provided 3 W 4 gpd Plan Date fW-4-J14 4/ ;?6W Number of sheets / Revision Date R Title fi ,n r, `' "" E/ 1. C j; Size of Septic Tank Type of S.A.S. it 1 ` f 1 Description of Soil_ 3' Nature of Repairs or Alterations(Answer when applicable) 4 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 nd o'65 , place the system in operation until a Certificate of f ,°' S i ate Compliance has been issued by this Board of Health. D G - Application Approved by D"ate Application Disapproved b Date for the following reasons -- F Permit No. L —C�Z� Date Issued ------.--------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(,1() Upgraded( ) Abandoned( )byr� r at 7 T a,M m-e r-6 A-iw 8?nJ,r has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.f o l 6 —!Q dated Zj 3/Zai(o, Installer &I W � Designer _ �i)v ineTA-NC— #bedrooms �p f.C/ rf r . �t,r y Approved design flow gpd The issuance f this permit shall not be construed as a guarantee that the system will ctio f s designed. Date I 1 Inspector y No. 0 ZS Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( Upgrade( ' ) Abandon( ) System located at 7 q 1&),"1nF i" ic-0) and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date '?t 1 Approved by EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES FROM 1/12/16: A. Daniel Ojala, Down Cape Engineering, representing Fletcher Booker, III, owner— 74 Summerbell Avenue, Centerville, Map/Parcel 226-064, 3,713 square feet lot, septic repair, multiple variances, continued from December 8, 2015 meeting. (The results from the Board's Dec 2015 meeting had stated the owners will hire a certified arborist to verify whether the installation of septic system will de-stabilize the maple tree and arborvitaes.) Dan Ojala said he met with neighbor and it was determined the maple tree was rotten through the center and would be best to remove it altogether. The arborvitaes were removed for ease of installation and will be replaced after the system is installed. The Board voted to grant the variance(s) with the following conditions: 1) the system be installed in compliance to the engineering plan revised December 30, 2015, 2) the engineer will supervise the installation, 3) a four bedroom deed restriction will be registered at the Barnstable County Registry of Deeds and an official copy will be submitted to the Public Health Division, 4) prior to any construction, the designing engineer and the installer will meet with the Christian Camp Association in order to identify reasonable restrictions on the work process (i.e., not to infringe on private property), and 5) construction will be after Labor Day and before Memorial Day. MAR-03-2016 00:49 From: To:150e7906304 Paee:1,'1 FROM : FAX N0. Mar. 02 2316 10:55AM P1 pubT DivigiOA wing,MA Q"?0A ;t(DO lyQy�nu�Ycet,�f� Fex: i0>3=J90-tt304 trfirice: SOB-&6'�4lin�• ' 'FIT� 10n� cr,dt •�,,� Olt ch4l O01 VU um ma x permit tu i'ustall a -N L �_bused w R desigu diu-mi'by segfiic��at r � s� • X rrxtifq t]zatt6e gem} 'eram r1ud� applowdTtued o � a�Eoznli�el�c�tio of the lbi i dcsiM which.ram asklb&uu bnY BINVOr septin task. S44 C1 abos t Wit TliR]0i' C iF1gP.3 (Le. J.,CP.Sttfy lhat tbf; lq 1ph(: lylierIL"mfex1R rS t I.Gi�l IPaI �:�ticm.o C+Slp cowponey zrCPtrl�Iha.n10 lztaalrelarsdon ofiilu)SAS ur VY cs a bl,is a. uz,c3�nrr, St c L�a�-01 P,r:gal<Ltior�e. .E'lav o�thr qe ) c¢ { ed:�s^bttilt l to_fol'taw. �t 0 OF M,qg„ DANIPL k 1pat=e - WALA � CIVIL I / Nn.4fi502 qRY1_ 4-1 Al rl oFz K�E r Town of Barnstable Barnstable Board of Health R BARN%-TABLE. • , r v MASS. g 200 Main Street,Hyannis MA 02601 1639- 10 s ArFD MAC a '2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi January 19, 2016 Mr. Daniel Ojala, P.E. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE: 74 Summerbell Avenue, Centerville, MA A= 226-064 Dear Mr. Ojala, You are granted variances, on behalf of your client, Fletcher Booker, III, to construct a replacement onsite sewage disposal system at 74 Summerbell Avenue, Centerville, Massachusetts. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located 5.0 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The septic tank will be located 3.2 feet away from the property line, in lieu of the ten (10) feet minimum setback required 310 CMR 15.211: The septic tank will be located 6.1 feet away from the foundation or crawl space, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located 5.2 feet away from the foundation, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.405: The soil absorption system will be 25% smaller than what is required by the State Environmental Code due to the small site size and various setback restrictions. Q:\WPFILES\74 Summerbell Ave Cent Ojala Bookedan2016.doc A The variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum 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 system shall be installed in strict accordance with the revised engineering plans dated December 30, 2015. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated December 30, 2015. (5) Prior to construction, the septic system contractor and designing engineer shall meet with a representative of the Christian Camp Association to assure reasonable accommodations are provided in regards to scheduling the septic system construction work and the placement of construction equipment relative to the street and neighboring properties. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the small size of this lot. Sincerely yours, Wayne filler, M.D. Chairm Q:\WPFILES\74 Summerbell Ave Cent Ojala Bookerhn2016.doc THE T ® DATE: ^ `^ FEE: . S� MASS. it ibgq. ,0� REC. BY C� �Jlp��-- prFD NlAI A Town of Barnstable S CHED. DATE: 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: 74 Summerbell Avenue Centerville, MA Assessor's Map and Parcel Number: 226/64 Size of Lot: Wetlands Within 300 Ft. Yes x Business Name: No Subdivision Name: Daniel A Ojala, P.E., P.L.S. APPLICANT'S NAME: Down Cape Engineering, Inc. Phone 508-362-4541 Did the owner of the property authorize you to represent him or her? Yes x No PROPERTY OWNER'S NAME CONTACT PERSON 0Uj y, Name: Fletcher C. Booker III Name: Bill Hebenstreit Craigville Realty Address: 9180 S.E. Riverfront Terrace, Tequesta FL Address: Phone: Phone: 508-775-3174 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) a 15.405: (la) reduction in setback from Due to the lack of space on the lot and location of sas and tank .to lot lines (lb) reduction the existing