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HomeMy WebLinkAbout0033 SECOND AVENUE - Health 33 SecondAvertue .. Osterville P A = 116 065 i r o- K a k F E i v i o � TOWN OF BARNSTABLE LOCATION xCQ n^/ , , SEWAGE# VILLAGE UUd ASSESSOR'S MAP&PARCELUJ INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY — LEACHING FACILITY.(typeLl-) 1k-Ze Ycj,, D e) NO.OF BEDROOMS 3 OWNER PERMIT DATE: 1 COMPLIANCE DATE: I 3 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 l t tT > t I o S No.W 2,0&) — WV°I Fee obi 57,90 BOARD OF HEALTH TOWN OF BARNSTABLE 0(ppYication -for Yell Con5truction Permit Application is hereby made for a permit to Construct N), Alter( ), or Repair( ) an individual well at: 33 SQ_c,-,,n� Ay--e.. , loG.5 Location-Address Assessors Map and Parcel Owner Address _ oY,��vei� ,1���jy�9►:�h 17- 0{.�- , 0,A W 02ta553 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well Ck��C� Q�i C- Capacity 20 t qP'v,` Purpose of Well AC�,i!�Jn qy\ Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed �° Z7_ ZAZb Date Application Approved By �. Date Application Disapproved for the following reasons: Date Permit No. 00-1 Issued Q V AP 7A ate BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS yyISS TO CERTIFY,that the individual well Constructed(90), Altered( ), or Repaired ` �ii ( ) by UPS ►--n D�nd y Q�1\\ b-c�"� yA �yy- c n 1 Installer at i�i has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector 1F fi A \ No.VvZU VU Fee G f5-d9J BOARD OF HEALTH TOWN OF BARNSTABLE 2pplicatiou if or Yell Cougtructiou Permit Application is hereby made for a permit to � Construct(,O, Alter( ), or Repair( an individual well at: y Location-Address Assessors Map and Parcel Owner Address V�+Q.,\ i J��\�.;'(�5,,\1h L L 01. - 1Y3 3 s 0�( �`n S , IAA aZt�5 3 Installer-Driller Address Type of Building Dwelling _._,_..._. 5 Other-Type of Building No. of Persons v�.,n-.- .r.-.-^.s_n .'.:'.^r '-.-li._ u; y,.�._w,��'.rS .?F.s��v,. —_ '•. !y. ... .,.. - c _.•s-L< .x_�_� .3`-•i�a.,.•rnei Type of Well Capacity Purpose of Well 1'C C i CgCJ1 Can J Z Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in,operation until a Certificate of Compliance has been issued by the Board of Health. Signed .1,. _ q JZ7 IwLo (� Date Application Approved By /Z E/ ) r Date '10. V Application Disapproved for the following reasons: 1_ 5 Date Permit No. 1A),ZO7-0 b 41 Issued Q �'�( 7-671-1 I 1 Date BOARD OF HEALTH - TOWN OF BARNSTABLE Certificate of Compliance l THIS IS TO CERTIFY,that the individual well Constructed(k), Altered( ), or Repaired( ) by b4E��-�ntjr�5 Q.\ Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Vd[ Cougtructiou permit No. '~ Fee ` 'a Permission is hereby granted to $VY�bY�c� 5��� 1 fi��1�Y 1�, l w- Installer —� to Construct( ), Alter( ), or Repair( an individual well at: No. -Y3 ISQ.( Utz rive.. nS-T"c'Cdt` Q- Street as shown on the application for a:Well Construction Permit No.WZoZv"- 0001 Dated""-417 y 1 2,p71.) PP y Date "� �?� Approved B r r' a=&vWlT J A V C y WIDE PER PLA BOOK 43 PAGE �1) �. 1 � 77 � , N $� .Q10 E �. xµ -. .STABIIJZEDxi CC�.2Q�2N.,DEEQ�20: .F= .CONSTRUCTION EXIT k PER DETAIL . 6284; `i RESERI�E AREA i 1 t_ �DERGROUND Cl — ——— 12 1- # rA. comm. V� t PROPOSED a ASPHALT 22X 41JI DRIVEWAY 3 .8 I 3P # 1 #3 '4HING t 00 r 23 LF 4- $CH t ' 4MBERS -=� PROPOSED 40 PVC 0 2% SERVICE, TI QARW �' ro 1 t :1 m ,. �� t+ PROPOSED GAS n��r, .',_ . t 32.60 1.6.8' SERVICE tf IST. c��+ o r,� 1 - XISTING DWELLING BOX 9 }� 3 .83 TO BE RAZED 2 2� 15.S. .J283 EN w., a PROP' S fJ .� GE TWO-STORY D 116 LF a SCH ' M34.00 1 ;ol a PVC O 2% ro { 32.4 .4 a Fjrn a REMOVED V WTOR, SHEE)1 EN EN POR FER EO t3�80 ~�' GAS SERVICE TO. ACTOR, 2.50+ g ` .i rf PER CONTRACT01 N//F VIDA VEITAS. ' MAR 11.6, LOT 065 + r r LOT AREA=24 066t SF ' 0.55t ACRES I �F; G — G ,G. WITIi zl 32.40 I >> 12'x16' PROPU8E'D r 1 i` SHED wX30' POOL r I EXISTING CESSPOOL r f SURROUNDING.STOI` r BE PUMPED AND RI 47.0' j � r. TYPICAL. 'SYSTEM PROFILE SEPTIC CONSTRUCTION NOTES- B ib r 1 r.( N.'17E x.�Nmw CNN Bwan EN BAXTER NYE .,� °, � °°n'^< ENGINEERING& (( l�eW.>v SURVEYING ��E a m xww �� �. , — Y lm a uyy� �°Ylrm[M ma[ t 2Pr • ^ aw.nnr - wu n to O]vml a n¢sws NegislWM hobssiantl CJgnems 3 Wws _ '��, —__ rG•..s,ISIN®la :nc°wun w101 IEss riNwl� mE L°M SurWpm N 76 NvtA Strxt-Sd P— F- we1P ��rnee ramlm r Olen®w aNrez OWWrA IAsoosxx NWmn4 Nmxdwxtb 02601 .. alwa lsa sly ua.re •" c ssa.=aWITmm -mP: TC BOX OeFn.^, a lAi PPI.,-(509)771-7502 e v � ¢� o-� FaN- (SOB 77I-)622 NUIDDGAILEN ee. r� "" . dAma P,�«w •mP.m..m,.wW� - was m. 6BN m ww.eBAla-nx..caR _ B' rro•-Hzo) n�.i wrs 6�aE�O1 XA �k.m n �AIA 77 N aTANP lnvlwm T� +T' T` CObBUI Axi - �aAa rI Y ..-. ...Bg� .... .. SECOND�YENUE _:.y _ _� �4,r•�' xaILTANi (J$•NEE PER BOOK 13 Pn F CE et) I .. �4I . x g.•' I ....:¢ID IxOOO'--.;.. :...� ...:... >a:...:.'M BiDO'tO�C � L 0 : PREPARED rDR Vida Veitas ? I --- ZONING TABLE 6 Back River Road - a..w I�wabsx a Hingham,A 02043 �• .�.rmN�..G a Ewa g�"'A ) ,. s � -. - BSE s+�aE..w.I�axw '�nea. r r.x. ,z .NI�°'0`•.. sIJMa.,w«,o oo:N.P !)M. 1111E 33 Second enue O5 emilie,MA 02655 a � ,mA<P•Nm•AEA:.me.a - re, PxDPoem tNamllooal ' 7wo9r�Dro811q $ r, BTABIIIED 00148TRUO710N EWr QCTAIL�f o�vP sen AooWo �y I66 � �rm�ivroero � . lEuallNc nxFa rtEuweFl4Ehffs 3 N1R01'EN tAADWG LIYITAIiON PER FMBNSTABLE HE—OEPMTMENT ARTCIE XV, 11 I oIR wOi. I Ryl: l PROTEET.Or SAL To,t Es.-ES,REGULATION 360-.5 SOIL LOGS DAM A�ISr 2L pM m :. .. ILA—M ALLOw•wr ROW SHALL BE WNATEVQi IS CURRENTLY PERMITTED. aO srlm ml ALLOWABLE ROW. SOIL EVA I ATIXl: IPERC �i5753) gyyj0 NSTOF XEALTN ACENT i .0� � �•/ p ss �� � m STEPHEN 1MTSOK P.E. DOI,OEswus.R.s. i' "I(APapE i O O6! .� f�- Jb CPD PCR EXSIING SEPTC PEFYIT VEITAB pR t TEsr PIT 2 TEST PR J TEST PIT! In• 3,} k£ LOl 0.55!ACRn ES Sr G..:I` RESIOENML J PFDROOYS - GS[cl,Bt GSE..TI.6. L.S.E-JI.)x GSE.— &�® vt'. i —_UC.!!T . 10 W/BF➢INIW At `IJrAN B aYa m Pm 11a V) m OLSIGN BLOW.S10 W A)9 YR 25/1 SWDY lbM JJXUJEEB) N/A e'IS YR 23/1 SN10Y lOW A].3 M x:5/t SVIBY lMll k>.!YR 2.3/I ENDY LNY 0 0♦ un iE wlWbxOlnl mAVJuw jjj rIAB.Y.F I—(NOT - B B 1.73 B• NEwJnBf N E E T TITLE 0 B.73 W 7/8 SI—LOMI It7s VI?7/6 SWr InW q is 1N]/a.sMP'lnW @).3 ra 7/B SVOY LOW aProposed Septic Pm�Enw+a.r m K IY y LTAR sea 'm .oL105.x":P�a,aE w -o.).W%ff c• LLEv-aa I: JB' [lfV-YJ.I: Jv aEv-xu.0 �'-"': _ System Plan 3 3J0 W/n7.W/sE-aM 3 ux mn 7/6;I �SwO c:IRR)/W ISVD G Imx)/B;'rSyw C tOm 7/fi6 .. IrrTNwc cILW�ra:r aP naa ax sLLs Ato Edls a cTLumERs IJx• Dn'-me: IJz' D.1Y-m.as tJs- Euv-xa 7: In• NEv-u.. a x e eT No ".. cALalxau LEER Ix¢m ........