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HomeMy WebLinkAbout0040 TRINITY PLACE - Health 40 Trinity Place Centerville A = 248 — 006 SMEAD No.2-153LOR UPC 12534 amead.com • Mada in USA FM USID IN TH SPRODUCT WE SFI �SR "`° CERTIiIED SDURCWG WWWSRPROGRAMORG TOWN OF BARNSTABLE LOCATION SEWAGE#✓ DYS - VILLAGI✓ ✓1.� i ASSESSOR'S MAP&PARCEL 2 YE-006 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY [?� LEACHING FACILITY: (type) 2s;�Uv J (size) NO. OF BEDROOMS Z ed ('PJ t y OWNER PERMIT DATE: C,, ��(�,-- 1 S� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 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 �b A Z ;r No. Fee THE COMMONWEALTH OF MASSACH Entered in computer: ' .USETTS Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS AppYitation for Disposal *pstem Constr tion Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot �4���+ )l�wL Owner's Name,Address,and Tel.No. 60 c Assessor's Map/Parcel �p �j j' 'Fr,n+ C__-_^}2rLA lk— Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. n ` P Type of Build g: -pp Dwelling No.of Bedrooms �V ES Lot Size Z� a s .ft. Garbage Grinder q g ( ) Other Type of Building No.of Persons_ Showers( ) Cafeteria( ) Other Fixtures �/ Design Flow(min.required) gpd Design flow provided � T� gpd Plan Date—3AL Number of sheets Revision Date Title Size of Septic Tank Type of S.A. Description of Soil Nature of Repairs or Alterations(Ans7_r_w1en4pplicable) ✓1 -�,,9 w►� 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 Si a Date Application Approved by Date Application Disapproved by Date for the following reasons e Permit No. d t S' I f7 Date Issued/�� No. Fee--- _ - r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_a. E, a Yes , PUBLIC HEALTH DIVISION -dTOWN OF BARNSTABLE; MASSACHUSETTS 0$01i>G fibn for*Disposal .�pstrm Construction Permit Application for a Permit to Construct.`( Re air( Upgrade( Abandon( ) 'Com lete S stem El individual Components. Location Address or Lot No. Owner's Name,Address,and Tel.No. 5S e ?C'}""ck,p^ Assessor'sMap/Parcel 76, C-en�erU� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: d ! Dwelling No.of Bedrooms; � V C PO Lot Size Z 1,o j `Z> sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided j y� _ gpd Plan Date L� Number of sheets Revision Date Title Size of Septic Tank `7 DO Type of S.A. ? �-,90 0 (,e,< �Y,r Description of Soil , Nature of Repairs or Alterations(Answer when applicable) ✓) 2� Sys,-�y►•� r 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 BoardI.a_ qJ �2e5 Sig a Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 0 t 6 '7 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-sit Sewage Disposal system Constructed(X Repaired( ) Upgraded( ) y�, l ,Abandoned( )by I �w � ✓fie 1 a, z �� yG .4 K! at L/ �P�✓� ' (. , ( has been constructed in accordance with the prow ions of,Title 5 a/nd tom%for Disposal System Construction Permit No. 2 D o-1 p 7 dated Installer ���a�.-nn-� / Designer #bedrooms — J! rP1Tlt t/�U Approved design flow o gpd The issuance of. is permit shall not be construed as a guarantee that the system will fa ction as designed. Date �-� Inspector 4 L � ( No. 0 ( -7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS -nistlos I .pstem Construction �Prmit Permission is hereby granted to Construct(L Repair( ) f Upgrade( ) Abandon( ) System located at () I r o ' 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:Cons •c/�i/on ust be completed within three years of the date of this permit. Date ( b Approved by cl ' _S Town of Barnstable Regulatory Services Richard V. Scali, Interim Director = ELUMSTABLK NAMPublic Health Division m Thomas McKean,Director V 200 Main Street,Hyannis,MA 02601 s Office: 508-8624644 Fax: 508-790-6304 C (U .ta , Installer& Designer Certification Form Date: 23 Sewage Permit# �o`� ` Assessor's Map\Parcel Designer: ©CeanSLc C seA c Inc. Installer: 0 Address: ?b aL 1 Address: W F 4 r%1<1 Onr,611L I�5' To ►k, ���5 ,� -6,}%ans issued a permit to install a (date) (installet septic system at 40 —rr.n XJ Pi t-ce, C(n4C/\/, 1 e. based on a design drawn by (address) Ge4^+nSto1� Sephc} Inc . dated O �uk- R.ev, nl 0 )16 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I c rti that the system referenced above was constructed i nce with the terms h approval letters (if applicable) kjH of Miss Al LINDA J.o PIN 0 I st ller's Signature) " Cl JILT a-4 5 4 a (Designer's Signature) (Affix Desi p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc t � #7 ' Chris Joyce . IJ7 From: bobrien3@verizon.net Sent: Tuesday, March 10,2015 12:21 PM To: Chris Joyce; John Kenny Subject: Fwd: New Address for Map 248 Parcels 006 &279, Trinity Plc., Cent. Attachments: FinalReport.pdf; ATT00001.htm; RDPERMIT.PDF; ATT00002.htm Chris, You may need this info for the septic permit and for when you talk to John Kenny. I am cc ing John on this. Beth From: "Schlegel, Frank" <Frank.Sch le-gel(Qown.barn stable.ma.us> To: atthebeachcc@yahoo.com Sent: Tuesday, March 10, 2015 11:37 AM Subject: New Address for Map 248 Parcels 006 &279, Trinity Plc., Cent. Dear Ms. O'Brien, Enclosed is the final report for the address reassignment for the parcels identified above. The Assessors' ` Office reported that they are prepared to work with your new plan of land that combines Map 248 Parcels 006 &279 for lots 5,5a &6 as shown on your provided site plans. The final parcel number selected by the, j Assessors' Office is Map 249 Parcel 006.