system. in setback sas and tank to foundation (1c) 25. reduction in sas size 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. our(4)copies of the completed variance request form our(4)copies of engineered plan submitted(e.g.septic system plans) / mpleted seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian _✓ ur(4)copies of labeled dimensional floor plans submitted(, 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 A UNITED STATES�P�,,,QO First-Vass Mail Postage&Fees Paid. LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4®in this boxe Down Cape Engineering, Inc 939 Main Street, Suite C Yarmouth Port, MA 02675 r SENDER: COMPLETE THIS SECTION COMPLETE THis sEc.T!c;,,ON DEL'1VERr- ■ Complete items 1,2,and 3.Also complete 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. p ved by(P d Name) . Date Qf 16_e ■ Attach this card to the back of the mail piece '�! fX or on the front if space permits. D. Is delivery kdrress different from item 17 ❑Yes 1. Article Addressed to: If YES,enter delivery address below: [].No l� r�G ws 3. Service Type �^` Certified Mail® ❑Priority Mail Express'"' '1 l 1 ` v V ) Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service labej ;i i7 014 05,10 0001 0361, 8 717 0 U I: PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES 01 L oERVICE First-Class Mail PoSstage&Fees Paid UPS Permit No.G-10 Sender: Please print your name, address, and ZIP+4®in this box* i Down Cape Engineering, Inc. 939 Main Street, Suite C Yarmouth Port, MA 02675 j i se:r?;;;isi•i;jtl:;•=isii;;°i;lt:�j'it �,;;:t;r:;i:�;;;st'•'" a SENDER:-COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,.2,and 3.Also complete A:Sig re item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse - ❑l�ssee so that we can return the card to you. B. Received by(Printed Name) C. Date 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 IJ 170 3. S rvice Type 1 - —e�� l (P( ertified Mail® ❑Priority Mail Express- Registered ❑Return Receipt for Merchandise Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ;7 061 (Transferfrom service lat PS Form 3811,July 2013 Domestic Return Receipt 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 I I Down Cape Engineering, Inc. 939 Main Street, Suite C Yarmouth Port, MA 02675 i I 1 I I 0 i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION.ON DELIVERk ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired: ❑A eni I ■ Print your name and address on the reverse XJA12dressee I so that we can return the card to you. B. Received by(Printed Natn C. Date�of elive I ■ Attach this card to the back of the mailpiece, r? ( l or on the front if space permits. N D. Is delivery address different from item 1? ❑Y s 1. Article Addressed to: If YES,enter delivery address below: ❑No I 3. Service Type, I n A ^ A Certified Mail® ❑Priority Mail Express- 1P Registered ❑Return Receipt for Merchandise 1 Insured Mail ❑Collect on Delivery 3 p[_ 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number I7014 0510 0001 0361 8700 b0()�-✓ (Transfer from serYice Labe PS Form 3811,July 2013 Domestic Return Receipt n UNITED STATES First-Class Mail Postage&Fees Paid LISPS 03 CDE."Ic."15 Permit No.G-10 • Sender: Please print your name, address, and ZIP+40 in this boxe Down Cape Engineering, Inc. 939 Main Street, Suite C Yarmouth Port, MA 02675 COMPLETE. ■ Complete items 1,2,and 3.Also complete A. Sig 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. R ived (Printe Name) C. Date D very ■ Attach this card to the back of the mailpiece, ��z f�, f' )�L or on the_front if space permits. "J J D. Is delivery address different from item 1? Y s 1. Article Addressed to: If YES,enter delivery address below: ❑ No V v� 3. S ice Type Certified Mail® ❑Priority Mail Express'" Registered ❑Return Receipt for Merchandise Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7 014 0 510 0001 0361 8748 BD D (transfer from service labe� l PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES`�STAf_':St=nvl . .... First-Class Mail Postage&Fees Paid USPS Permit No.G-10 Sender: Please print your name, address, and ZIP+4®in this box* I Down Cape Engineering, Inc. 939 Main Street, Suite C Yarmouth Port, MA 02675 I I I ! itf °jiif°ff'IlT':•'r it��f'i'<f�:ittt�'•°j1*E°fs 11 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. XAgent ■ Print your;name and address on the reverse A��r-i Addressee, so that we can return the card to you. B. Received by(Printed Na e) C.�aft f elf ry ■ Attach this card to the back of the mailpiece, 5 or on the front if space permits. D. Is delivery address different from item 11 Y s 1. Article Addressed to: If YES,enter delivery address below: ❑No F(` 3. Service Type VVVV (jam Certified Mail® ❑Priority Mail Express`" �,A I L e Registered ❑Return Receipt for Merchandise I ❑ Insured Mail ❑Collect on Delivery i o 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7 014 0 510 0001 0361 8755 (Transfer from servic Ub n PS Form 3811,July 2013 Domestic Return Receipt T tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. November 23,2015 Andrew R.Garulay,R.L.A. structural design Barnstable Board of Health e site planning T 200 Main Street Hyannis, MA 02601 sewage system Re: #74 Summerbell Avenue, Centerville designs Dear Board Members: inspections Enclosed is a variance filing request for the above-referenced site. On behalf of our client, we are requesting the following variances: permits Variances from 310 CMR 15.405 ("Maximum Feasible Compliance"): (1a) reduction in setback, leaching facility to lot line (10'to 5'); septic tank to lot line (10'to landscape 3.2'); architecture (1b): reduction in setback, leaching facility to foundation (20'to 5.2'); septic tank to foundation (10'to 6.1') (1c): Request 25% reduction in leaching area The 3,713 s.f. lot is improved with a 4 bedroom dwelling. The cesspool septic system failed a real estate transfer inspection; no construction is proposed. Due to the extreme site restrictions,variances are required in order to design a new subsurface septic system. The variances are requested to the lot lines and the foundation; a 40 mil liner is proposed where appropriate. The available area for the septic system cannot adequately fit a 4 bedroom design even with setback variances;a 3 bedroom design (25%reduction) is proposed. In that the site does not lie within a Zone II,the area is served by town water, and groundwater is not an issue, we feel that by granting these variances the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 Regulations. Very trbly yours, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. 