_. s mw•w•v mLwNL AREL M.BT•.xs).r.tz) AT>. .ISL!5( �aAWp m�ss• 2.0 F _ S sId'AB w J000' — BOTIYNI ARPA llxdl'.x!'1 .Jffia SF <f wmaa • tp71.v�[a� IOW.EFTECOLE IFAOYM:NSA: AYLI S J1o. MOL AT E:YAY.b.ZOtB S.0.7A W/Sr.NSA W>l.TO W-a. _ 20 0 20 AO m NY.1LOS.660 GWeS nflaOw�AmWr Pbw�a' SCALE IN FEET !F ppp� m�wG�'On�aPS NU I>sl7a' 6C AL E.t•-� f p� � _ vw.iUa � o•Rx to aw.]un • ♦. nv• •.. No. G� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es ftPfitation for Misposai 6pstem Construction permit Application for a Permit to Construct Ok Repair( ) Upgrade( ) Abandon Complete System ❑Individual Components Location Address or Lot No. ',>?? 5GOy► d © 'trVl Wt O is Namse Address,and Tel.No. Assessor's Map/Parcel u 4 t 6 �V t om` Installe 's N e Address and Tel.N . Design e 's Natr}e Address,and Tel.No. �n�S - a° ✓ r O�+d Typi of ilding: Dwelling No.of Bedrooms Lot Size U7/ IPV sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33� gpd Design flow provided a gp Plan Date ?'W 33® / Number of sheets 2 Revision Date Title PrDDa5�7i'�'�7f.� S•tir� O/i� �j NdJ � .�'�r/" �� ���tsJ Size of Septic Tank er Type of S.A.S. ,rdm f 2-43 G✓Y_25-Z Description of Soil tC Nature of Repairs or Alterations(Answer when applicable) Nttj ty rrd3�� 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 tH. ed A Date Application Approved by Date Application Disapproved by Date for the following reasons q r. Permit No. got Date Issued erg • � f� � r.�h f �� � ._ , � ., � ,, �`. «;- " . , d 13 Ol U.f 7 _ 2. i . :4: Fee / THE`COMMONWEALTH OF.MASS"ACHUSET$ Entered in computer: es ; PUBLIC HEALTH DIVISION,=TOWN OF BARNSTABLE;`VASSAC USETTSr , ' 4�pliration for Mispo8al 6pstem Construction permit' _ Application for a Permit to Construct(}�. Repair( ) Upgrade( ) Abandon( ) CE Complete System ❑Individual Components r Location Address or Lot No. S�C�yr vt) 0�cr-VI//t Owrier'§Name,Address,and Tel.No. ? Assessor's Map/Parcel it 0( 3 r�f7�rfn/� Installer's Name,Address and Tel.N JJ Designer's Name Address and Tel.No. lnv(r � Type of B ilding: Dwelling No.of Bedrooms ;' Lot Size Z �6� sq.ft. Garbage Grinder( ) Other Type of Building ' ';No.of Persons Showers( ) Cafeteria xK i1 Other Fixtures Design Flow(min.required) ?/31� gpd Design flow provided (� gpd Plan Date 2 h 2 e _ �� D . l Q Number of she Revision Date._ Title&,p,95e1( h J _ 4- Size of Septic Tank , 5,P0 / a/ Type of S.A.S. �/.P�w 7 Description of Soil �f t ,/ < Nature of Repairs or Alterations(Answer when applicable) /V C,") i �'f c ,g��H„ �,/71`,� -7 e�.V Date last inspected;' s R NAgreement: / ti 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 off lth. -� ~ ed yr,, Date A Application Approved by (,, 2 s' Date i C :Application Disapproved by Date for the following reasons r Permit No. Q ( � -1 0 c1`W Date Issued --------------------------------- _-= --------------------------=-------------- ----- --------------------------------------------_- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance ' THIS IS TO CERTIFY,that the On-siteSewage Disposal system Constructed( ) Repaired( ) Upgraded( ) a Abandoned( b _7 / ! L 1 S-1-4 C 2 1 ra iu r'.0 y n x at 33 SPGc1� Ajr:t V Sk4V I(4— has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoL� l g'2 G?dated 7 Installer Designer #bedrooms Approved design flow � tPd The issuance of this permit shall not be construed as a guarantee that the system wi��past desi d. Date a InspectorRT -------------------7----------- No. a r a� (7 G1 Fee—/w- . v,TH&C0MM0NWEALTH.0F MASSACHUSETTS PUBIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstefit�ConstrUction permit ^Permission is hereby granted to Construct( ) Repair ( I ) t Upgrade( ) Abandon( ) System located at � �.�d Fy U S Ile and as described in the above Application for Disposal System Construcfion Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. _` Provided:Construction m t be completed within three years of the date of dfi_6ermit. Date Approved by �7, { Town of Barnstable Regulatory Services Richard V. Scali,Interim Director • BARNSfABM MASS. Public Health Division i63q. �0 °r�o nAs►+A Thomas McKean, Director 200 Main Street;Hyannis,NIA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 01/27/20 Sewage Permit# 2019-209 Assessor's Map\Parcel 116/065 Designer: Baxter-Nye Engineering &Surveying Installer: Joyce Landscaping Address: 78 North Street Address: 68 Flint Street Hyannis, MA 02601 Marstons Mills; MA On Joyce Landscaping was issued a permit to install a (date) (installer) septic system at '33 Second Avenue Osterville, MA based on a.;design drawn by (address) Baxter-Nye Engineering &Surveying dated May30, 2019 rev 7/3/2019. (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component' of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the syst ni referenced above was constructed i liance with the terms Of thf I\A approv, etters (if applicable) ? SN OFMq �; .� �o STEPHEN O�GN g D. c� c¢i a MATsbN , (In l er's Signature). CIVIL o� �NO.46345, �GI S T v ( esigner's Signature (Affix D( iip 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. QASeptic\Designer Certification Form Rev 8-14-13.doc p., Town of-Barnstable. P# /-5'7,53 pFIKE rp� Department of Regulatory Services lARNSTABLE, Public.Health Division. - Date �'-�-' 2-U e,MASS. 200 Main Street,Hyannis MA 02601 C�* 9 �. rfD MAt A u Date Scheduled �/ �6 Time ` Fee Pd. /Lld. O Soil Suitability Assessment for-Se age Disposal Performed"By: Witnessed By: E LOCATION:&"GENERAL INFORMATION " ~ Location Address, 33. SeCOnd 'Avenue~ • _ Owner's Name Vida R. veitas Osterville, MA 33 Second Avenue Address° Osterville, ,MA Assessor'sMap/Parcel: Map 11,6, Parcel 065. Engineer's'Name Baxter Nye Engnrg NEW CONSTRUCTI`OON X REPAIR Telephone# (5 0 8) 7 71—77 5y0 2 Land Use E\A_s 1 1l41Wr A�� Slopes(%) "� �. Surface Stones r b/) Distances from: Open Water Body : ft Possible Wet.Area ft` Drinking Water Well ft r Drainage Way ft ' Property Line ft Other ft . SKETCH:(Street name,dimensions of lot,exact locations of test holes"&pem tests,locate wetlands in proximity to holes) Parent material(geologic) © W1Ps5 t� Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face" Estimated Seasonal High Groundwater �I / K 0 ee Qj��LVb" `` ` rgT sx;­��,:, DETERMINATION FOR SEASONAL HIGH WATER TABLE ; u Method Used: Depth Observed standing in obs.hole: : " in. Depth,to soil mottles: in: Depth to weeping from side of obs.hole: Groundwater Adjustment ft. Index Well# Reading Date:: Index Well level Adj.factor. : Adj.Groundwater Level PERCOLATION-TEST::.. Date Observation _ - Hole# Time at 9' Depth of Pere S'Ll. Time at 6" Start Pre-soak Time @ '� I 1 Z Time(9'-6") _ All. End Pre-soak �. 