�When the parcels are combined, Map 248 Parcel 279 will be "deleted in entirety. The proposed location of the new dwelling requires a new address be assigned as a direct result of the parcels being combined and the dwelling location. That new address is#40 TRINITY PLACE, Centerville and the property record has been updated.for Parcel I.D. 248006. For the building permit application; please provide copies of this email and the enclosed documents for the other departments review. One other item is required for this new construction. Since Trinity Place is a Town accepted road, you are required to establish a Road Opening Permit for the installation of the new driveway to connect to Trinity Place. I have enclosed a copy of the application for your convenience. The original permit application and regulations maybe found on the town's website at; "town.barnstable.ma.us". When you open the home page, at the top is a directory of sites, click on "Departments" and select"Public Works Admin/Technical Support". Next select"Road Open/Trench Permit or Street Excavation Rules and Regulations". You can also select Road Opening Contractors for a list of licensed contractors approved by the D.P.W. for obtaining these permits. Please contact me if you require further assistance with this response. Frank Schlegel E911 Data Liaison Engineering Records Manager DPW/Technical Support 382 Falmouth ROJRte.28 Hyannis, MA. 601 l. 1 Message `' Page 1 of 1 Schlegel, Frank , i From: Podlesney, Tony Sent: Monday, March 09, 2015 9 58 AM To. Schlegel, Frank is Subject: RE: 34 8,44 Trinity Place, Centerville Frank, I i 248/006 will be the remaining parcel number after the combination. 248/279 will be deleted: We are still waiting to hear back from you about the emails sent to you on 1/14/15 regarding how you want to proceed with property addressing for new parcels.or merges: Thanks, Tony i ----Original Message----- From: Schlegel, Frank_ Sent: Monday, March 09, 2015 9:47 AM To: Podlesney,Tony Subject: 34&44 Trinity Place, Centerville Hi Tony, A Ms. Beth O'Brien contacted me asking for an address confirmation for two,parcels to be combined. I sent her to your office and she called me back this morning. She said she spoke to you and that Map 248 Parcels 006 8,279 were ok to combine and you approved Map 248 Parcel 006 as the final parcel for the building permit. Please respond to this email with your final determination on this for my files so I can determine the proper address for the combination of lots and the !. j building location shown on her site plan. I told Ms.O'Brien I needed written confirmation from your office regarding the parcel number before I could confirm the address for this change. Please let me know if you need more info on this. 4 Thanx., Frank i i l i I r 3/9/2015 ParcelEdit ` Page 1 of 1 7/�49A' tIE v n�lti5'rAt[LE. �y," 1 /f,,�-��.�. .. s '-_...�+"►s : : - Logged In As Pa rCe I Tuesday,March 10 2015 Frank Schlegel Application Center Road System Reports Road System i A' e record has been updated. r j Parcel Detail Parcel ID: 248006 Sewer A.cct: ®� T/R EJ r Update Dever Lot: LOTS 5 &5A4._lc owner: OBRIEN, SHIRLEY A TR v ^� i Co Owner: TRINITY PLACE NOMINEE TRUST Street: 35 TRINITY PL City: CENTERVILLE State: MA Zip: 02632 Location:7 I It TRINITY PLACE Village: Centerville ��, Road Index: 1738 Pri Frontage: 0238 To set road,you can also enter road index and tab out of field. l: �'` l Secondary Road: I Sec Index: 0000 _J Sec Frontage: Visions Location: 34 TRINITY PLACE Last Update] 3/10/201510:27:43 AJ' No. Bidgs: r0 I Account No: 153737 �I Lot Size(acres): 0:3399 0082 State Class; 1300 Year Added: Iv ( Fire Dist: 3 Deed Date: 9/18/2 002 1 Deed Ref: 15610/221 Land Value: 162800 I Bldgs Value: 0 I Extra Features; 0 _� Condo Complex: Building: Unit: f. Update �- 4: http://issgl2/intranet/propdata/ParcelEdii as,x!D 11933 3/10%20:15 ` � - ceNreRVlue, MA ' w:irav .4 f i cPlo vi c:? ! ��oezr s 4i + aw zc,•rsv vinv�cs zwuau ' PAM.+IIP/Y 3S�G OSN.I, tp PVe.W On nCf9, gOafSEIX>RCE PMS'ifUl'11 'M'MLL(/QPAjV'("W,WbNfR rJIIURYPROnL1101, ��.