1 V` �a2 Zol January 5, 2016 C Barnstable Board of Health 200 Main Street Hyannis,MA 02601 Re: 74 Summerbell Avenue, Centerville Dear Board Members: The enclosed represents a revised plan from a continued hearing that took place on December 10,2015. Upon further review of the various deeds and plans of the area, I find that that the area to the west is in fact a portion of the road named Spring Avenue. Even though we own the fee in a 20' section of this road, a Definitive Plan filing with the Planning Board would be necessary to formally rescind the roadway in order to utilize this area for a septic system. This would require significant expenses and public hearings, and the effort may not be successful if there is abutter opposition to this proposal. The new buyer has since closed on the house and with permission from the abutter the maple tree, arborvitae, and wood fence have been removed to allow for an easier septic installation on the east. We feel that this plan shows the best location for the septic system. Very truly yours, r � Daniel A. 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F� t LL k ' wsw � y a tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Andrew R.Garulay,R.L.A. structural design November 23, 2015 site planning Dear Abutter: sewage designs system A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from the Title 5 Regulations for the subsurface disposal of sewage for the proposed Title 5 septic system at#74 Summerbell Avenue, Centerville. The variances inspections requested are as follows: Variances from 310 CMR 15.405 ("Maximum Feasible Compliance"): permits (1a) reduction in setback, leaching facility to lot line (10'to 5'); septic tank to lot line (10'to 3.2'); ndscape architecturea (1b): reduction in setback, leaching facility to foundation,(20'to 5.2');septic tank to foundation (10'to 6.1') (1c): Request 25% reduction in leaching area Said hearing will be held in the Hearing Room 300,South Street, Hyannis, December 8, 2015 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. 1 Sincerely, VL� ,4 A- Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc:Abutters file Barnstable Board of Health AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '226064' Direct abutters(no set distance) and the properties located across the street. Total Count: 7 M 0 Close Map&Parcel Ownerl 0wner2 Addressl Address 2 Mailing Country Deed CityStateZip PLONOWSKI, MILL VALLEY,CA 226044002 THADDEUSJ& 23 DORSET LANE 94941 C194888 KATHLEEN F ET AL 226057 PARKE,AVIS-ANN 135 LAKE CENTERVILLE, 3660/159 ELIZABETH DR MA 02632 HARTUNIAN, CENTERVILLE, 226058 NELSON S& 84 OCEAN AVE MA 02632-0922 C183993 JOANNE G 226063 SHEEHY,THOMAS& 55 SUMMERBELL CENTERVILLE, 2307/14 MARTHA S AVE MA 02632 BOOKER, FLETCHER 9180 S E TEQUESTA, FL 226064 C III&GARDNER, RIVERFRONT TERR SEA ISLAND B 33469 19055/131 SALLY 226065 WALTERS,GARY D 52 KNOLL DRIVE PRINCETON, NJ 7198/154 &SUSAN B 08540 226196 CHRISTIAN CAMP 39 PROSPECT AVE CENTERVILLE, C38464 MEETING ASSOC 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 1 112 3/2 0 1 5. http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 11/23/2015 Town of Barnstable Geographic Information System November 23,2015 22so7o #17 226061 226059 #94 226069 226074 #90 #'13 #93 226149 #63 226068 226062 y #86 226067 •226058 #84 ' 226063 226071 #55 06 #163 226 6 4 W 226037 4 #6a 22so6a #7a J ®� 226043 �a #149`.•::• ,: #67 226042 1 #57 .. ,� 226137 226044001 #160 #66. 226056 226039 #131 2 #44 Feet #58 #58 226055 #127 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:226 Parcel:064 Board of Health - boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located _ are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters boundaries and do not represent accurate relationships to physical features on the map •/'i such as building locations. Buffer .l,,•::, L 11/19/2015 Barnstable Board of Health , 200 Main Street Hyannis, MA 02601 Dear Board Members: I hereby give Down Cape Engineering, Inc. permission to represent me in the ,,upcoming public hearing regarding permitting a septic upgrade at 74 Summerbell Avenue, Centerville, MA. Thank you for your attention to this matter, 1 (owner) Fletcher C. Booker III '(owner) -Sally, ardner i F PI- V 1C SU�tt�r/1iRa" .M - C.e LyR.10i1t✓i"., 40"• 026 3 Z r �QQGr� t�aRC�► e i t,t✓�u� Room I"=_" �•Q rUp Pool wv , i3�rt� �'4• tt o dt i X � � z aTV , z zo ,Ar- 7r, �� . Le1"til I n.fk` .� 4�� 7 li. Ll d C V1 LE, 4ss_ ® :Z6 3 2� . .. ..(0 i�Tk — -- ........... r... _ _.... vp -RO.O M Mo Al- _ 1,.A Y goo ,voT _.1 .Ul i, a 'hlt,: .i. �i�s•i:`.. J:S.. 1 Su ��.8 , C'��Tir,Rv►� �s.5', o���z : ............-...... 6 /! � ,FYI a€boxy ._..._.._..... . . ............. - _ A.o oo.F .� Al- A10 i ?U Sc i .1'San..'r-r.C:1 "(�,..L•if&',:!... .,i i., `PPtA04S, NO.: CICILYITOWN: APPLICANT: DESIGN(FLOW: gpd REVIEWED BY: DATE: N/A OK 1`O ,{-'�'1�1";??''�p�7��i+��jIyy,,����(•:e:°'r?a':L •ri.•.w' ,-d"n !rf : 14.54a.," '_Sq..i r'`a...±�5t1, y{ c!.' ,.i`i ,.�'' ..c ' ���`,'.•.ai.. iu li >_!L'T'!U1':SI:JU3.•tLC�JLf.1.. "Yii •..5.+ d. ti°,iu'^".f;l'a• ..-e+x i'::<:{,,i,F,t'; :.I•.r..s1.n,U a?':ei�'3���'�.���§.4vxLRS'�.C�'+i.n�,,'t^'. Legal boundaries denoted[310 CMR 15.220(4)(a)] Street, Lot,tax parcel number and lot number noted on plan [310 CUR 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 15220(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 1.5.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] i Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations [310 CUR 15.220(4)(f)] daily flow i septic tank capacity(required and provided) soil absorption system-(required and provided) - - whether system designed for garbage grinder North arrow [310 CUR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] 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 � 15.220(4)(h) and(i)] Location and date of percolation tests (performed at proper elevation?) [310 CUR 1.5.