1 I I IZ1 Rate Min:/Inch Site Suitability Assessment: Site'Passed Site Failed: Additional Testing Needed(Y/N) , Original:Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC r DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 07 (E 5 0" -r Z�sl none } t f "'-3�" �, . L.�, w► ,S\ ohs e— Fq DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil _ Other Surface(in.) (USDA). (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% ,ravel) 5 ": '15 q*v2slt �•l�he EA �MD ..__.. _._. DEEP!OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) �u193 L vtA K. ohs DEEP OBSERVATION HOLE LOG „ . , Hole �w. . _ Depth from Soil Horizon Soil Texture Soil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) t7 Few u 2U r - A ro Q ' 6 eONG t:ew to J Flood Insurance Rate Map: Above 500 year flood boundary No Yes _ Within 500 year.boundary _ Nu- - Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio s material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe ious material? Certification I certify that on C (date)I have passed the soil evaluator examination approved by the Department of nvir nmental Protection and that the above analysis.was performed by me consistent with the required training,expertise and experi ce described in 310 CMR 15.017. Signature Date Q:\SEPTIC\PERCFORM.DOC COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION RECEIVED JUN 2 9 2004 TITLE 5 TOWN OF HEALTH DEPT. OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION MAPS t PARCEL Property Address: 33 Second Avenue nT �Z� Osterville, MA 02655 Owner's Name: Warren&Lorene Birch Owner's Address: 308 Quarry Street#503 " Quincy, MA 02169 Date of Inspection: June 9, 2004 Name of Inspector: (Please Print)James M. Ford in Company Name: James M. Ford N Mailing Address: P.O. Box 49 CD r Osterville,MA 02655-0049 Telephone Number: (508)862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes Nee Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: June 13, 2004 The system inspector shall subl copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days'of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I r 1 I N Page 2 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 33 Second Avenue Osterville, MA Owner: Warren&Lorene Birch Date of Inspection: June 9. 2004 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed_ pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: I 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 33 Second Avenue Osterville. MA Owner: Warren&Lorene Birch Date of Inspection: June 9. 2004 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 33 Second Avenue Osterville, MA Owner: Warren&Lorene Birch Date of Inspection: June 9, 2004 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: J Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge.or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 33 Second Avenue Osterville, MA Owner: Warren&Lorene Birch Date of Inspection: June 9, 2004 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? ✓ _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ _ Was the site inspected for signs of break out? ✓ _ Were all system components,excluding the SAS, located on site? ✓ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue'approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. J 5 s Page 6 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 33 Second Avenue Osterville, MA Owner: Warren&Lorene Birch Date of Inspection: June 9, 2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n1a Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 0 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): n1a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIALANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): ______gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unavailable Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank,distribution box,soil absorption system Single cesspool ✓ Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: A pit was added 817185-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 r Page 7 of I I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 33 Second Avenue Osterville, MA Owner: Warren&Lorene Birch Date of Inspection: June 9, 2004 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: cast iron 40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) (Cesspool acting as a septic tank) Depth below grade: 10" Material of construction: concrete _metal _fiberglass _polyethylene ✓ other(explain) Cesspool block If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 5'W x 6'T x 7'6"bottom to grade Sludge depth: 6" Distance from top of sludge to bottom of outlet tee or baffle: -- Scum thickness: 2" Distance from top of scum to top of outlet tee or baffle: -- Distance from bottom of scum to bottom of outlet tee or baffle: -- How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): The cesspool had 3'ofwater on the bottom. An outlet tee was present. The cover was 10"below grade GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 33 Second Avenue Osterville, MA Owner: Warren&Lorene Birch Date of Inspection: June 9, 2004 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: None (if present must be opened)(locate on site plan) Depth of liquid level above,outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 33 Second Avenue Osterville, MA Owner: Warren&Lorene Birch Date of Inspection: June 9, 2004 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: - Type ✓ leaching pits,number: I -6'x 6'(1000 gal.) leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): The pit was dry. The scum line was approximately Y up from the bottom. There did not appear to be any signs of failure The bottom to Qrade was 9'. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: , None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): 9 Page 10 of 11 I OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 33 Second Avenue Osterville, AM Owner: Warren&Lorene Birch Date of Inspection: June 9, 2004 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet: Locate where public water supply enters the building. A e gA�k a a 1yy37 I a sa Ta a l 10 Page 11 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 33 Second Avenue Osterville, MA Owner: Warren&Lorene Birch Date of Inspection: June 9, 2004 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 30 +/- feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic maps and water contours maps, the maps were showing approximately 30'+/-ground water at this site. i This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. i 11 TOWN OF BARNSTABLE LOCATION 33 Se 6 on 2 AX SEWAGE # VILLAGE 0S`14,121 tL ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) R-r- �oX 6• (size) �dW NO.OF BEDROOMS 3 nn BUILDER OR OWNER W4r('G i I.T I f PERMTTDATE: 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 leachi%facility) Feet Furnished by T/tiS�t V lI U,) �D� ' 9-1 7- i f i LOCATION SEWAGE PERMIT NO. 3c scr Or VI& VILLAGE 0 Y-v) ))r I N S T A LLER'S NAME s ADDRESS BUILDER OR OWNER DATE PERMIT ISSUED _� _�S DATE COMPLIANCE ISSUED T 9-5 �d r e6 J°'o No....E_5_::�ZI(P FEB THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH l...OW)n............OF d.d:i•• �e � ----------------------------------- Appliratiun for Disposal Worho Tomitrnrtiun Frrutit Application is hereby made for a Permit to Construct ( ) or Repair (L—ran Individual Sewage Disposal System at: ..... -------••-...-••-•-----•------•. -••-•-•. ............................f—Tgcation-Address r Lot No. ......•---••• ........................... 11. -�r�� _--------____------- -------..... -- wner dre ss ...................... r .... ............................................•__--- Installer Address d Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms................................._..........Expansion Attic ( ) Garbage Grinder ( ) Other—Type e of Building ____________________________ No. of ersons.________._.__.________.____ Showers R p., yp g p ( ) — Cafeteria (�:'"•) Q' Other fixtures ------------------------------•- W Design.Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons . Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water----------_............. �14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ......................................................... Description of Soil_________________ x t, -------------------•--•----------------------------------•------------------------------------- ..... --- ---------------------------------------------•--------- x -----------•-----------•------------------------•------------.-.--._._..--------------------------------------------j ••-•••-._.------- V Nature of Repairs or Alterations—Answer when applicable________.1- ��_ �__ _1,� � '.._®!!�. _ u ..__. - ••-•--•--•-•---•••----•-----•-----•.._..----•-•-•-•-•-•-----------••-......._..•---••---------------------••---------• ------•--•••-------------•--------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITLs 5 of the State Sanitary Code—The undersigned furt ier agrees not to place the system in operation until a Certificate of Compliance has b n issued4by_thoard of hea . .. -• -- ._.._. Signed. -- ------- -- ---------------- DaSSe Application Approved B _.__._ _____________ _ to Date Application Disapproved for the following reasons---------------------------••---.._.......................................................................... ---------------------•----------------•---------•---------•-.......---••--------........--------•-••--•---•---••------••--•-••------••••------•----.................................................... Permit No.------- ram. C -------------------- Issued._....................................... Date ....... Date VIM L No..Z�.•,..��.. �71(0 THE COMMONWEALTH OF MASSACHUSETTS 1 k BOARD OF HEALTH .1.............OF...alf .`.`' ' ..................................... Appliration for Disposal Works Tonstrurfinn Prrutif Application is hereby made for a Permit to Construct ( ) or Repair ( x'f`an Individual Sewage Disposal System at: ..... .� ................................. �^^j acation-Address or Lot No. ���_-.�.......r .f ' a ............... <a,_: CJ ..........._..---••---..._......---------.....---- * w ner Address _. � ._ ........ .............. Installer Address Type of Building Size Lot............................Sq. feet Dwelling-No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building ......_._ No. of persons............................ Showers f�l YP g --------•-•-------- P ( ) — Cafeteria ( ) w Other fixtures ._---•-•---•-•-•••.............• ..__ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter------------.__. Depth................ W Disposal Trench—No..................... Width.....:.............. Total Length..................... Total.leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by,.......................................................................... Date.................................... Test Pit No. I................minutes per inch Depth of Test Pit-__-__- _-____-_•__ Depth to ground water........................ f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ---•------------------------------ ---•-•-•-- O Description of Soil ? `4..� € .. .. - -- - ---- ............. x V .._..-••••••-•••-•••--'-•---...•••--•-•-------•-••-...._•••-••-•-----•----•--•----------------•----••------•-••--•-••---.._..••-------••----••---•-•-•-•••-•-••-- W U Nature of Repairs or Alterations—Answer when applicable......... _ , '±( r!1..t ___.... T`--_.E✓a.-----r?t1_)..... ---................................------•--------------------------------------------•--•-----•----------....------------------------------...-------------------------------------------•.......---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIILLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has ben issued by the.board of h th Signed Date Application Approved By.........._..` .-_ ,_- �<< C� -- - -------------------•--•-----•--••-••-•••--•---••--------- Date Application Disapproved for the following reasons----------------•----------------•-------------------------------•---------------•--- ..................... ........•-•.....----••---•••••--•-•••----•••--•-••••••--•----------•••-•-=•••------------------------------••-•-•••-----•-----•---•-•--•----••-----•--•----------•-----•••---••-----••••--••---••------- t-- Date PermitNo---------------=='----�-.-�-----•--------....... IssuecL....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1..(,�.. .2 ............OF. � x .1 .b1...................................... Tn#ifirate of Toutplittnrr THIS tSTO CERTIFY, That the Individtjall Sewage Disposal System constructed ( ) or Repaired by.....: = ` -------------------------------------------- -__-- + Installer ----- ...................................... a 'N --------- has been installed in,accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction.Permit No----- _ =_.-:_ _1..(,e....... dated...... ... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WIL F NCTION SATISFACTORY. \DATE........ ..1... ,,t` ............................---•-------•---•---- Inspector....... }----- •-.....