� ••••-��+r�^"�.. f. 'f"' rnn ersrnxnw..xarno^.warc.ula x'.�nr- F .J ,�+� 5LYT/C TANK D-60A' LEACH I FLOW PROnLE CHANMDfR5 51TE LOCU5 M1 vcza•� ��a ry } ; 1Oi95a;5 r.6 �. P LEGEND' ! I - zxmc7eu�nr:�reor PLAN VIEW ' gere�:-�o ;� ,. •`C?t:..•. 0 ,�• •�:' acsczvmror.runNs ox CON5TRUCTION NOTES .+ r 5Y5TEM DE51GN CALCULATIONS'alum WY[w,r'w .ain•rn. it l7f 1 k 4 1. TEST HOLE LOG5 SITE PLAN , �.®.�a m cuwum�wue .+vi.,e u�xa a YwdYJ P,ae,Can f.ri3oi[au•.oe. 1. c ,v zo AU Go fl I �; 3 —11 I; 1 a F- CONCRETE BOUND t FNO) ■ ( EXiS71NIG CONTOUR•— --98 IU' MAPLE 5101 SAF,., w VARIOUS. TREES �� z' 0.09.E ACRES .. _IQ' OAK ti o- LOT 5A AREA 41.01- S.F. ©H LOT 5 AREA 10920* S. N ease 4s• v z v LOT 6 AREA 1 i S2.3,: S. t j tes.z7.- iQ• PINE ` �1 !R i 24" MAPLE �N LOT.5 m t ,y 0.2'5 ACRES 2A' MAPLE m/ ; •� 20' PINE iB' PINE 1; LOCUS MAP Tj _m 10" PINE PLAN REF: 129 135 & 3�F3-49 18' PINE / =OED REF: i z� GGB5 175 & 15G!0.-221 -� 22• 'MAPLE , ASSESSOR'S;HAP: 248/27 SCTBACKS RC, S'L11 RC & RB t tB" PINE 20 -10'-10' C LOT 5 SMACKS RC, 30 -15'-15' i FLOOD ZDNE: G r 1 - , E PANEL NUMBER1 0564 J �I ,T es DATED- 7/16/14 CIO fuu' 15 OAK �'B� m "' OVERLAY D1 STRTCTS: RPCO,P.ESOURCE'PROTECTION. -17 PINE aqy�y HP WELL14EAD PRU1'ECT10N, SALTWATER,ESTUARY PROTECTION }� l0• PINE f{ 0 „ PLOT PLAN OF LAND iit[ I j 24• QAK LOCATED AT: eLOT 23•S F 4�1 TRINITY PLACE Z'�.127 ACRE CEN T ERV.I LLE o MA N , A m' P IS- PINE/ W PREPARED FUR I8'MAPLE I� n ZI'l.'.OAK 15` MAPLE io• �O' BR I EN / DECEMBER .2, 2014 r IB' MAPLEIZ* OAK / REV. 1 / REV= 1 x lREV: � ' � N ' S z4:9•ge. GRAPHIC SCALE YANKEE LAND SURVEY :CO, INC. e jz3.:ss:• s 3z z s 35 6of i 19 ROUTE i4o: LOT .7 / - ) MAIRSTONS MTI LS. MA p i !NCH • 30 =T. TELe 150Q)e2B N035. FAX. 1506)A2P1 5553 I 'YANKEESURVEY&COMCAST.NET W'dW.Y4NXEEGunvEy.NET SHEET 1 .O i I J08-, 55087 JM s I J P�s Town of Barnstable Department of Public Works , Technical Support Division k i 382 Falmouth Road I Hyannis, MA 02601 LOT 5A --------- MAP2_48 '--= L T 5 M 8 ,- 'IPR P.DRIVE�g 4 2 248 r = -' 0• 0 10 44 35 ............ pp .. .r'y #40 ROT-6 ` 1 i 1 LOi 16 o ' 1 MAP a 8 MAP 228 r, - # 28 M�� � 248 643 0.02 MAP 248 «, 0 0� .#89 1' PROP.DWELLING ># 45 - a; P2 MAP 228 ►- - 2 8 ,a = 043 0.0F3 _ P 24 I J;' #'24 , �.90 i basemapsAgn 3/10/2015 10:27:02 AM' , r NO SC-4- Ue7 , PropertVI!nea•shown on.thla plain are for asseseing'purposes only ` and do not represent edtual reletlonshlpc'to physical obj i f - Town of Barnstable � Department of. Publlc Works TechnlcaI Support Division 382 Falmouth Road _ Hyannis, MA 02601 1 I - x �- --�LOT-SA MAP 24.8 ' 1 _ �01.5 M . 8 f " PRQP.DRIVE- 8 I5 _- MA_P 248 � 2 � 248 0 0 610 0 3 - 035 44 0 I I • #40 i 1 L0 6 D 1, ; MAP '8 ?8_ g MAP 228 # 28 ' 0 4 3 - 0 0 2 . I`!I 248 MAP 248 ,� 8 7 4 !' # 54 0 0 g '�,PROP.DWELLING # #.45 P2 ' MAP 228 / 28 '° - I 043 - 003 _ P24 , t 2 S # 64 ... Ml -Z � # 24' 90 , , - - I # 26 basemaps.dgn 3/10/201510:2708.AM 4 t NO SCA L,67 , - i 4 Propel nnm sham on trlo plop g purpoe a a�11 giant ccWd eeletlonohlpa to phyaW a t; PareelEdit ` Page 1 of 1 S. iLogged In As:. Tuesday,March 10 2015 Frank Schlegel Pa rce Application Center Road System Reports Road Svstem Parcel Detail Parcel'ID: 248000--j I Sewer Acct: TAR FYJ- e Deve� LOTS 5&5A Owner: OBRIEN, SHIRLEY A TR �'`� ±� 1 ' Co owner: TRINITY PLACE NOMINEE TRUST �. •f Street. 35 TRINITY PL J i- City; ICENTERVILLE J State; MA Zip: 02632 --------------- Location: 34 TRINITY PLACE Village: Centerpille �� Road Index: 1738 �� Pri Frontage: 138 To set road,you can also enter road index and tab out of field. Secondary Road: Sec Index: 0000 Sec Frontage: Visions Location; 134 TRINITY PLACE I Last Updated: --------------- No. Bldgs; �0 —� Account No: 153737 Lot Size(acres): 0.33999082 State Class: 11300 Year Added: 0 Fire Dist: 3 Deed date: 911 812 0 0 2 Deed Ref: 15610/221 Land Value: 162800 Bldgs Value: 0 I Extra Features: Condo Complex; ( Building: Unit:r� i . Update http://issgl2/intranet/propdatWpledit.aspx?ID=PL17933 3/10/2015 PareelEdit Page 1 of 1 �TFII 1A14 Logged In As:Frank Schlegel Parcel Tuesday,March 1.0 2015 Application Center Road System Reports Road System Parcel Detail Parcel ID;. 248279 ®� Sewer Acct: _ j T/R E5 rUPdate Devel Lot: LOT 6 + V Owner: OBRIEN, MARK T Co Owner: ' Street: 135TRINITY PL City: CENTERVIL-E State: MA Zip: 02632 Location: 44 1 TRINITY PLACE Village: Centerville Road Index: 1738 Pri Frontage: 100 To set road,you can also enter road index and tab out of field. Secondary Road: Sec Index: 0000 ' sec Frontage: 0 Visions Location: 44 TRINITY PLACE I Last Updated: No. Bidgs: 0 I Account No: 156583 Lot Size.