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator [310 ChM 15.220(4)(j)] j Observed and Adjusted groundwater (method for adjustment J given or indicated) [310 CUR 15.103(3) and 310 CMR 15.220(4)(n)]' Address Sheet 1 of 7 I'd/A Cx 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 CNa 15.211(1)[11) 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 CNa 15.220(1) and 310 CMR 15.220(2)1 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)(q)] ✓� Materials specifications noted? [various sections of 310 CMR 15.000] System components not>36" deep (unless Local Upgrade Approval or LUA requested) [310 CUR 15.405(1(b)] Sheet 2 of 7 Address N/A OK NO �r�� "i j i' F�Size OK? [310 CNa 15.223(1)] ' Inlet tee located ten inches below flow line [310 CNIR 15227(6)] V// Outlet tee 14" or 14" +5" per foot for increase ft depth [310 CMR J 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)] i 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)] 1�4inimum 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)(1)] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<1000gpd, two for systems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] / > 10 ft fiom building foundation [310 CMR 15.211(1)] ��(Yr Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.2111 !� "^Y yT«`" fiYiriliait_w31dt`r5.,i: 'b'�ti:^ f �'', `Rr� S , .1ti � tr. ,�' +,d `,�•;iti kcRilIl{5 t ..i1ro�'m.7rit2t'P �'i, :}1. Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200%daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and(3)] r "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address Sheet 3 of 7 Id/fib OIL. NO YR•:rN t4$t:.7JL`a:' `.'•. 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)[11) �/ 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"/fi) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15251(9) and 310 CMR 15.252(2)(c)] Siphon problem/(leachfield below pump chamber) � Endcaps or vent manifold specified? 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) W F „'aY.�� Ik`iti t� •f{t. R. Y i'.'i �L*eCsx, 3FL r t i ie}ar'i4v' } 4 Stable compacted base W[310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] / 'Splash plate or baffle tee required on inlet/provided? (when J 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)] J Inside minimum dimension 12" [310 CMR 15.232(2)(b)] e I/Unimum sump 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] y .rt. µ_�.1�,���/Q�..��nip �y�r�Y—�F.� � •�t.•T. �tya:r'!'-11.D !P+17 ,'�`ekLaS• N,ok�nda S•r�.of nn a. .v7.4n.. ..�Iz...tf...•. .. Capacity(emergency storage above working—design flow)? [310 CMR 231(2)1 Proper setbacks [310 CMR.15.211 (same as septic tanks)] Watertight 20-in mimum 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)] ' Svc v3 Sheet 4 of 7 Address i N/A OKI NO t. ,r FbN'��`��J •' �,..QL.L•i�.t'�.k�+�,J�S v.k,��l��S'�f�,�l�S,'1`,(..1'>r3'f//4��'�,i �IJ + _,. `�`,'�4i$ •`�' �'4: Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CNIR 15.240(1)] 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 15.2411 . Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation '1t eN) within 15 ft of SAS unless barrier) [310 CMR 15.211(l)[4] and C I Guidance Document] cr •w':. y., ...�, - �! .. - "",i• "is,' �', 1t n r .nk ,} l' q,y. e•.r,;.i:d. �AT� ��TTs' @J .] 5,yy7=3 ®fT [1 �. 3 `.. 11ri „ , t .� 5r... Chambers and Gal. in trench configuration supplied with inlet every20 ft. [310 CMR 15.253(6)] / Each structure with one inspection manhole(if>2000 gpd must be to grade) [310 CMR 15.253(2)] i 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 sq. ft. [310 CMR 15.253(6)] }/ Width 2'mirdmum 3'maximum [310 CMR 15.251(1)(b)] e 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 CUR 251(1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] y,,......,,. .y S,•''Ft AC `L+9kh 3 ).C'i�C 4 R 1 � �� iL .• � , G YSe..a. M.F.e hnAx.Ea. dnn 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)] % Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only[310 CMR 15.252(2)(1)] Address Sheet 5 of 7 l�T/A OK NO Prressur�e Dosed System ? Provided pump and piping calculations as required [310 CMR 15220(4)(r)] RAW 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 (systems<2000 gpd) or quarterly (>2000gpd) good to note on plan[310 CMR 15.254(2)(d)] corzstr action in fill -Did the plan specify that the fill shall meet the specification of 310 CNIR 15.255(3)? Impervious barrier and/or retaining wall? [Guidance Document] Impervious barrier installation must be supervised by designer[310 Ma 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)] ':,,�„�r�tt��le less >>stetaa EMISSIONS �Zt.�.�?�e�s - Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge / to scour soil interface p `x�` v^_F ,.s:'k vr'IF.�LF' ✓<i 5'P"t'l=�r`.:�ti4:.:F.� y 4 f ,' � 3 „t � Y__�. ;w:.s. � ' �5� P.��r��'��`t-L,e .,m,r,., ...�:a..«:t, _ art. ... :,,,,,r..• .. .. 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 Are the variances listed on the plan? [310 CIv1R 15.220 , (4)(q)] RLS Stamp necessary on plan if a component is within five feet of property lane[310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.4141 Sheet 6 of 7 Address N/A Ox NO �.-...... .. .... ..... .. ............:'.c..:.:.:-..�•i :.�.....;.... ..�..�....�..::: - r'1:: - jai-: 'J::.:�'_..if" Is the system in a Designated Nitrogen Sensitive Area(Zone H for a public supply well)? [310 ChM 15.214, 310 CUR 15.215 and 310 CUR 15.216 - also refer to Policy regarding upgrades of such existvzg systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] i Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] „r,.. -..;�• `>`?>' ^.iF:,-.. :-G•, i.l. ..A. `yamy$i C4.r. a ,¢"'-,ql '�.�'[r.Ni'�:.�,(���� t�`�1''�`,.:{i1t.}�,�D�",;i.'r. !:�°.•p I�isce �cl�e�aes \��rr }b rlrF ti ., �* a L 1� § Pumping to septic tank? [310 CMR 15.2291 Shared System [310 CMR 15.290] Address Sheet 7 of 7 �i I e 02-01-2016 a 11 34aL • -o s N DEED RESTRICTION WHEREAS, Johr, K4Y of O T O (owner's name) — _ V r a se Teren0 1 e M e c t,1, C,- MA (address) is the owner of �� TU_fA t,-b?, I f &a. located (address) at VI I t e MA (hereinafter referred to as and being shown on a plan entitled "Subdivision of Land in MA, Property of et al, duly recorded in Barnstable County Registry of Deeds in Plan Book , Page ; Or on Land Court Plan Number WHEREAS J06 t Sherce as the owner of said lot has (owner's name) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title,V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; . WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum_ Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing -the issuance of a building perm.it for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, deedr F ' NOW, THEREFORE,jOkv, 1" Atret 1�ay does hereby place the (owners na e) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. I y SUM Mew- e rl K.2 may have constructed (address) upon the lot a house containing no more than FOLtr tIT)bedrooms. S`okK- J- cS'herce Ka agrees that this shall be permanent deed (owner's nam ) restriction affecting located on MA, and being shown on the plari recorded in Plan,Book , Paged Or on Land Court Plan For title of see the following deed: Book Z93'f 2. , Page lot. Or Land Court Certificate of Title Number Executed as a sealed instrume t n� day of Owne si n e Owner' 'gnature ' C Owner's signature _ COMMONWEALTH OF � GM•�RN1�F �Z1Vk�R�S hD , ss Then personally ap eared the a ovemonamed kno n to we to be the person who executed the foregoing instrument and acknowledged the same to be free act and deed, before me, �- Notary Public My commission ex Tres: 9MW Zo I q (date) deedr CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of '¢`ANIX ) On 22120kefore me, 1"ts�S N . F,ak,4LL*. N ov �-� Date Here Insert Name and Title of the Officer personally appeared �44�'�� �fS`I f�1�� �✓-�� V: `I Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. JOANNE N.BONILLA WITNESS my hand and o icial seal. Commission#2122369 Notary Public-CalHornle Riverside County°. Signature Nix Comm.Mires S 3 2019 Sig atu of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: M'Pt Document Date: V 22 ZO[ (a Number of Pages: '� Signer(s) Other Than Named Above: _ 4/-A- Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑Corporate Officer — Title(s): ❑Corporate Officer — Title(s): ❑ Partner — ❑ Limited C -C�,.eneral ElPartner — ElLimited :❑-General ❑ Individual CLAttorney in Fact ❑ Individual _❑Attorney in Fact ❑Trustee •''6 Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other: ElOt Sign Representing: Sig er Is Representing: ©2014 National Notary Association -www.NationalNotary.org - 1-800-US NOTARY(1-800-876=6827) Item#5907 BARNSTABLE REGISTRY OF DEEDS John F. Meader Register 5 { • EMAIL: RE—74 Summerbell Avenue Cent. BOH 1/12/16 -----Original Message----- From: Joanne Hartunian [mai Ito:Joannehartunian(cbgmail.com] Sent: Monday, January 11, 2016 2:37 AM To: Health Subject: Request for variance denial of 74 Summerbell Avenue, Centerville Dear Mr. Mckean: I am an abutter to 74 Summerbell Avenue, Centerville, which is in the Craigville Village. I am unable to attend in person as we are awaiting the birth of a grandchild out of town. Said property is uphill from me and I live in the abutting gully,which is a pertinent feature of my neighboring property. Said property is in the historical district of Craigville Village, located on the historical Midway, and in close proximity of Craigville's onsite EPA protected herring run, Lake Elizabeth and Red Lily Pond. I request the Board of Health recommend that "Down Cape Engineering, Inc" continue to research a way protect the cape for the future by looking at ways to upgrade the property to a Title 5 system without a reduction,in the leaching area. A 25%reduction in a leaching area • 1. will not adequately drain. Dishwasher, washing machine, toilets, and showers will significantly and adversely affect the drainage, land and degradation of present conditions; and create a health and safety problem with less than adequate leach field. 2, will create problems in the future should the present owners "flip" the property and resell it after renovations; or use it as rental property for seasonal use possibly shared by multiple families to share the cost of rental fees; thereby significantly increasing usage above and beyond present expectations. The leach field variance could then become inadequate if granted;but, after the horse is out of the barn, it's a done deal. 3. does not take into consideration modern life style which uses more water,not less. Proper drainage is necessary.for health and safety in the short term; and of our water,,ocean, fishing industry, and tourism, long term. 4. in order to complete the variance successfully, the contractor may create a larger 'mound'or'hill' than usual which will create the run off and drainage to flow downhill to my property. The property owners will not want run off toward their foundation and therefore the pitch will be aimed at mine. 5. will not adequately handle wastewater which is documented and known to transfer diseases to animals and humans. 6. will not adequately process what-flows into the leach field thereby it may slowly leak bacteria and adversely affect Craigville's on site EPA Herring Run, Lake Q:\WPFILES\74 Summerbell Ave Cent BOH 1-12-16 EMAIL from neighbor.doc Page 1 of 2 } Elizabeth, Red Lily Pond and ocean. The run off from the leach field has to flow somewhere and be reabsorbed somehow; and, it will. The bottom line and what we're addressing here, as the letter from the engineers stated is "disposal of sewage'and it should be handled as such and should comply with the Board of Health regulations. The Cape is a natural resource that is protected by rules set forth by the Board of Health to protect the common good and health of its people. We have no control over the future except to do what we can to ensure clean drinking water and a clean ocean for the present. Without either,we forfeit our health, industry, and homes. Additionally, I kindly request that the Craigville Cottage Owner Association's guidelines be respected for property work to be done before Memorial Day and after Labor Day. Thank you. Respectfully submitted, Rev. Joanne Hartunian 84 Ocean Avenue, Centerville, MA • Q:\WPFILES\74 Summerbell Ave Cent BOH 1-12-16 EMAIL from neighbor.doc Page 2 of 2 4 Town.ofBwnstablp. y� Deparfiaent of Regulatory.Services It; MM% fi Public ReaZth-DIvisicxzll Date t . Pin A� 200 Malu Street,Hyannis MA 02601 f /oo. 0� Date Scheduled • Tii�rte 0 t'�1 V '" • JC'ee&"di1. _ . Soil Suitabili, Astsessment fiar S • o �� - 0S 1 x. Performed . C ' � i (��t _ y _ W tnessed.By:- - LOCATION&GENERAL Location Address Owner's Name ��w�fV►°L✓6Pi�/ Q J o Address . Assessor's Map/Parcel: �� 6� l Englncer's Name NEW CONSTRUMON REPAIR Telephone 6 Land Use: L� � J. Slopes(%) 0 • Surface Stories Dlstancesfrom: OpenWaterHody J/ �l f Posslblc Wet Area 27l ft Drinicing Water Well ?