••--•------••---- THE COMMONWEALTH OF MASSACHUSETTS BOAR_ D OF HEALTH l... OF.. Y/ . !.r......... .....��.................................. f No......................... FEE... �i��r�a��l nrk� �nn��rnr�ilan rrani� Permission is hereby granted_______________ n• 1 ,!;r f to Construct ( ) or Repair ( , ) an Individual Sewage Disposal System r - > _ Street �'�l.'� �� � 1 -as shown on the application for Disposal Works Construction Permit No� ��Dated_.• _`'........................... Board of Health DATE.......... --•��`�--�'----•-------•............................... FORM 1255 A. M. SULKIN, INC., BOSTON . BENCHMARK SURVEY MAG NAIL ELEV=31.37 NAVD88 4 SECOND AVENUE.EOP — - - - - -, — - - - - - - - FO - - = - - - NP #2 j i f \ ...._.._..._ H Q6 D OHW OHW--.OH m j f iM -OH W -OHW- OH41-OH OMW-��----0 OH � PRIMARY SA , 1 -13' x 25' q DIST. ROPOSED `� % ` BOX PHALT 1 > D VEWA`X O N/F MARK PETERS "& ti 1500 GAL' H-20 . LORETTA KENNEDY t j �y SEPTIC:TANK DEED BOOK 20128 PG. 55 yU is MAP 116 LOT•066 yo W� C D 3� '�� —CDR" 4 TWO- ORY DWELT JNQ ; (4,770 FOOTP,FUNT- Q 20% x 23,900 LOT ARE�U ;N/F MATTHEW & LAURIE KELLEY - ) DEED BOOK 27894 PG. 128 �,..• ; MAP 116 LOT 132 SHED c BENCHMARK. . SURVEY SPIKE. z ELEV=31.32 NAVD88 --� N/F JENNIFER W e j f y DEED BOOK 13791 Ii i` Nj.i MAP 116 LOT OONCEFnJAL-HOUSE AND SEPTIC No 8Y8TEM LAYOUT (2) EXISTING 6'x6' LEACH PITS PER a BAXTER NYE ENC7yNMPoNG HEALTH DEPT. SKETCH ,n AND 3UFWEYINQ m AUGUST 9, 2018 00 1 INCH 20FEi ET \ - r''`�TOC K AI,J,„ FAcn co NS,.} .. _ m _ SLPHEN J IV &,CATHERINE H.EALEY :N/F JAMES .8c LESLEY,HAUSER I9ED BOOK'29668 PG.- 50 DEED 'BOOK..2.1735 :PG. 314 - M_AP 116` LOT i33 .. .. MAP ,11 -LOT .071 o <" - - - Ln .t N - - O 00 Y - - I I 00 rN Zo Y 1 CONTENTS ARCHITECTURAL DRAWINGS:Y A000 TITLE SHEET A001 GENERAL NOTES&PROJECT DATA A100 BASEMENT FLOOR PLAN A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A103 ROOF PLAN A201 ELEVATIONS A202 ELEVATIONS A203 ELEVATIONS A301 SECTIONS STRUCTURAL ENGINEERING DRAWINGS: S1.01 BASEMENT/FOUNDATION&FIRST FLOOR FRAMING PLAN S1.02 SECOND FLOOR&ROOF FRAMING PLANS S2.01 GENERAL NOTES&TYPICAL DETAILS S4.01 SECTIONS AND DETAILS S5.01 SECTIONS AND DETAILS S5.02 SECTIONS AND DETAILS CIVIL ENGINEERING DRAWINGS: C2.0 PROPOSED SEPTIC SYSTEM PLAN 1� N F- U w H VEITAS RESIDENCE OSTERVILLE, MA w VIETAS RESIDENCE 33 SECONo AV4 1307RRVIIA.R.MA TITLE SHEET PERMIT SET 05.30.19 AOOO SEP11C CONSTRUCTION NOTES: BAXTER NYE TYPICAL r ICAL SYSTEM EM PROFILE 1.ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE NTH TITLE V (:�C:JI i�''r';R.'"C.1 &.Sl: r;�•�:'Y,:V i OF THE STATE SNHITARr CODE DATED SEPTEMBER 9,2010.AS AMENDED NOTE ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS �) E DATE OF THIS RAN.R ANY LOCAL RULES h REGULATIONS AND COVERS TO WITHIN 6.OF FINISHED GRADE DYED GARBAGE GRINDERS NOT ALLOWED NTH THIS OESGN. ' UnET TIES. RISERS R COVERS SHAM BE WATERIIGXr. _ FI11671 R110R E1EV�H 00 Y 2.ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. /��/ STI aTwR WIna 6 F N9.wDe {•sa a YONr ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR BAXTER NYE FIRS®GM DEY-V ft APPROVAL BY THE ENGINEER. Fib rnAaE.,tls 1TI4A NO OIVDR 70�WATBRTIOR SET QE IXI1QN 70 PI®i GRAOE,�Alntr_�I &WHEN CONSTRUCTION 15 COMPLETED.PRIOR TO BACOIWNG NOTIFY THE BOARD OF HEALTH AGENT,COD ENGINEER FOR INSPECTION. ENGINEERING& WOEOlxlll 'xm! C ALL SAMI DISPOSAL SYSTEM PIPING TO BE a SCHEDULE 40 PVC.UNLESS SURVEYING 744 OTHERWISE NOTED HEREIN. 5 IF 4•PIC R 2W FROM TMK �mnEN a1m�� ON®•Etf SCN 4I PLC) 4• 4•SCI 10 PAC Y O M•-SS•OWSE • 0.IF TIE SdIS ARE FOUND TO NOT BE CONSSTETIT NTH THE TEST NGE DATA H V{•PYC A 2R RRW I1011g RRSr 2'(TU ff IEVEIJ WL9ED ,%,D ,(�) owr EXCAVATE UNSUITABLE MATERIAL TO THE•C HORIZON•IF REQUIRED.FOR A qR-8Ap OR FM F/9eC Ho10ZaNTa.DIsrAN(Z'a B'SURROUNDING THE LEACHING FIF1D,AND REPLACE Registered Professional Engineers PA:TEE 42Ni 4 SON p WA 2W FROM D-°OI l-MC{`rpppE MADs Ow,Wn TtRv O aNl@IB-]0.I! WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF TIME SAS. and Land SurVB)Rlr9 . 2• Q_ • P OA PAe UUM -CAS 8.INSULATE ALL PPEs AGAINST FRI]71NC AS REQUIRED WHEN LASS TRAM J'Oi LEVEL HVETtE MY M-In.m NA OVT-fA.W N.an xt 0 0 R= o 0 o COS' - 78 North Street- 3rd Floor RONRIFKED WIOEIE Y QTUSHED, + „ aFEOAE OTTx 7.THE SEPTIC SYSTEM OESGN DOES NOT INCLUDE GARBAGE GRINDER OIS'OSAS. Hyannis, Massachusetts 02601 �SMIE B:� STONE •. H(•_tp IS.CAUTION:THE CONTRACTOR SHALL CONTACT DIG SAFE(AT 1-8B0-OG-SAFE) YI6wIdP SOMA-THE P,:TFIO¢P2AY(TOP /IeE ttARm siOE W MO AND UTIU7Y COIPAMIFS TO LOCATE AL EXISTING UTILITIES,AT LEAST 72 HOURS Phone-'(508) 771-7502 'rY-�• :. `",.�•:••:,�•-.�•,• . ; •�•.r. OHIF6RION BOX O yltj•StM1 E RHMKA®ro TO C H.R..r �V`n'17 BEFORE THE START OF CONSTRUCTION.THE CONTRACTOR SHALL DETERMINE THE -Sx tart M�� EXACT LocAnoN,BOTH Xaaza„TALLr AND VERTICALLY.OF ALL Ewm„c Fax- (508) 771-7622 W t6�EL1ll�800 w TANK • uOJ•1 OPTH N SFIIC TMK OPTH OF OILEr RE°BOW ROW DE WY OB-S A LE EL EwVI • - _ www.boxter-nye.com !Q0 TO 9E F6RELm DIN A 20 O STgE BAN H0 onuTmWuw aisErHFO ro ODr-m.4 UTILITIES CATION.THE START OF ANY WOW.THE LOCATION AL EXISTING I� 9FEY ED ON A LE mi RIUA 4 FEY I{Non -LEACIpC AMBER 00 GA LOWS � BE�URGROUND MITEO TO THOSEESHOWN H(OWN EREONN AM D HAVE OTABEEN WAY INDEPENDENT.Y NOT ro E NSTAUfD ON A IEYEL STAGE 9A'E 5 FEET 19 NOn .........:::.:.; •.::•:. 6 RED 24 NOn HFm Ow®aR OR BRIALREPRESENTATIVE. DAMA�WHICONTRACTOR MIG HTTBBE AGREES TO SIERY SOO ONION VF70FlED BY THE OWNER OR ITS BE ALLY RESF ELEVATIONIY THE C FOR ANY AND ALL B fFEr %Npn 100• OCCASIONED BY THE CONTRACTOR'S FAWRE TO LOCATE THE UTILITIES EXACTLY. 'F H FIE NOTIFY I THE ENGINEER IMMEDIATELY FOR NFORMATION DIFFERS FROM PLAN IPOSSIBLETREDESIGN.ON.THE ODAT„UTIUIY 2FlO m,1EN 4-(8•-H2a) aMSSINGS.VERIFY IN FIELD THE LOCATION/INVERTS O• ELECTRIC GAS OSED 1 4-I O O �w I �+I 20"DIAL �- INVERTSTELEPHODPER THETEN/QNEERSS DIREIW AND CTION.THTE IF CONFUCTING WITH E CONTRACTOR SHALL PRESERVE AL ® ® ® O ® ® ® UNDERGROUND VT¢1TIE5 AS REWIRED. ` °•Ie2�MAi C2'Pff�VC457MMWE G®R LAYOUT 9.THE PROPOSED SHALL BE ASUDETERMINED BY THTY CONNECTIONS E APPROPRIATE UOWN HEREON TILITY COMPAN ~ ®RxTIE FNrs 3• • ': N ST,A•M-�AP�,�A )ST ter''-r - •• Of'x s 102 I _ ' �'N-2rI oN CIIAt TooSUCE-10 • N - `-VR CO N ANAL _ �/pH FNDG41 SET (S E DETAIL B) _ __. _ _ _ _ CORNER TO CB�H 2266Z58' DISTAL SILT SACK SURVEY MAC WALL N 61V010 E - - - - - - - - CB/oH FND .. z AT CATCH BASIN ELEY=31.37 NAVD58 (SEE.DETAL A) - P' AM � 'rTE--Fx W -y -......._kr __........