(acres): 0.26999541 State Class: 1300 Year Added: 0 ( Fire Dist: �3 j Deed Date: 4/15/ 9989 Deed Ref: 6685/175 Land Value: 1.59300 Bldgs Value: F � Extra Features: 1 Condo Complex- I Building: I Unit: UPdafe, i http://issgl2/intranet/propdaia/pledit.aspx?ID=PL 18224 3/10/2015 P/IV f. ?I �P E . 70.O0 I c h Q C 4.. ` 2 y48/S•i n C u ' y telf/ 4 Co 11000 /2000 —moo° a ga /119 w % a �C 7s g' 4ao,,, o� t o 1►12 yd-2?tj,_ro t i. o ' 7 - 9ag¢OE. 0-3 WF:Tr+C U 0 0010 ¢ .APPROVE' 11 e•i I t -,: i, 'i r�. i �" 0 2400 O ��✓ A -1 tiUl i,tij \�... y�g/ g -.: � Ft)1R I .I J:?vF_Y 'A., -c'.,• . 1fg/E ..,V;'/2o9pa, 157BO ,o�• I�� .�.r;_�art.vTAFltt ..+ r � 0. �V Qese�Ye - f Jv .A ; �) PLAN of LAND 4J C.ENTERVILLE, MAss. PROPERTY OF ! ; TEPH_ EN B MARGARET C. O*BQIEN Scale:lmcha5ofee Auqu.*t Sr 6eame } Kellogq Civil Engineers. :. 1038 Ek 28892 P 213 023492 05-26-2015 ,a 03=38P DEED RESTRICTION WHEREAS, Shirley A. O'Brien,Trustee of Trinity Place Nominee Trust u/d/t dated September 16,2002 and recorded in the Barnstable County Registry of Deeds in Book 15610, Page 216 having a mailing address of 35 Trinity Place, Centerville,MA 02632,is the owner of Lots 5 and Lot 6 Trinity Place located in Centerville,MA,and being shown on a plan entitled"Plan of Land in Centerville, Mass., Property of Stephen B. and Margaret C. O'Brien,August 29, 1956,Bearse &Kellogg,Civil Engineers",which plan is duly recorded in Barnstable Registry of Deeds in Plan Book 129,Page 135 and Lot 5A Trinity Place,Centerville,MA being shown on a plan entitled"Plan of Land in Centerville,Mass., for Stephen B. O'Brien,Nov. 17, 1980,Baxter&Nye,Inc. Registered Land Surveyor",which plan is duly recorded in Barnstable Registry of Deeds in Plan Book 348,Page 49. WHEREAS, Shirley A. O'Brien,Trustee of Trinity Place Nominee Trust,as the owner of said lots has 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 the lot created by combining Lots 5 and 6 on Plan Book 129,Page 135 and Lot 5A on Plan Book 348, Page 49 as a pre-condition to containing a disposal works construction permit in compliance with 310 CMR 15.00 State Environmental Code, Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and authorizing the issuance of a building permit 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. NOW,THEREFOR, Shirley A. O'Brien,Trustee of Trinity Place Nominee Trust does hereby place the following restriction on the above-referenced land in accordance with her agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: Lots 5 &6 Trinity Place, Centerville,MA shown on a plan which plan is duly recorded in Barnstable Registry of Deeds in Plan Book 129,Page 135 and Lot 5A shown on a plan which plan is duly recorded in Barnstable Registry of Deeds in Plan Book 348,Page 49, are to be combined to create one lot and the one lot may have constructed upon the lot a house containing no more than two(2)bedrooms. Shirley A. O'Brien,Trustee of Trinity Place Nominee Trust agrees that this shall ' Bk 28892 Pg214 #23492 be a permanent deed restriction affecting the house located on the lot created by combining Lots 5 &6 Trinity Place,Centerville,MA,and being shown on the plan recorded in Plan Book 129,Page 135 and Lot 5A Trinity Place,and being shown on the plan recorded in Plan Book 348,Page 49. For title of Lot 5 & 5A Trinity Place, Centerville, MA see Deed recorded with the Barnstable Registry of Deeds in Book 15610, Page 221 and for title of Lot 6 Trinity Place, Centerville,MA see Deed recorded with the Barnstable Registry of Deeds in Book 28873,Page 61. Property Address: 40 &44 Trinity Place, Centerville,MA 02632 Executed as a sealed instrument this Q day of May,2015. Trinity Place Nominee Trust Shi ey A. O' 'en,Tru tee COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this O_day of May,2015,before me,the undersigned notary public, personally appeared Shirley A. O'Brien,Trustee of Trinity Place Nominee Trust, and proved to me through satisfactory evidence of identification,which was a YlLre�. Dr1ley i to be the person whose name is signed on the preceding or attached document,and acknowledged to me that she signed it voluntarily for its stated purpose. IY Public: commission expires: BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register :111i Message Page 1 of 2 Stanton, David From: Schlegel, Frank Sent: Monday, June 08, 2015 12:11 PM To: Stanton, David Subject: RE: 40 Trinity Place, Map 248-006 Hi David, As I have always said (and managed to keep out of hot water...most of the time! _). When in doubt; check it out! Wow, you look deep on this stuff. This can be good and bad. When I was mapping subdivisions and other miscellaneous changes to the Assessor's Maps, (this ended last year with me but I'm always available to look at some property/road title/plan issues) I used