/W ft Dralhago Way �/t ur'` ft Property Line > L ft Other ft. SEH'�'�]E�o(Stmet name,dimensions of lot,exact locations of test holes& ero tests,,locate wetlands•ln pznximity to holes) S_am --jer`6e I AvenLAe SO, W peel ' 50,00 r Parent material(geologic) 6 � Clr,471wu S Depth tv Bedmalt 2�y Dcpth-to Groundwater: StandingWaterin Hole: Weepingi'i'oixl Pltktnae IV// Estimated Seasonal Hlgh Groundwater IV IA Method Used: W�- _ Depth Observed standing in obs.hole: lu, ":I3agttatn,sQl1 xE?ottla�p. ln. Depth to wcepingfrom side of obs,hole: In, GrouudwnterAdjuettnent w Index Well RoadingDatc: Index Well]aYel _ .., Adj,AvtoP_.Adj,_GtvuiidwnterLeval o> PERCOLATION TEST Dide Observation I Hole ` Tiuta,atV, Depth of Pero. �fZ ` Tlme.at6" Start Pre-soak Time @ _— Time(9"-6',') End Fro-soak ,0° 1 Rate Min./Inch SlteSultabilltyAssessmcnt: Site)?assed ✓ SitrFallcd: Additional Testing'NeedodC`/ D Original: Public Health Division Observation Hold Data To Be Completed on Back-, --- ***lf pereolatibu test is to be conducted within 300' of wetland,you must first notify the Barnstable Coaaser-/atio)t Da-vision at least one(1) week prior to began g. Qc1SEPTICIPI✓RCP6RM,D0C Depth from SoilHorizon Boil Text= Shcl°Color 5oi[.. Other 5urfaco(in.} , (USDA) (Munsell) Mottling (Structurc,Stouts;boulders, o i`tcn cy.9ii'Cravcil k t Depth from Sell Horizon Soil Texture Soil Color t . ' Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boaldets. Consistency,co Grave 0 - L 1o�i�'312 DEED"OBSERVATION ROLE LOG Role 9,. Depthfroat SollHorlwn SellTexturc Soil Color Soil Other Surface(In.)- (USDA)- (Munsell) - Mottling (Structure,Stones,Boulders. Consist G e DERP OBSERVATION ION GOLF,LOB Depth from Soil Hodzon Soil Texture Sell Color Soli Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Ca si tan 6 I+'iood Yt;S[rxanc�f�.ateiMa:�e. ._ PmYcn- Abovc500-yearflbodboundary No Yes _- "Witl.in 500 year boundary No 'Yes Within 100 year flood boundary No. Yes _ Depth-of lL'aatnraU-.y-OccurrinmPBrAous Material Does at least four feet of.nainrally occurring per'viou tnata ial exist in all areas nbserved throughout the area proposed'foi'�the soil'alisoiption syetem7 y�' 7f not,what is the depth of naturally occurring pervious materlal7 Cei�ti�catia� - 2 certify that on S f Z (date)x havapasse'd the soil evaluator mcar ination approved bythe Department of Environmental Protection and that the above analysis was perfbrmed by me consistent with . 'the requifed training,experdse.and experience described in�10 CMR 15.017. Signature Datb 1/� Q:1S,PTlaPp1tCF0RM.DOC NOTES SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE 1. DATUM IS ASSUMED MARKED WITH MAGNIC TAPE OR COMPARABLE MEANSETFOR FUTURE LOCATION. (NOT TO SCALE) 2. MUNICIPAL WATER IS EXISTING ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2" PEASTONE OR GEOTEXTILE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. w a \ TOP FOUND. EL. 30.9' FILTER FABRIC OVER STONE 30.0' MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 27.0'-29.0' � � � 4. DESIGN LOADING FOR ALL PROPOSED PRECAST m� es hoe In PRECAST H-10 NOTE: MIN. WALL THICKNESS 2" UNITS TO BE AASHO H-10 0 ors ,�. BLOCKS OR RISERS (T)P.) PRECAST RISERS 5. PIPE JOINTS TO BE MADE WATERTIGHT. a° Locus .a, 2'0 4"OSCH40 PVC MORTAR ALL INVERT IN 25.2' each Rd „ PIPES LEVEL 1ST 2' COMPONENTS i9 2 (TYP.) 1.25' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE C ai ;Y �... �ENDS SIDES 26.03 *28.15' 10" 1500 GAL H-10JE �. Po�000� o°oeopoe, WITH 310 CMR 15.000 (TITLE 5.) h Rppd �• 26.16 TEE SEPTIC TANK 5 91 ®® o M��� Pi®®- ®0� ;°°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND L 6e 6„ MIN. SUMP °°°°°° p(I o 0 0 0 0 0 �00000000 000000 GAS BAFFLE::; °-00000°°°0° 12" MIN. INT. DIM. N 0®®�®�®®��� ��®®��®�® NOT TO BE- USED FOR LOT LINE STAKING OR ANY 0 0 0^0 0_ OC��®®®®®®��® °°°°°° o a o 0 0 0 o °°°°°° OTHER PURPOSE. r: 4' LIQ. LEVEL (ACME OR EQUAL) ': 25.89' 25.72' °o °o°o°0 23.2' Nantucket W WAIERTEST D'BOX 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Sound °°Oo°0000000000000000000°000000000°0°0°0°C 0� FOR LEVELNESS 0000-0000 oo�o^o°oo,o,o,000000000,°,o°o,°,o0oo,00,00co. H-10 5010 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL *THE INSTALLER SHALL VERIFY' THE LOCATIONS OF ALL 3/4"-1-1/2" DOUBLE WASHED STONE (4) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR AROUND PRECAST STRUCTURES CONCEALED WITHOUT INSPECTION BY BOARD OF UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 38.00' X 7.33' N HEALTH AND PERMISSION OBTAINED FROM BOARD PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM COMPACTION. (15.221 [2]) OF HEALTH. ( 2 % SLOPE) ( 2 % SLOPE) ( 2 % SLOPE) MIN. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LEACHING CALLING DIGSAFE (1-888-344-7233) AND FOUNDATION- 26' SEPTIC TANK 1 D' BOX 28' FACILITY 16.0' BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF *NOTE: INTERIOR PLUMBING TO BE RE-ROUTED WORK. NOT TO SCALE TO EXIT THE DWELLING IN LOCATION SHOWN ON PLAN VIEW. EXISTING TWO INVERTS TO BE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED CONNECTED INTO ONE. PLUMBER TO CONFIRM SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 226 PARCEL 64 FEASIBILITY PRIORTO INSTALLING ANY PORTION PROPOSED LEACHING FACILITY. OF THE SEPTIC SYSTEM 12. EXISTING LEACHING FACILITY SHALL BE PUMPED VARIANCES REQUESTED: AND REMOVED OR PUMPED AND FILLED WITH CLEAN UNDER MAX. FEASIBLE COMPLIANCE 15.405: L E G E N D SAND. (10): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5.0') & 13. LOT LINES ARE APPROXIMATE. FULL SURVEY SEPTIC TANK TO LOT LINE (10' TO 3.2') 99- EXISTING CONTOUR RECOMMENDED. (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 5.2') & SEPTIC TANK TO FOUNDATION (20' TO 6.1') X 99.1 EXIST. SPOT ELEV. (1c): 25% REDUCTION IN SAS AREA [99]- PROPOSED CONTOUR BENCHMARK NOTE: EXCAVATOR TO CONCRETE BOUND PROVIDE SHORING SYSTEM DESIGN. [98.4] PROPOSED SPOT EL EL. = 21.i3' FOUNDATION AS NECESSARY TH1 DURING EXCAVATION AND INSTALLATION S��ATION OF SEPTIC YY TEST HOLE GARBAGE DISPOSER IS NOT ALLOWED 2% SLOPE OF GROUND \ SUMMERBELL AVENUE , DESIGN FLOW: 4 BEDROOMS © 110 GPI = 440 GPD UTILITY POLE \ WATER LINE TO /BE RE-ROUTED USE A 440 GPD DESIGN FLOW / ._. . FIRE HYDRANT \ MIN. 10' FROM ANY /SEPTIC COMPONENTS _ __.. __�__. SEPTIC TANK: 440 GPD (2) = 880 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING \ - _ _ _ _ 50.60' /,to Ex. ROCK WALL USE A 1500 GAL. SEPTIC TANK I \ - - - - - - - Z_ PROPOSED WALL r\--- - - TOW = 27.0' \ 31 S. _ LEACHING: TEST HOLE LOGS 124 \ 0.071 t • 5.2- i o SIDES: 2 (38 + 7.33) 2 (.74) = 134 GPD 26 /AREA DRAIN PROVIDE 90' OF 40 MIL LINER AT 2' BOTTOM 38 x 7.33 (.74) = 206 GPD DANIEL E. GONSALVES, SE 13587 6- { T� I OFF SAS IN AREA SHOWN. TOP AT ELEV. 26.0', BOTTOM AT EL. 22.0't ENGINEER: \ EXIST. DWELL. I I TOTAL: 459 S.F. 340 GPD WITNESS: DAVID STANTON, RS _ I 27 ELEV.VF30 9' 1 i oo USE 4 500 GAL. LEACHING CHAMBERS ACME ORE UAL O ( EQUAL) DATE: 1 1/9/15 I 29 i N � I ti I I � WITH 1.25' STONE AT SIDES AND 2' STONE AT ENDS PERC. RATE _ < 2 MIN/INCH �� �� /. CO EXIST. DWELL. 