_W - i d 4�G ✓GCB R•+311H -_G CJS,MAIN G G C G A Y' - ��.......... I �_ ............. pl '4 k 2•PL R S T g �6NO AI/ENiJE I� " r WIDE PER PLA C O BOOK 43 PAGE"81) m =I Ez e 9, 1- _ Pan YEW .It N 81DO'10'E R'`tO N 8 'I E _ _ __ 14.127' __ CB/b. IT 24140 IP FN `I STARIUzm 0.120.2 -DEED 120.00 - uPFs N 81'00'tOrE . LOT CORNER (SEE DETAIL C HK,"• C L COISIRUCIIOI EFT . TO DRILL HOLE I PER DETAIL 4e {. � PAVEMENT FOUND PROPOSED I` FOR: ONOETRCAOINO t A , ELECTRIC OAT.h COMA. .I ��� � � � SERVICESp I RT9 MgKTAaEBORM Vida Veitas w______! T' -P e 8 Back River Road e SCH 40 PVC VE14T PROPOSED ZONING TABLE WITH ANIMAL SCR RNER EXISTING .ZONING wSTRICr(5):RC -god Hingham,MA 02043 1283'x25'X-20 LEACHING II J29I 4Mn[tl® PROPOSED CAS OVERLAY DISRCTS SEP.RPOD _ PROPOSED SLAB ELEV-32831, SERVICE ALLOWED USE SINGE-FAMIILY RESIDENTIAL - CHAMBER WITH(2)500 ASPHALT / - EXIST USE: SMGLE-FAMILY RESIDENTIAL PROPOSED USE SINGLE-FAMILY RESIDENTIAL CAL1ON PRECAST CHAMBERS4. DRIVEWAY ISCHP TPA- BASEMENT -2.827 S NOTES: 10 PVC O "". BI ¢;: PLOP It FLOOR-2.82E 9' I.anR/:M¢WDTI SHALL A lNnn(m)F'90T IOWA,HOUR tt9r 5 LF 4•SON i C •__ L7 PROP 2 d FLOOR-1363 SF tm THAT 1E WILL NIM AT POfNR■FIE NNE53 at EO®OODRB • - 10 PVC O 21L K LT a 1 i EXIST TOTAL.BUILDING AREA-1.°90 g TOTAL FLOOR AREA -4090 SF 2 T E FrITRAN�SMALL E YNRAFED N A QMRNII MQI. P1 (PER ASSESSOR RECORDS) °COL PEwNT NrGWo Oi RDNMa Oi SO„E11T N4TO RIGID 14D K'�SPV 1 F BESDFNTIA1- N0113-ff-MY.THIS MAY EO-POVOOIC TOP NE99A NIH N/F MARK PEERS& T 1I� SIINC ONElLINC RESIDENTIAL BUILDING FOOTPRINTS -3.637 SF AOOTOIK STOO As mOTOHs OYAO AI0 TEPAR O+aPNHWT PROJECT TITLE LOR�.IT=KENNFDY - ' 1 �E2EP /I .TO BE RAZED OF AIY IRAsuRA US9 TO TRAP SEDIMENT.NY 9D19B1HT SFa= DEEM ROOK 20128 PC.55 DIST. 11 i i EXIST BLDGS FOOTPRINT-1.112 SF ttRtA4D,BIASED OK TRAO®Ono N.eRx:RXNRr _WAY MUST E MAP 116 LOT 06S BOx ` .gr ,WrIIwO,MEDIAI¢Y. NTEI 91AN1 E IHDEITIED. 33 Second Avenue EXIST BIDGS TO BE DEMOUSTHED PROP TOTAL SITE BUILDING FooTPPoNT-3.777 S pEm0m0 NSPECTW AND MNnvNAHa sHAu E NN°RmeO As rEmm. 19CO GALL H-2 TOTAL PARCEL AREA; 24068!SIF - - Osterville, MA 02655 t `. SEPTIC TANK Q 1&3' .E2 O ___ �, EXISTING PROPOSED 2 113 �OSM n LOT AREA 87.0120 S 87.120 S 24.066 S 24066 SI- r FT 0 CO I fR _ 120 FT 120 UGE TW n R 16 4'SON ........... BURDMG SETOAC(S AB'F,tO FRONT SETBACK FT 74.9 FT 26.7 FT WE 4o P ' S DE SETBACK 10 FT 10.3 FT 149 o- 13rAEL®�Er ARTS f. 3 REAR SETBACK 10 FT 83.8 FT n.2 FT MAX BLDG.HEIGHT STORIES 25 STORIES OR 30 FT 2 STORIES 430 FT 2 STORIES 5 FT R - MAX FLOOR AREA RATIO 0.30 N/A 0.1E 4.190 SF) I MAX LOT COVERAGE STRUCTURES N NON"S-_ :•:,.::::•. O O •PRE-0OSII C -0016CRYONG i im ! ?;:;. "' �'j--• LEACHING AREA REQUIREMENTS . p m No SHED l sHEn AiOf :.:•:;✓:?x!J: 28!1. Q® .'.:....... m 8 '120' :::::pA)7jq: ;:•;,:,:;:,;:•: �,� �i NITROGEN LOADING LIMITATION, PER ES. REGULATION HEATH DEPARTMENT ARTICLE%V, M / d' NrF.>-'4k:ER wass PROTECTION OF SALTWATER ESTUARIES, REGULATION 360=45(ER)(1)(D): SOIL LOGS �� rA 201111 mm •2y� Dco BCOK 13791 PG.311 MAXIMUM ALLOWABLE FLOW SHALL BE WHATEVER IS CURRENTLY PERMITTED. 118:DTI O6a a1C7Ce ALLOWABLE FLOW: SOIL EVALUATOR: (PERC 41.A/JN� BOARD OF HEALTH AGENT: NIP MATTHEW d!LAUP.IE K01EY 0. �� `"Y'~�N1 ; 330 GPO PER EXISTING SEPTIC PERMIT STEPHLN MATSON, P.E. DON DESMARAIS R.S. DCD BOOK 2.7894 PG.128 � .7240 ( TEST PR 1 TEST PIT 2 TEST PR 3 TEST PR 4 W MAP 116 LOT 132 •Kw \'�/I� RFSIOEMIAL'J BEDROOMS s (� G.S.E-31.63 C.S.E-J1.6f G.S.E-J1.7t G.S.E-3I.41 110 GPD/BEDROOM SURVEY SPIKE i K �l "' DESIGN ROW-330 CPo A;7.5 YR 2S/1 SANDY LOOM Yl:7.5 YR 2.5/1 SANDY LOAM A.7.5 YR 2.5/1 SANDY LOAM A.7.5 YR 2.5/1 SANDY LOAM N O B V DATE DESCRIPTION s- ELEV-3132 NAWeB/ \✓ GARBAGE GRINDER(NOT INCLUDED) N/A 8• ELEV=J1.13 8' ELEV-31.1t 8• ELEV=J1.2f 6- E1EV-30.9t SHEET T I T L E N VIDA VENT _ M _ 116, LOT 065 i pERC RATE= CS MIN. /INCH' (CLASS 1) 8;7S YR 7/6 SANDY LOW B;7.5 YR 7/6 SANDY LOAM B;7S YR 7/6 SANDY LOAM B;7.5 YR 7/6 SANDY LOAM Proposed Septic II LOT AREA-24066t SF i VISTING 45�00.5 D _ O.SSt ACRES BE PUMPED D RE TO LTAR=0.74 GPD/SF System Plan f I I I BE ROMPED D REMOVED JO• ElEV=29.1t 30� ELEY-29.13 JO• ELEV=29.1f .1 E1EV=2B.93 a I. TON N Gel A?Ee OF SAS REQUIRED• ' i , C; 10YR 7/6;MED-FIRE SAND C; 10M 7/8;MED-FARE SAND C. 10YR 7/8;MED-FINE SAND C: 10YR 7/6;MED-FINE SAND J , 3J0 CPO/0.74 GPD/SF,=446 SF MIN. ��B� � � � & / COBBLES COBBLESHE NO 0 m _.............._............_....-. 132' Y 1D REAR sEf•6ACX t--_3�_-, -- -� I PROPoSED SYSTEM: (2)8.5'L x 4.8J1Y LEACHII�CWUABERS:4'OF STONE Hk!SIDE$AND ENDS OF CNAAIBERS E1.EV=2O.6t 132" ELEY=20.63 132' ELEV=20.7f COBBLES ElEV-10.43 OALG120.2J'=DEED 120.00' .. "`'" .. - - S 817M'46•w SIDEWALL AREA(12.63'+25')x 2'x(2) 1J2• - 151.3 SF NO WATER WSERVED TO 132' NO WATER ODSFAVED ro 132' '+:+_--. -- - (E1.EV-20.°). PERK(AT 54': (ELEV-20.7). PERK AT 54-: m CB/bH FIN) S 81 W 46 W SO FND _ <2 MIN.ANa. <z MM./1NC1. DATE:MAY 30, 2019 % - (SEE DETAIL E) TOTAL EFFECTIVE LEACHING AREA 472.E SF (SEE DETAIL D) (SEE DETAIL F) . ° N/r STEEPR'JENOt'IV29 6a iER10.s(i HEALEY N'o oE�o�cK z 735 au s1a SYSTEM DESIGN CAPACITY=472.1 SF x 0.74 GPD/SF=349.4 GPO>330 GPI)-OK. ZO 0 20 40 I CERTIFY THAT ON JULY 2007.1 HAVE PASSED THE SOIL EVXUATOR ExAM01ATON $(,`ALE IN FEET � MA 116(LOT 133 MAP TIES TAT OT SEPTIC TANK SQINC:JJO GALLONS PER DAY s 200T=660 GALLONS APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE 2 I I ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE,REQUIRED 115E 1500 CJU.IDN MINIMUM crorK•TANK PER TITLE 4 TRAINING.EXPERTISE ARD EDDY DESCRIBED IN 310 CMR 15.017 S C A L E:1•= 20' _ SIGNATURE DATE DRAWN BY:. n CHECKED BY:SEMI 7 ' JOB N O:2016-023 FILE:2D19-O25 SP. 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BAXTER NYE ENGINEERING SURVEYING M?� an 33 Second Avenue sn'4b St n 5 WEST a HYANNISPOR7 ;. BAXTER NYE Mma.Q0 D LOT PRox"ON — DEM MOM ENGINEERING & AND REBUILDMIG ON NON-OOHFGRMING LOT Hy ss:: SURVEYING Hyan Lpon Chub ' - LOT COVERAGE BY BUILDINGS 4,813 S.F. (2OX) �a Na�sC cek w'� Joseph p.Kenn �� 3. � AND ALL STRUCTURES: FLOOR AREA RATIO 7.219 S.F. (3070 BUILDING HEIGHT: 2-1/2 STORIES OR 30 FT 4 CONTIGUOUS UPLAND AREA OF THIS PARCEL: 24,OW.