to,review the deeds & plans of record to identify just what the property owner was trying to accomplish. It gets real tricky. You actually end up checking the "time: stamp to see what minute/second the deeds were recorded to keep them in a progressive order. Thank goodness there are "others" that are responsible for this work since title searching can involve licenses and title insurance. When the owner called me looking for her"NEW" address, I had to insure this went before Assessors for evaluation and a commitment to a final parcel number. An assessor checks the title names on multiple deeds. The laws in Massachusetts allow property owners to mix& match properties it valid recorded deeds & plans as long as everything lines up. If it doesn't, the"OWNER" could have serious liabilities. Because we are not licensed title searchers, we, the town, do not have that liability. We review these things to TRY to make sure everything lines up but it is the owner's responsibility to get it right. How do we know if they have provided us with "ALL" the current info on the land and besides; what stops them from going out after and changing the deeds AGAIN and throwing a new construction into a non-compliance situation. As I said, when in doubt, check it out. If you really NEED this info beyond another department's.confirmation, be very careful what is said and done! Now for this mess. You only have "PART" of the story here. The owners had two parcels (Map 248 Parcels 006 &279) that was comprised of three lots (lots 5,5A& 6)! They wanted to combine them into one parcel. When this took place, I had them check with the Assessor's Office. I needed Assessor's to send me the answer whether they would combine them and which Map/Parcel number would be used for the final account. In this case they stated Map248 Parcel 006. Here you need to be careful. Map 248 Parcel 279 was to be deleted and combined with Map 248 Parcel 006. Map 248 Parcel 279"WAS" Dev. Lot 6 and it is easy to confuse the developers' lot number and the Assessors Parcel number. So, below should explain what happened: ORIGINAL: MAP/PARCEL DEV LOT ADDRESS OWNER Deed Book/Page . 248/006 5,5A 34 Trinity Place Shirley A. O'Brien, Trustee of Trinity Place Nominee Trust 15610/221 248/279 6 44 Trinity Place Shirley A. O'Brien, Individually 28871/303 (Note: The above two parcels don't have an EXACT name match) A new deed (Deed Bk.28873 Pg.61)was drawn up from Shirley A. Obrien, Individually "TO" Shirley A. O'Brien, Trustee of Trinity Place Nominee Trust for Map 278 Parcel 279, Dev. Lot 6 to align the deed for that parcel with the deed for Map248 Parcel 006, Dev. Lots 5,5A. This aligns the names on both deeds for both parcels and Assessor's can combine using the old plan and not need a new one! See how this works in this case? As far as the area of the property goes; the plan calls for lot 5 as 11,000 sq.ft. and lot 6 as 11,900 sq.ft. The lot 5A by description was part of lot another parcel and the new plan I sent you calls for 4,101 sq.ft. This should speak for itself unless there is a serious area problem. Let the surveyors deal with property area. As far as the road goes, these deeds are for the description of the PARCELS and not the road. Regardless what they have listed on this deed, especially when they contradict each other, it doesn't mean a thing. Besides, this is a TOWN road so our layout holds as a 40' wide taking. The original subdivision called it 40'wide and the town took a 40'wide "EASEMENT" for the road. If the deed didn't agree in the parcel description, then there would be a -6/8/2015 V" Message Page 2 of 2 problem. Like I said, thank goodness this is someone else's responsibility. I still get involved in these things for this department and my 911 projects. If you need to do this on a regular basis for your job, we need to talk some more to see what you can do to see how to align this information to make sense of it all. Please let me know if you need more help on this. Thanx, Frank -----Original Message----- From: Stanton, David Sent: Monday, June 08, 2015 9:18 AM To: Schlegel, Frank Subject: 40 Trinity Place, Map 248-006 Good morning Frank, I'm not sure if you are the guy to run this by, or if maybe it would be the Town Attorneys, Tom McKean said that maybe I should check with you first. Attached please find the first pages of 2 recent quitclaim deeds. I have highlighted my concerns, but I don't know if it means anything or if it is ok. They both list "Shirley A. O'Brien", however one document says"individually" and one says"trustee of Trinity Place Nominee Trust u/d/t dated September 16, 2002." 