25% REDUCTION IN SAS AREA VARIANCE REQUESTED I N REROUTE SEE CLASS I SOILS P# 14885 2S NOTE BELOW DECK i c� 5.3,,' 1007' 1 ELEV. z ELEV. i �° 6.1' 30 O» 4 26.5' O„ 27.0' LJ PORCH O 4' MA I D -------- CAUTION: GAS LINE , A A L1 __ z __ CLEANOUT (TYP.)'` 30 IN THIS AREA APPROVED DATE BOARD OF HEALTH 10YRS 3 2 10YRS 3/2 > �9 50.60 NOTE: INTERIOR PLUMBING �• / )a \ Q N TO BE REROUTED AND TITLE 5 SITE PLAN 9 8 C� G G G -" M CONFIRCONNEM FED.ASIBILITYR TO PRIOR OF B B z PLEASANT AVENUE PORTIONTO OFTHE SEPTICLLATION OF LS LS - 74 SUMMERBELL AVENUE � SYSTEM 18" 1OYR 4/4 25.0' 20" 1OYR 4/4 25.3' co CENTERVILLE, MA PREPARED FOR PERC FLETCHER BOOKER M/CS M/CS DATE: NOVEMBER 20, 2015 REV: DECEMBER 30, 2015 (LOT LINES) 2.5Y 7/6 2.5Y 7/6 ? . 01 IW 6 ��� ���aa or M�v � off 508-362-4541 DANIEL y fax 508-362-9880 DANIELA. downcape.com 7� �- A. !•n o OJALA ,dt OJA! U No.46IL ` A No.40980� � down cape endIneering, 18C. 126 16.0 126 16.5 P y o �OF �G1STE� F 5\ you` . civil engineers Scale: 1 = 20 land surveyors NO GROUNDWATER ENCOUNTERED ' ! 939 Main Street ( Rte 6A) 1 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # , 5-294 15-294 BOOKER 1.DWG NOTES SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE 1. DATUM IS ASSUMED MARKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. °cO �n co" 2. MUNICIPAL WATER IS EXISTING ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADES r� TOP FOUND. EL 30.9' FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. 30.0' 2% SLOPE REQUIRED OVER SYSTE �7.029.0' 2" 4. DESIGN LOADING FOR ALL PROPOSED PRECAST MINIMUM .75' OF COVER OVER PRECASTo PRECAST H-FTEE NOTE: MIN. WALL THICKNESS 2" BLOCKS OR UNITS TO BE AASHO H-10 a� orseshoe Ln RISERS (nP PRECAST RISERS ? 2'm 4"�SCH40 PVC MORTAR ALL 5. PIPE JOINTS TO BE MADE WATERTIGHT. ° Locus PIPES LEVEL 1 ST 2' COMPONENTS INVERT IN 25.2' each R . C Gig v 2' (TYP.) 1.25' , 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE F FENDS SIDES 26.03 �o *28.15' 0 GAL H-10 14" yo�aseo�o 0 00,000o WITH 310 CMR 15.000 (TITLE 5.) Rood ° ° °T ��® O r �00� ®® ® r �00 %°0000 7i ` Beach po 26.16EPTIC TANK TEE 5.91 ° o° 6" MIN. SUMP ;000000 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND Loy°°° ° 0000 �®��0�00®0 oca®®o®�oao °a°o NOT TO BE USED FOR LOT LINE STAKING OR ANY GAS BAFFLE::: °°°°o°°°°° 12" MIN. INT. DIM. �i 'o °25.89' 25.72' >°o OTHER PURPOSE. r: 4' UQ. LEVEL (ACME OR EQUAL) +'; 23.2' Nantucket WATERTEST D'BOX 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Sound 0o000ooaoa000000c0000000000000000000000g0000000000`oo FOR LEVELNESS 0o�o° o ° ° ° ° 0oo_ 0 0 0 0 0 0. 3/4"-1-1/2" DOUBLE WASHED STONE H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL (4) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR AROUND PRECAST STRUCTURES UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 38.00' X 7.33' CONCEALED WITHOUT INSPECTION BY BOARD OF PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM COMPACTION. (15.221 [21) ice,DHEALTH AND PERMISSION OBTAINED FROM BOARD � OF HEALTH. ( 2 % SLOPE) ( 2 % SLOPE) ( 2 % SLOPE)MIN. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LEACHING CALLING DIGSAFE (1-888-344-7233) AND FOUNDATION- 26' SEPTIC TANK 1' D' BOX 28' FACILITY 16.0' BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF *NOTE: INTERIOR PLUMBING TO BE RE-ROUTED _ WORK. NOT TO SCALE TO EXIT THE DWELLING IN LOCATION SHOWN ON 11. ANY UNSUITABLE MATERIAL ENCOUNTERED PLAN VIEW. EXISTING TWO INVERTS TO BE CONNECTED INTO ONE. PLUMBER TO CONFIRM SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 226 PARCEL 64 FEASIBILITY PRIOR TO INSTALLING ANY PORTION PROPOSED LEACHING FACILITY. OF THE SEPTIC SYSTEM �- 12. EXISTING LEACHING FACILITY SHALL BE PUMPED VARIANCES REQUESTED: AND REMOVED OR PUMPED AND FILLED WITH CLEAN UNDER MAX. FEASIBLE COMPLIANCE 15.405: LEGEND SAND- (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5.0') & 13. LOT LINES ARE APPROXIMATE. FULL SURVEY SEPTIC TANK TO LOT LINE (10' TO 3.2') 99- EXISTING CONTOUR RECOMMENDED. (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 5.2') & SEPTIC TANK TO FOUNDATION (20' TO 6.1') X 99•1 EXIST. SPOT ELEV. (1c): 25% REDUCTION IN SAS AREA PROPOSED CONTOUR BENCHMARK NOTE: EXCAVATOR TO �98 4] PROPOSED SPOT EL. CONCRETE BOUND PROVIDE SHORING OF EL. = 21.8' FOUNDATION AS NECESSARY SYSTEM DESIGN. TH1 DURING EXCAVATION AND INSTALLATION OF SEPTIC TEST HOLE SYSTEM Y C�� GARBAGE DISPOSER IS NOT ALLOWED 2� SLOPE OF GROUND -LS SUMMERBELL AVENUE m DESIGN FLOW: 4 BEDROOMS @ 110 GPI = 440 GPD UTILITY POLE \ WATER LINE TO BE RE-ROUTED , USE A 440 GPD DESIGN FLOW ti FIRE HYDRANT �\ MIN. 10' FROM ANY / SEPTIC TANK: 440 GPD (2) = 880 SEPTIC COMPONENTS / _ NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING - - _ - _ _ - _ _ _ 50.60' /Ito X. ROCK WALL USE A 1500 GAL. SEPTIC TANK I \--------- - - - - PROPOSED L TOW = 27.0' S.F. _ LEACHING: 3,1 p71 SIDES: 2 (38 + 7.33) 2 (.74) = 134 GPD TEST HOLE LOGS °� 5.2' I •°� 26 • /AREA DRAIN I ' 11 PROVIDE 90' OF 40 MIL LINER AT 2' BOTTOM 38 x 7.33 (.74) = 206 GPD DANIEL E. GONSALVES, SE #13587 I '6- TE4 i OFF SAS IN AREA SHOWN. TOP AT ELEV. 26.0', BOTTOM AT EL. 22.0't ENGINEER: � \ EXIST. DWELL. � I � I TOTAL: 459 S.F. 340 GPD WITNESS: DAVID STANTON, RS x TOP FNDN. _ I 27 ELEV. 30.9' r I USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) DATE: 1 1/9/15 29 i "! WITH 1.25' STONE AT SIDES AND 2' STONE AT ENDS PERC. RATE _ < 2 MIN/INCH /, " `a EXIST. DWELL. 25% REDUCTION IN SAS AREA VARIANCE REQUESTED I ti N REROUTE SEE I DECK CLASS I SOILS P# 14885 Za (D NOTE BELOW 17 7' cb� 5.3' ELEV. ELEV. 30� '0 O" 26.5' O„ 27.0' I Ld j PORCH 0 4' I L------- CAUTION: GAS LINE , MA A A I L-_ Z CLEANOUT (TYP.)" 3® IN THIS AREA APPROVED DATE BOARD OF HEALTH LS LS -tLT--- 10YR 3/2 10YR 3/2 " > 119 50.60' NOTE: INTERIOR PLUMBING 9" 8" \0< N TO BE REROUTED AND TITLE 5 SITE PLAN �G G G G CONNECTED. PLUMBER TO OF CONFIRM FEASIBILITY PRIOR B B z PLEASANT AVENUE PTO ORTION OFTHE OF ANY LS LS - SYSTEM 74 SUMMERBELL AVENUE � 18" 20»10YR 4/4 25 0' 10YR 4/4 25.3' CENTERVILLE, MA PREPARED FOR PERC C FLETCHER BOOKER ' M/CS M/CS DATE: NOVEMBER 20, 2015 n 1 ` REV: DECEMBER 30, 2015 (LOT LINES) 2.5Y 7/6 2.5Y 7/6 �' ,r , _ob t� 9 >� ofn��s, OF orM+q AQ�s� �, %c �S� s� off 508-362-4541 �� fax 508-362-9880. DAN c �° LANIE' DANIEI_ ELA ti° r° DANIELA. �� r downcape.com t o OJALA, n�{: OJC;I� t, A <., CIVIL clv,�_ C.I� OJALA 6 ;;d0wn c4 a engineering inc `1 No. - No.46502 ` ro. 40980 No.40980 - p >f A O °� S, r °FEs s.