* S.F. Registered Professional Engineers and Land Surveyors = GENERAL, NOTES' 78 North Street — 3rd Floor LOCUS MAP Hyannis, Massachusetts 02601 NOT 1 O SCALE Phone THE �V1ENT OF THIS PU�I IS TO DETAIL EXISSTiNG StiE COND(t10NS AT LOCUS. Phone - (508) 771-7502 2. Locus AREA IS COMPR� OF: Fax — (508) 771-7622 — o PER CURRENT ASSESSORS RECORDS: www.boxter—nye.com OWNER: MA R. VERAS 0.04' DEED BOOK 313%, PAG� 242 o RECORD PLAN BOOK 27, AGE 135, LOT 18 DETAIL "B" o ASSESSORS MAP 116, ARCEL 065 I PROJECT BENCHMARK: AS SHOWN ON THIS PLAN DETAIL "Alp 4. ZONING INFORMATION: ZONING DISTRICT: RC (SEE FND CURRENT' MINIMUM Z REQUIREMENTS. SEEEE DETAIL B1 — — — — — _ — CORNER TO CB 263:58'— — — — — — — — _ STAMP L MIN. LOT AREA = 87,120 SF SITE BENCHMARK: N 81'0010 E CB/DH FND MIN LOT FRONTAGE = 2I' A�, SURVEY MAG NAIL MIN. LOT WIDTH -- 100' ' � z ELFV=31.37 NAwss (SEE DETAIL A) NE ._..6: R'WrAIN v� MIN. YARD SETBACKS: - 20, SIDE = 10, REAR = 10' �� SHA w E W W W W W MAXIMUM BUNDING = 30' OR 2-1/2 STORIES = ON y �► ®CB R=31 4 2" PL G�,S MAIN d► w S MAL G E ND A�/EN � G_ G � G G G G = {►lcr MAXIMUM LOT COVERA� 20X '°� N�.r,g6s7.. SECOND AVENUE w ►��`:� FLOW AREA RAW = o. .�, CA (35 WIDE PER PLAN BOOK 43 PAGE 81) N OVERLAY Dom _ SALI�TER ESTUARY, RPM ° -" rn EOP N 5. A WE SEARCH HIS N01 BEEN PERFORMED FOR THIS SITE THERE MAY _N 81'DO'10' E,,. _ — — I: #2\ N 8 10 E — — — 143.27 — — CB/DH FND BE RIGHT'S BY OTHERS, IJtM r, TAOM, MORTGAGES, RIGHT OF WAYS —243.40' { IP FND ► A 3' N DEED N 81'00�10 E — ETC. NOT DEPICTED. IF DITERMINED TO BE NECESSARY, A TITLE SEARCH DH FND LOT CORN (SEE DETAIL C w ` 3 UP3 SHAD BE PERFORMED B1 OTHERS AND SUPPLIED i0 BAXiER NYE O TO DRILL HOLE I < �, ENGINEERING & SURVEl�1�E. CONSULTANT FOUND I _ �\ 1 6. THE PROPERTY LINE NNFOIMA110N SHOWN IS BASED ON CURRENT AVAILABLE O RECORD INFORMATION C OF PLANS AND DEEDS THE EXISTING FEATURES v 0.42' ��\ _ 0' R N __ _ o� SHOWN HEREON WERE OBAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY 84M NE ENGINEERING & S� ON JUNE 1, 201& i t sv 7 COMMUNi7Y PANEL NUM . 250001 0757 J DETAIL ''C» \ ' THE FLOOD INSTANCE RIFE MAP APPEARS 7O DEFINE THIS AREA AS ZONE X. x�\ CONSULTANT PER MASS GIS OLIVER AS OF�B/15/201& 'S- • SITE DOE NOT APPEAR L BE WITHIN .' 'AC.EF~ AREA OF CRI71 ENVIRONMENTAL CONCERN). - ►' i ► c • 97E DOES NOT APPEAR,10 BE WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS N/F MARK PETERS & _ ' i ►\`I i m MAPPED ON MASS GIS'O�VER PER NHESP "ESTIMATED HABITATS OF RARE YMLDIJFE"_FOR USE IMTH 1 LORETTA KENNEDY O ► o _ - \ - ► ..I , THE MA WERAiriDS PROT�710N ACT REGULATIONS 310 CMR 10. � DEED•BOOK..20128�PG. 55 ' �w, y -- - i � izo MAP 116 LOT 06697E DOES NOT APPEARNTAIN A«CERTIFIED VERNAL POOL AS MAPPED ON MASS GIS OLIVER `11 . PER NHESP CERTIFIED POOLS Z I ; 11`,IGRAVELDRIVE IW Oy 3�U�-- PREPARED FOR : - i I SITE DOES NOT APPEAR BE 97MW A WETLAND RESOURCE AREA AS MAPPED ON MASS GIS PORCH SYSTEM. f Vida Veitas • SITE DOES NOT APPEAR ID BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS GIS OLIVER PER 8 Back River Road g NNESP 'PRIORITY HABITAT OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS Hingham, MA 02043 EXISTING w 4: ENDANGERED SPECIES ACj REGMA71ONS (321 CMR 10). g � \ o Y DWEWNG 2 . 97E DOES NOT APPEAR D BE WITHIN A STATE APPROVED ZONE 11 GROUNDWATER RECHARGE 71.4 o w #33 Go ca W PROTECTION AREA — _j rn 0 .5', FLAGSTONE 6.3' N SITE APPEARS To BE WITNN A ZONE OF CONTM BU71 ON 70 A SALTWATER ESTUARY(BARNSTABLE WALKWAY BK 32 ' �•cr B.O.H. RED 360-45). SHED G, m OIL FIL1 ;,�� 2 PROJECT TITLE VALVE ! i RINSE �� i 4 N/F JENNIFER WASS 33 Second Avenue i DEED BOOK 13791 PG. 311 WOOD �;� 9. LRILiTY INFORMATION SHIWN HEREIN. 9, STORAGE ; `� \ D ��\ ► MAP 116 LOT 064 THE CONTRACTOR SHALL �ONTACT DIG SAFE AT 1-8ss-DIG-SAFE AND UTILITY COMPANIES TO Osterville, MA 02655 \ " LOCATE THE LOCA71ON OF,ALL EXISTING UTRJ71M AT LEAST 72 HOURS PRIOR 10 THE START OF v \\ i CONSTRUC710K DWNGUNDERGROUND INFRASTRUCTURE, UTILITIM CONDUI7S AND LINES ARE N/F MATTHEW & UIIRIE KELLEY �? v� Y SHOWN IN AN APPROMMAIE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE DEED BOOK 27894 PG. 128 BEEN RESEARCHED BASES ON THE AVAILABLE UTILITY RECORDS N07ED HEREON. THE CONTRACTOR MAP 116 LOT;132 x � -� z - AGREES 70 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OOCASIONED BY -' i-`''i i' z THE C0N7RACT0R S FARAE TO LOCATE SAID INFRASTRUCTURE AND U7IUTES EXACTLY. IF FIELD ? ►DI SITE BENCHMARK: AID CONDITIONS DIFFER FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER = i 01 SURVEY SPIKE ^ tt �� o IMMEDIATELY FOR POSMU REDESIGN. � ELEV=31.32 NAVD88 N/F VIDA VEIT . o`� o SOURCE INFORMATION FRQI1 PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO MAP 116, LOT 065 �' I U) DEVELOP A VPW OF TH UNDERGROUND UTILITIES HOWEVER, LACKING EXCAVATION, THE EXACT LOT AREA=24 066t SF LOCATION OF UNDERGROM FEATURES CANNOT BE ACCURATELY, $ � 0.55t ACRES � I 2 APPROXIMATE COMPLETELY AND RELIABLY m � ) DEPICTED. WHERE AMOONAL OR MORE DETAILED INFORMATION IS REQU M, THE CLIENT IS ADVISED I `/ EXISTING 6 PER Hx6' LEACH THAT EXCAVATION MAY BE NECESSARY. TH DEPT. SKETCH UTILITIES NOTED HEREON 'COMPILED' ARE SHOWN BASED ON SOURCE INFORMATION 4 � (RECORD PLANS) oBTAINb FROM UTILITY coMPAIrtEEs AND/OR MUI�aPaunEs LocAnoNs of ; -- 10 REAR SETBACK i-- -- -- 'COMPILED' UTILITIES SH�MN ARE TO BE CONSIDERED APPROXNrIAIE ONLY. -- 32- a CALL 120. ' DEED 120.00' STOCK FENCE , » i o _ CB FND 81b446 W SB FND S 81�� W » EXISTING SEPTIC SYSTEM NrT'ORMAl10N OBTAINED FROM SEP1K: SYSTEM INSPECTION REPORT BY J. SEE DETAIL E CB/DH FND FORD ON FILE AT BOARD CF HEALTH. a ` ( ) N/F STEPHEN J IV& CATHERINE HEALEY (SEE DETAIL D) N/F JAMES & LESLEY HAUSER (SEE DETAIL F) • TOWN WATER SERVICE SHOWN ON THIS PUN FROM WATER DEPARTMENT SKETCH 0-557-T DATED DEED BOOK 29668 PG. 50 DEED BOOK 21735 PG. 314 07/29/04 m MAP 116 LOT 133 MAP 116 LOT 071 a • ELECTRIC LINE SHOWN ON THIS PLAN WAS FIELD LOCATED INDICATING OVERHEAD SERVICE FROM N O B Y DATE DESCRIPTION o U71LITY POLE 2ON6/1/18. SHEET TITLE ,n rn ExistingConditions 0 0.27' 0.43' Vz Plan 0.41' W DETAIL D„ SHEET No N IECID 00 DETAIL "E" DETAIL "F" D ATE : MAY 30, 2019 i 20 0 20 40 J SCALE IN FEET SCALE :1"= 20' DRAWN BY: JMC CHECKED BY:SMM J O B N O:2018-025 F I L E:2018-025 ECdwg �4 SEPTIC CONSTRUCTION NOTESBAXTER NYE TYPICAL SYSTEM PROFILE " 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V *RING R I & U E Y I N J OF THE STATE SANITARY CODE DATED SEPTEMBER 9, 2016, AS AMENDED ENGINE SET FRAMES AND COVERS TO WITHIN 6' OF FINISHED GRADE OVER NOTE: ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. THROUGH THE DATE OF THIS PLAN, do ANY LOCAL RULES do REGULATIONS INLET AND OUTLET TEES. RISERS do COVERS SHALL r1E WATERTIGHT. GARBAGE GRINDERS NOT ALLOWED WITH THIS DESIGN. APPLICABLE. fMi FLOOR O ELEV '00 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. �/ FINISH GRADE�2 2 SET COVER WITHIN 6. OF FINISH GRADE ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR BjVTER NYE E FINISHED GRADE ELEV=32.8t RISER AND COVER TO BE WATERTIGHT APPROVAL BY THE ENGINEER. SET ONE COVER TO FINISH GRADE 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlWNG, NO THE ENGINEERING & FINISH GRADE=32.3 RISER T COINER SHALL BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. WATERTIGHT ; �`t� PAPER E'EN SURVEYING TOP OF TANK=31.32 ALL CHAMBERS CONNECTION BETWEEN 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHEDULE 40 PVC. UNLESS 5 LF 4' PVC AT 2% FROM TANKD GRADE OVER LEACIG CtMwWERS _ 32 it (4� OTHERWISE NOTED HEREIN. 