1 know you said they had to be identical, I wasn't sure if this meets that requirement. One says"by 40 foot way" and the other says"by 30 foot way", again, I don't know if this is an issue or not. Finally, the one says"11,900 11,900 square feet." it looks like another typo with an additional lot size figure. Thanks for any assistance, or if this is something you think I should refer to the Town Attorneys for review. Thanks, David 6/8/2015 o � PPd ace /(7a Yk 'own of Barnstable P# (e°` Department of Regulatory Services RAmerABLK - Public Health Division Date s639 4�� 200 Main Street,Hyannis MA 02601 ArED Mlh'�AA` Y Date Scheduled -� Time Fee Pd. —O- 0 ---, Soi Suitability Assessment for Se e DI Performed By: Witnessed By: � LOCATION& GENERAL INFORMATION Location Address Owner's Name S A 1"J ! 0 ✓`t�n) 9-1 rlAjj 0 Vk.}e r v I l Address . Assessor's Map/Parcel Z �D/_ Engineer's Name �1N .4 t NEW CONSTRUCTION 8 tP REPAIR Telephone#(510 E Land Use StSi r.,�° ' %Slo es "' P ( )—�—,11°-- Surface Stones o Distances from: Open Water Body�wC ft Possible Wet Area 2�ft Drinking Water Well NIA ft Drainage Way J ft Property Line © ft Other I fZ ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) -rP-'2 7f9 - 4 � Parent material(geologic)L(i ia -k Depth to Bedrock })-co I --e&Wdi tj�� ����Depth to Groundwater Standing Water in Hole: N 1 A Weeping from Pit Face Estimated Seasonal High Groundwater [4' DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil mottles:_ in, Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor �4 Adj,Groundwater Level PERCOLATION TEST bate , Time„ Observation r Hole# , I_ 79-3 Time at 9" Depth of Perc 1+ , Time at 6" Start Pre-soak Time @ 0_co N 00 Time(9"-6") _ End Pre-soak Rate Min./Inch G1-I1t�n�„J UZ %IA)Ie%ck Site Suitability Assessment: Site Passed z Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTICIPERCFOR.M.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,% vel M LS jo 10 �-� -NI C So►nd 10 2 �� t3 -- I10 Cz M 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) - A -M 1'�s Io`I2-''IZ 31 -IiG C1 f)-CSid 16LAL 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) b4� F-MLS y� 21t 3cl Mts 0 !0L 3°, - s C RA-C Sand . 10 I(L "k I u Ct, C spnd i0-1► L �) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%GraytI (h L- s-a4 6 (`BLS 10 ay -►-LO c M-C- ID Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No V' Yes Within 100 year flood boundary No 7 Yes Depth of Naturally Occurrine 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? -�— If not,what is the depth of naturally occurring pervious material? Certification ` I certify that on a— (date)I have passed the soil evaluator examination approved by the Department of En ironmental Protection and that the above analysis was performed by me consistent with . the required t i g,expertise and experience described in 310 CMR 15.017. Signature PDate Q:\SEPT1C\PERCFORM-D0C RM.DOC r= O' Brien _ Residence ,. Trinity Place Centerville, MA N ,Li'Lt ,Z0'OZ „6 L,£O.SO S cot r 3 „CZ,8 t.L0 N \, NO2 a N� O& 3NO2 u1%:� ZLd p w \ f y 0 -n\,I O ^ _ 3 -� PO!-. ' pNj N � t � Wf �J \ 1� Lo o LO �o J O p ' o 41 r . ,00.00l I �� N, �-. ,00'00i--: „tit,,60.0I. N 3 „0Z,0L.0L N 3 .,0Z,0L.0L N �- �' % � 1 �., 2S design : >a ,• \ \ 3 oakland way mattapoisett, ma 02739 ARCHITECTURAL SITE FOR LAYOUT PURPOSES ONLY. SITE REFER TO CERTIFIED PLOT PLAN FOR ACCURATE LAYOUT_ SCASLE AND LOCATION. . A- 0.0 PERMIT SET 01 FEB 201-5 EAS N.T.S. O'Brien . . Residence SHEATH BOTH SIDES 44 Trinity Place NAIL 8d @ 4"/ 12" SILL Centerville, MA BOLTS(p 24".O.C. W-1 1/Y t3'-8 1/a' SHEATH BOTH SIDES PATIO NAIL 8d @ 4"/ 1 2" 7-V -1 1/a• 7- t/Y s'-10 t/a• p s � -8' 4-B ^ O N — — — GARAGE O® EX m C LIVING/ 0 TER I M TE �' 28 X 28 I DINING BATH I BE 00 1 n ND BATH0- I G X 27 9 X 1 2 13 I G to _ Imo m a - -- x8 ® ® El O 0 A � I I ATNII D ___REF �_ CLtOI KIT EN �� 9AN t2 16 I 17I bFFI Eb 71 1 I I ENTRY CLO II I X 1 OL_ 8 X 8 L_-J 5-6OVEN 11'-0 3/a' S-9 3/a 1 4-51/Y 7-s' - 7-e' 3'-0' 5-0 3/a' -3 3/4' 5•_ 0 11'-3 3 ' 27'-8' 1 18-1 1/ 8'-8 1/a• 24-8' . - ❑ - 25-V COVERED DECK ❑ - - - ❑ ❑ ❑ ❑ SHEATHING NOTES: eSdesignB ALL SHEATHING 7/1 G 3 oakland way STR-I PLYWOOD mattapoisett, ma 02739 NAI LING 8d @ G/12 ffYr) r, "� r BLOCK @ ALL JOINTS FIRST FLOOR 3 PLAN tr�►4taPtttr�� �w Y MA 9 0 F LO=O " PLAN A- 1 1 4SC PERMIT SET 31 MAR 2015. EAS AS NOTED O'Brien . . Residence : 44 Trinity Place Centerville, MA I — __j CO 3 S BEDROOM A C b 0 i B TIi CN 1:1 6 IO CV LINEN 0 N p A ® ® u ATTIC A-5.1 DN /\ *0 wq 0 / \ ® ® 5HEATHING NOTES: 9 �6 AR lir ALL SHEATHING 7/1 G ��t�� ` �• $4R„ �'�, 5TR-I PLYWOOD designa ALL NAILING 8d @ G/1 2 eS . No.20563 3 oakland way . MAVA40t8E1Ta y mattapoisett, ma 02739 B C y�` A5.2 c�„ of vag SECOND FLOOR PLAN 2 N D FLOOR ATTIC PLAN SCALE: 1/8" = 1'-0" A- . 