°< 1 i,a civil engineers 126 16.0 126 16.5 y e Q Scale: 1 = 20 w vo s F'JE + a..:• 9 land serve ors NO GROUNDWATER ENCOUNTERED y 939 Main Street ( Rte 6A) LICE # , 5_294 0 10 20 30 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 40 50 FEET 15-294 BOOKER 1.DWG NOTES SYSTEM PROFILE ALL SYSTEM MARKED WITH CMAGNEETIIC NENTS TAPE OR SHALL BE 1. DATUM IS ASSUMED COMPARABLE MEANS FOR FUTURE LOCATION. (NOT TO SCALE) 2. MUNICIPAL WATER IS EXISTING ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE \ TOP FOUND. EL. 30.9' FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 30.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 27.0'-29.0' 1 4. DESIGN LOADING FOR ALL PROPOSED PRECAST o PRECAST H-10 NOTE: MIN. WALL THICKNESS 2" BLOCKS OR UNITS TO BE AASHO H-10 ? orseshoe Ln RISERS (TYP.) PRECAST RISERS 2'0 4"OSCH40 PVC MORTAR ALL 5. PIPE JOINTS TO BE MADE WATERTIGHT. a° Locus '. LEVEL 1ST 2' I 2. COMPONENTS INVERT IN 25.2' each Rd- PIPES ENDS SIDES 26.03' IN ACCORDANCE (n'P•) 6 CONSTRUCTION DETAILS TO BE algv �*28.1 10" 1500 GAL H-10 14" ., Poo�o�o ° WITH 310 CMR 15.000 (TITLE 5.) Road �• ° ° ° ° ° ° 26.16' TEE SEPTIC TANK TEE 5.91' :. : ° ° ° ®�®® ®®®® ®®®®- ®®® °ogo°o° geaoh °°° °°°°°°° 00OQ0p0�0�0� 6" MIN. SUMP - ;°°°°o°° ®®®®®®®®®®® ®®I ®®®®®®®® °°°°oo°g 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND Lon GAS BAFFLE::, °O0io00o°000� 12" MIN. INT. DIM. cv ;0000�o�a ®®®®®®®®®®� ®®I`�®®®®®®®® °° NOT TO BE USED FOR LOT LINE STAKING OR ANY ;gogogogo OTHER PURPOSE. 4' UQ. LEVEL (ACME OR EQUAL) 25.89' 25.72' °°°°°° °°°° ° 23.2' Nantucket :. .: WATERTEST D'BOX 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Sound 0000000000000000000000000000000000000000000o FOR LEVELNESS I} } ^oo000000000^0^0^00000000000000000„0�0^00000. 3/4"-1-1/2" DOUBLE WASHED STONE `-H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL (4) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR AROUND PRECAST STRUCTURES UTILITIES WITHOUT INSPECTION BY BOARD OF AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS I 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 38.00' X 7.33' �„ HEALTH AND PERMISSION OBTAINED FROM BOARD PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM L� COMPACTION. (15.221 [2]) 04 OF HEALTH. ( 2 2 %% SLOPE) ( SLOPE) ( 2 % SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR MIN. LEACHING CALLING DIGSAFE (1-888-344-7233) AND FOUNDATION- 26' SEPTIC TANK 1 D' BOX 28' FACILITY 16.0' BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF *NOTE: INTERIOR PLUMBING TO BE RE-ROUTED WORK. NOT TO SCALE TO EXIT THE DWELLING IN LOCATION SHOWN ON _ PLAN VIEW. EXISTING TWO INVERTS TO BE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED CONNECTED INTO ONE. PLUMBER TO CONFIRM SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 226 PARCEL 64 FEASIBILITY PRIOR TO INSTALLING ANY PORTION PROPOSED LEACHING FACILITY. OF THE SEPTIC SYSTEM 12. EXISTING LEACHING FACILITY SHALL BE PUMPED VARIANCES REQUESTED: AND REMOVED OR PUMPED AND FILLED WITH CLEAN UNDER MAX. FEASIBLE COMPLIANCE 15.405: LEGEND SAND. (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5.0') & 13. LOT LINES ARE APPROXIMATE. FULL SURVEY SEPTIC TANK TO LOT LINE (10' TO 3.2') 99- EXISTING CONTOUR G " �. RECOMMENDED. (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 5.2') & X 99 EXIST. SPOT ELEV. SEPTIC TANK TO FOUNDATION (20 TO 6.1 ) -� ��/ \2 (1c): 25% REDUCTION IN SAS AREA -[99]-- PROPOSED CONTOUR ��ttt��� BENCHMARK NOTE: EXCAVATOR TO �9$4) PROPOSED SPOT EL. CONCRETE BOUND PROVIDE SHORING OF EL. = 21.8' FOUNDATION AS NECESSARY SYSTEM DESIGN. TH 1 DURING EXCAVATION AND TEST HOLE INSTALLATION OF SEPTIC SYSTEM YYY m '�� GARBAGE DISPOSER IS NOT ALLOWED 2� SLOPE OF GROUND �E-�yYO SUMMER ELL AVENUE DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD UTILITY POLE TER LINE TO � BE RE-ROUTED USE A 440 GPD DESIGN FLOW MIN. 10' FROM ANY FIRE HYDRANT \ SEPTIC COMPONENTS SEPTIC TANK: 440 GPD (2) = 880 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING - - - --- - - 50.60' /1n EX. ROCK WALL \ - - - - - - PROPOSED WALL USE A 1500 GAL. SEPTIC TANK I ------- TOW = 27.0' 31 S.F. _ v LEACHING: TEST HOLE LOGS 124 \ 0.071 t 5•2' 1 SIDES: 2 (38 + 7.33) 2 (.74) = 134 GPD 26 /AREA DRAINS 1 PROVIDE 90' OF 40 MIL LINER AT 2' BOTTOM 38 X 7.33 (.74) = 206 GPD 1 OFF SAS IN AREA SHOWN. TOP AT ENGINEER: DANIEL E. GONSALVES, SE #13587 ti \ 6 EXIST. DWELL. '� 1 ELEV. 26.0', BOTTOM AT EL. 22.0't TOTAL: 459 S.F. 340 GPD WITNESS: DAVID STANTON, RS 27 Y TOP FNDN. _ 1 1/9/15 Q I ELEV. 30.9' 1 00 USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ti� 1 2g i DATE: WITH 1.25' STONE AT SIDES AND 2' STONE AT ENDS PERC. RATE _ < 2 MIN/INCH �� /, " EXIST. DWELL. 25% REDUCTION IN SAS AREA VARIANCE REQUESTED I L CV REROUTE SEE I DECK CLASS I SOILS P# 14885 " 2a/ NOTE BELOW 5.3 1�'7, � ELEV. ELEV. I I �°' 6.1' 3 O„ 26 5' 0" 27.0' I L.L.1 I PORCH 4' ---____ �' CAUTION: GAS LINE MA A A I 3® IN THIS AREA LS LS CLEAN LIT (TYP.) APPROVED DATE BOARD OF HEALTH " 10YR 3/2 8" 10YR 3/2 \C Q �9 0.60 N TO BE IR ROUTED AND ING 9 NTERIOR PLUMB TITLE 5 SITE PLAN _ MG G- G M CONNECTED. PLUMBER TO OF CONFIRM FEASIBIUTY PRIOR B B z PLEASANT AVENUE PORTIONTO OFTHE S PTICLLATION OF Y LS LS - 74 SUMMERBELL AVENUE 18" 1OYR 4/4 25.0' 1OYR 4/4 C SYSTEM 20 25.3 CENTERVILLE, MA PREPARED FOR PERC C FLETCHER BOOKER M/CS M/CS DATE: NOVEMBER 20, 2015 CD REV: DECEMBER 30, 2015 (LOT LINES) 2.5Y 7/6 2.5Y 7/6 s, 1 -- � R ��N of , � �HOF MA6 "> �(NOFMAc °/c4� S,S MAS �� sq air y off 508-362-4541 DANIEL I fax 508-362-9880 1° DAI�iIELA. DANIEL G n O G. �� OJALA / DANIEL A. A. A downcape.com '!" CIVIL o OJALA OJALA e' \+ OJt a y CIVIL No.409L0 �': �� N°.f Jf s' down cope eft dineefiag Inc. 126" �� No.46502 is No.46502 16.5 F�/sT �� �o �� �`� °Fe s� `� ses' o civil engineers 16.0 126 o ° t e> > FSS/ nC1G� c c/STEM C� 1,1N0 ��f Scale:1 = 20 o S land surveyors NO GROUNDWATER ENCOUNTERED2 'b � I 939 Main Street ( Rte 6A) SCE # 15-294 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 15-294 BOOKER G X11 � I