2 PERMIT SET 31 MAR 2015 EAS AS NOTED. O`Brien Residence 44 Trinity Place . Centerville, MA ® PHOTOELECTPJC SMOKE t. . CAR50N MONOXIDE DETECTOR BASEMENT PLAN SCALE:N.T.S. \ I ❑ O I I GARAG H I O LIVING DINING MA5TER B H i MA5TER BEDROO BA 2 ; O ' \ I MUD ROOM DIN \\ I I I I 1 PHOTOELECTRIC SMOKE 1 AN o KITCHEN ; DETECTOR I-, _ 1 OFFIdE DRESSt HEAT 1 ST FLOOR PLAN S ; 1 I ENTRY O DETECTOR SCALE:N.T.S. L---- i 0 0 cJ PHOTOELECTRIC SMOKE CO CARBON MONOXIDE DETECTOR CEO —J PERMIT SET ��� E?S desi n BATHBEDROOM O �� 5 � - 3 Oakland way LINEN ® KQ,Z0563 := mattapoisett, ma 02739 R!A'Ct�1&E�fo ,y g u C4� ATTIC P 5 DN n C A M _ m ofELO SMOKE ALARMS 8o � 2ND FLOOR PLAN �\ ■ SCALE:N.T.S. / 31 MAR 2015 EAS AS NOTED CENTERVI LLE, TOP OF FOUNDATION 24"diameter caverete covers MA FL=104.0 raised to WMIn 61of hnish grade (or as noted) PLAN REF: ! 29-135 345-49 10 EL=/02.0 rL=102.O(mrn) EL=/02.0; a=101-3-102.3t DEED REF: GG85-175 4 15G 10-221 0 1 /\X/j ZONING OR'S MAP: SPLIT RC RB _ M SETBACKS RD: 20'-10'-1 O' y /0/.2± /�0+ c 20'-10'-10' lor.of SETBACKS RC: � PANEL OOD NUMBER: C MBER: 3 . FGPUT�YT/LEPABRIC 25001 C 05G4 J Pine Street Centerville i00�501� 100-05 it) (INPLACEOF l/4"-1/2'PPA5TONE) DATED: 7/!Gf 14 0 99.Bo 99.57 99.40 95,20 J - - -�` .3/4"- I-1/2"STONE OVERLAY DISTRICTS: RPOD; RESOURCE PROTEGTION a WP WELLHEAD PROTECTION, SALTWATER ESTUARY PROTECTION g72O THIS PROPERTY IS IN A ZONE 11 OF A PUBLIC WATER SUPPLY ,..... /2 -# 1'--- 23� �OV' /2,� TWO(2),5H©RE'PkECAST 500 gent Run GALLON LEACH CHAMMR5 WITH 6 2"' Q 3 �` w DB-6 4`OF 5TONE ALL AROUND LOCU5 1500 GALLON (H-20 Rated) (END V/ff") 6 a: EL=B9.0+(BOTTOM OF TEST HOLE) ca = .5fPFIC TANK r DOx LEACH FLOW PROfILE Ch'AiV18 i�S NOT TO SCALE 517E LOCUS LOT 5B 1 LOT 5A S 81°1330„ NOT TO SCALE 4101±5.F. E 0,09 ACRES 103.240 a a s 4 6fl -' pd 4 18'MAPLE e *.� . a od P 'ded s Pave TWO(,2)SH Y DRfPRECA5T 500 � 4 a a ° ° 4 a a o a 4 GALLDN LEACH CHAMBERS WITH �` 4'OF5TONEALL AROUND o °. a 1 4 o LEGEND d eq. o ~' EXISTING SPOT GRADE 4 �: ;2: 5 PROPOSED SPOT GRADE 4' 8.5' 8.5' 4' 1 LOT 5 105•27° , , a 10926±5.F. e `6`- `- 18"PINE `I 241 ----- - EX15TING CONTOUR 0,25 ACRES _ 24- PROPOSED CONTOUR WATER SERVICE LINE E ELECTRIC SERVICE ' u UNDERGROUND UTILITY LINES m ro GAS SERVICE LINE exist" 0 e C� o c o �� o N Appro "ate eL p O�g 9 -Z w � - I - TOP OF BANK `--- Location r. --e--¢- LIMIT OF WORK ' o `t of ele eSe roc, EDGE Of CLEARING ctrrc � V�d ' �--•�-»_ FENCE D-Box 18"PINE f / TEST HOLE LOCATION (, L i t SEPTIC TANK ocatran of DB D15TRIBUTION BOX Wate�R � Zr -_- _-_- © '"" o u �`�' 5AS SOIL ABSORPTION SYSTEM PLAN VIEW Existrn9,2 Bed R o tip% Reserve RESERVED FOR FUTURE U5E v nt DwellingrooM - �O `fl-+ UTILITY POLE SCALE: 1" _ 10' � �~ � '^ .r ��`O Top of Pou G CATCH BASIN on z 18"PINE-. EL--/04.0± LOTS 5a, 5, * G FIRE HYDRANT >s t DRINKING WATER WELL >z Area=2G,850 S.F.± t ■ CONCRETE BOUND EXISTING TREES M - C/8 FND t 01m" t o BENCHMARK /- TopConcreteBound �4pe EL=100.5 (Assumed Datum) Catch \ - \ 7 j 3"P W P min 1 O'rrrtn c - BaSin �. CONSTRUCTION NOTE5 5Y5TEM DE5IGN CALCULATIONS y ` � - - 1�P E- -3 Ds ' 6?1.)ALL WORK SMALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5 (31 O CMR !5.000): SEWAGE DESIGN I=ZOWREL?U/RED:2 BEDROOM DWELL/MG Q //O 690/BE0ROOM STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION =220 GPD REQUIRED(MINIMUM DE5/61V OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL REQUIRED BYT/TLE5=330 GPD) OF 5EPTAGE,AND THE LOCAL BOARD OF HEALTH REGULATIONS. > 24"OAK !> SEWAGE DE5/GN FLOW PROI41DED. TWO(2)500 GALLON LEACH CHAA49f?S WITH 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR 4'OF5T0NEAU AROUND VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE,SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. t/t=((25.0x /Z.B3) f 2(25.0 / I2.83)x 21x.74 _ f r`; ` \ ?fir rTp=4 =349,3 GPD PROIRDED �+ og 3.)TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE O 101 MECHANICALLY-COMPACTED BASE ON 51X INCHES OF CRUSHED STONE. 349 GPD PROI4IDED>330 GPD REQUIRED fl \ ~ fr SPRUCE 12, 1E w P t I `� a/ ! N 4.)COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX,AND THE 5tMC MAW CAPAC/TYREQU/RED.• 330GPDX200%=GGOGPDRFQUIRED SOIL A55ORPTION SYSTEM SHALL BE RAISED TO WITHIN G"OF FINAL GRADE. LEACHING FIELDS, I I o0 TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT SEPTIC TANK CAPACI7YPROVIOED: 1500 GALLON f R' OVIDED(MIN/MUM ALLOWED) I$"PINE LEAST ONE(1) INSPECTION PORT CON515TING OF PERFORATED 4"PVC PIPE PLACED VERTICALLY TO r -" `� , ------I p THE BOTTOM OF THE SOIL AB50RPTION SYSTEM WITH A CAP,TIED WITH MAGNETIC MARKING TAPE, A GARBAGEDISPO5AL 15 NOTPERM/TTED H477Y TH15OE5I6NFLOW ACCESSIBLE TO WITHIN 3"OF FINAL GRADE. 1511\MAPLE %' o 5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A - w� MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2%FROM THE BUILDING TO THE SEPTIC TANK,AND NOT LESS THAN I%OTHERWISE. I LST 1 IDLE LOI:J.J ` _ t �. � I8"MAPLE G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4"DIAMETER SCHEDULE 40 3 PVC(OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLE55 OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR A5 NOTED. Test Hole#) (EL=!03.4±) ` 10"OAK r` / `- 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO(2)FEET BEFORE PITCHING Depth Layer Sod Class Soil Color Comments "- TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN r t, 9,9 DISTRIBUTION. --2- A Fine-Medwm Loamy Sand 1 OYR 2/2 2"-2G" B Medium Loamy Sand I CYR 5/G r �� 20-85" C I Medwm-Coarse Sand I OYR 4/G Perc @ 45" ` �� -~ J LOT G 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN 85"-120" C2 Medium-Coarse Sand 1 CYR 5/2 / I . ORDER TO PROVIDE A WATERTIGHT SEAL. _ -- 027 27 ACRES o 9.)HEAVY EQUIPMENT 511ALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. ' / S 79049� L '-' °, `' Test Hole#2 (EL=102.8±) r 4O'► o f :� t E 123��, 10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH r t yr t MAGNETIC MARKING TAPE. Depth Layer Sod Class Sod Color Comments LOT 0"-G" A Fine-Medium Loam Sand I CYR 2/2 I I.)THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION SYSTEM, y G"-31" B Medium Loamy Sand I CYR 5/G t 12.) FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL RECEIPT OF THE 3 1"-120 C I Medium-Coarse Sand I OYR 4/G '' t CERTIFICATE OF COMPLIANCE,THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM, t t 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE 5Y5TEM AS DESIGNED UNLESS t CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE Test Hole#3 (EL=101.9±) / REV.IION 01i05/I G: Revised House and Septic Location DESIGNER, Depth Layer Sod Class Soil Color Comments REVISION 03/24/15: Revised to 2 Bedrooms, 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER, THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE O"-9" A Fine-Medium Loamy Sand 10YR 2/2 DISPOSAL 5Y5TEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE 9"-39" B Medium Loamy Sand I OYR 5/G REVISION 03/1 2/15: Revised Address and Map Parcel Designation, PLAN. APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. 39"-85" C I Medium-Coarse Sand 1 OYR 4/G Perc @ 52" SITE L A{�E Of Q.�`�" qc Prepared far: 15.)LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBL 85"-1 20"E FOR C2 Medium-Coarse Sand 1 OYR 5/2 j `1�( � L1NDq J. ti� DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO SCALE: 1" = 20' PINTO �, O'Brien COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT 15 NOT LIMITED TO, REQUEST5 TO MGSAFE, ' 35 Trinity Place, Centerville; MA 02G32 ANY PRIVATE UTILITY COMPANIES,AND THE LOCAL WATER DEPARTMENT, Test Hole#4 (EL=99,0±) 1 G.)CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING WITHIN Depth Layer Sod Class Soil Color Comments �oF�A�"OiST Proposed Site * Sewage D15po5al System THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. i CERTIFY THAT i AM CURRENTLY APPROVED BY THE SS/O Er n i c'�'� 40 Trinity Place, Centerville, MA 0"-5" A Fine-Medium Loamy Sand I CYR 2/2 DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO +'g 17.)CONTRACTOR SHAH L VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY 5"-24" B Medium Loamy Sand 1 CYR 5/G 31 O CMR 15.017 TO CONDUCT SOIL EVALUATIONS AND THAT 1 1 ' Pre ared ' SEPTIC SYSTEM COMPONENTS. 24"-120" C I Medium-Coarse Sand I CYR 4/G THE SOIL ANALY515 HAS BEEN PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. 51TE PLAN SHALL NOT BE USED DESCRIBED IN 3 ID CMR 15.017. 1 FURTHER CERTIFY THAT THE FOR STAKING, OR ANY OTHER PURPOSES. RE5ULT5 OF MY SOIL EVALUATION AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, ARE ACCURATE AND IN 19.)TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE,TITLE 5, SOILS CAN BE VARIABLE DATE OF TESTING: 0 1/08/15 P#14G 14 ACCORDA E WITH 310 CMR 15.100 THROUGH 15,107 AND TEST HOLE DATA 15 NO GUARANTEE OF 501L CONDITIONS IN OTHER AREAS. IF SOILS DIFFER SOIL EVALUATOR: LINDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC. INSPECTION NOTE: FROM TH05E SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO BOARD OF HEALTH AGENT: DONNA MIORANDI, BARNSTABLE HEALTH DEPARTMENT MUNSIDE PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C"LAYER ��, PRIOR TO FIIJAL INSPECTION BY THE ENGINEER,SYSTEM 0 20 40 GO SEPTIC NO GROUNDWATER ENCOUNTERED Un a J. Pinto, ;Certified Soil Evaluator NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. ENGINEERING DIVISWN SCALE 1"=20' P.O.Box 201, Brewster,MA 02631 Phone:(508)896-1513 C:\Ocean5ide\05-Trimty\05-Trinity-5D5 Plan.dwg Date:01/2-5/15 1 Scale: As Shown I By: LJF` I Check: MLA I Project No.OS15123