4' SCH 40 PVC 4` SCH 40 PVC 16 LF C PVC AT 2X FROM HOUSE • MIN, 2. OF "_ 'DO E 5. IF THE SOILS ARE FOUND TO NOT BE CONSISTENT WITH THE TEST HOLE DATA FIRST 2' (TO BE LEVEL) WASHED PEASTONE 9' (�""'� Cover EXCAVATE' UNSUITABLE MATERIAL TO THE "C HORIZON" IF REQUIRED, FOR A INv OUT=3o 47 SIN IN--30. • MIN. a• ITIy OUT=2g.g0 • OR FILTER FABRIC 36• (max) � HORIZONTAL DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE Registered Professional Engineers 23 LF 4 PVC AT 2% FROM D-IOX WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. 2• 4` SCH 40 PVC I -I oaETE I�Aa«Nc a+�weER TOP °F awT3°•°t and Land Surveyors SHED FINISH FLOOR ELEV=33.36 WIND GAS BAFFLE :� �- 4` DI7-124 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF 76 IF 4' PVC AT 1z FROM SHED 4i�1.' INV M=29.80 V INV �_29•� o o r� o cm o Cow• 78 North Street - 3rd Floor INV OUT=30.91 Irv. N=29.17 :-'- 6' CRUSHED EFFE(:7NE DEPTH 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER DISPOSALS. Hyannis, Massachusetts 02601 REINFORCED CONCRETE • 6 CRUSHED FSTONE BASE r .;,• :...,: ::-• :.:.: _•��'.__. :.:.:y_7••'• �• • ' :• STONE BASE �*•- fitV . 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) j ,T •._� :•'.�.., ' • • ° - •. ' ' �'� ' "•• UNSUITABLE SOILS, BELOW THE PEAsME EI.EV (W wASIIED STONE 5' MIN AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS Phone - (508) 771-7502 ELEv 27 tZ BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE Fox _ DISTRIBUTION BOX of sAs>. SPILL BE REMOVED TO THE c HORIZON" 1.bOO GALLON SEPTIC TANG SHOREY DB-3 H-20 OR EQUAL - SEE CONSTRUCTION NOTE #5 HEREON. (�g•5GALLONH'W To BE HORSINSTA IID 3 A LEVEL STABLE BASE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING yyyyyy,baxter508, .COm 7622 LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE NO GROUNDWATER OBSERVED TO ELEV-20.4 UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING LEACHING To BEj�m1 q 2 B 4 FEET 14 MgifS UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT 5 FEET 19 INCHES LEACHNA C� A[ (600 Q"OID BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY SHOREY 500 GALLON H-20 CHAMBER OR EQUAL VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO . r: ':'.:;'.:':;- :�•'; ,• : j- ' 6 FEET 24 INCHES BE FULLY'RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE . •: '-' ... : .•.:° 7 FEET 29 INCHES 4' `. _ :. -�'•:�' �•:• •::+ ' •` ' �. 8 FEET 34 INCHES OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE THE UTILITIES EXACTLY. . ; 100 IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR •: - :;" COVER TO SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY 66 Mn COVER 4 (8 -H20) CROSSINGS, VERIFY INFIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, RISER AM 121 -, 10 :'?• �. O O • ' + � 20 DIA I-- �- TELEPHONE ac DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED :;. ':•. iO BE WATERTIGHT :. INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. .. •. .,: : .- .:. .. • - :•.. ....•. : a • :; �: :, • . :-:., 9' MM.-36' MAX. COVER IRED • 3" s 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL . , • • ''' : '; 2 PEASfONE OR ® ® ® ® ® ® ® M LAYOUT BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. 4' _•�' -'`• ;- .. �" =' ` .' •• - ••: .,.-_ GEOIEXiKE FABRIC LA OU SHALL �.; - '..• �` : �' STAMP STAMP • : ' ' a ` :•, :r: - } . . EFFECTIVE DEPTH 24` •. _ :.1- •. a }._ • OF 4 4Q_ I DOME!•- .• - .-•• _� . a + • •�`• '- • ® ® -® ® ® ® ® N j WASHED sro SN 2s' 12 83' $� QALLON PRECAST CHAl11BERS STEPHEN i LEACHM 8YSM PLAN VEW No SCALE (H-0 �a M) (CHAMBER WIDTH-4'-10-) � MATDSON SOLE NOT TO SCALE CIVIL o� 'P No.46345 O �� 0M�cs G/S T ER S/ONAL CO SULTANT SITE BENCHM X-MARK BACK EDGE CATCH BASIN - - - - - - - - - - _ -31-05 CORNER TO CO DH 263.58'- - - - 5� \ INSTALL SILT SACK N 81'00'10" E - - - - - SITE t�' z AT CATCH BASIN ,.,�:� (MIN. c ve'--- -�C�t- -old - 11� - _ Ei --- -Si W/ ER�vfAIN W W W 1N N <<_Y�-'� :_: Ear ' -► a4��ti�f`: '.'1?"r �•'«'=`�� .'�a�ab�,. _ Nr, n G CB R=31 04 2„ PL S MAIN p'w '} ox+ `E?ar_ a,.:.;q:a.ob.�,�r•4•` ' p 1 - co G G G '� G G G G ° . ;bao_:0.•p 2 p.Q.s-,,' G..D6 =.� ;a 5 p� CONSULTANT a Z o w SWOND A�/ENUE EaP �13�c. WIDE PER PLA BOOK 43 PAGE 81) N � N 81'00'10" E ; R=3o. 1 WA Af N 8 0'10" E wso c� - - 143.2T PLAN VIEW - Z - - - - - - a -- _ -`STAEIIILIZED C LC.120.2 N-DEED-120.1>0 .-.._� _�._ u �' �� o CONSTRUCTION EXIT , PER DETAIL #628 -- i( µ SITE (MIN.) EXISTING O ° 4'(MIN-) PAVEMENT ' RESERVE AREA I ? PREPARED■ FOR 20' FROM SETBACK / % FILTER MOUNTABLE BERM Vida Veltas FAQ 8 Back River Road PROPOSED UNDERGROUND G r� --- TP #2 TP #1 6' CRUSHED STONE ELECTRIC, DATA, & COMM. 4 �� ZONING TABLE �RutcEB � ;----- � ZONING DISTRICT(S): RC Hingham, MA 02043 PROPOSED OVERLAY DISTRICTS: SEP, RPOD CROSS-SECTION ASPHALT ?. ALLOWED USE: SINGLE-FAMIILY RESIDENTIAL DRIVEWAY 42 32.8 � y ! EXIST USE: SINGLE-FAMILY RESIDENTIAL PROPOSED USE: SINGLE-FAMILY RESIDENTIAL TP #4 TP 3 \ ! BASEMENT = Z827 SF 12.83'x25' H-20 LEACHING F*I NOTES: PROP 1st FLOOR = 2,827 SF CHAMBER WITH 2 500 " ' _ � 1: ENTRANCE WIDTH SHALL 8E A TWENTY (20) FOOT MINIMUM, BUT NOT ( ) I 23 LF 4 SCH �- , PROPOSED WATER PROP 2nd FLOOR = 1 363 SF Las THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GALLON PRECAST CHAMBERS i 40 PVC O 2% PROPOBND 1 SERVICE, TIE INTO EXISTING EXIST TOTAL BUILDING AREA=1,896 SF TOTAL FLOOR AREA = 4,190 SF ®ARAW PER ASSESSOR RECORDS 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH 32.81 ( ) N/F MARK PETERS & ' ` SLAB ELEV=32. RESIDENTIAL SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH LORETTA KENNEDY C �� RESIDENTIAL BUILDING FOOTPRINTS 3,633 SF ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT PROJECT TITLE DEED BOOK 20128 PG. 55 m W,j ` W i ! PROPOSED GAS EXIST BLDGS FOOTPRINT=1,112 SF OF ANY MEASURES w ARE R��oN�ptENiC gi�ME WAY�LLED. BE MAP 116 LOT 066 sr ,32B0 16.8 SERVICE 33 Second Avenue /N � ' EXIST BLDGS TO BE DEMOLISHED PROP TOTAL SITE BUILDING FOOTPRINT-3,773 SF REMOVED IMMEDIATELY BERM SHALL BE PERMITTED. 5 LF 4 SCH / ► PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. 40 PVC O 2% //� IST. `i �� 2 ___ XISTING DWELLING TOTAL PARCEL AREA: 24,066i SF O$tervllle, MA 02655 z 11 BOX 0d` ��� 32.&Y TO BE RAZED RE IRED ALLOWED EXISTING PROPOSED 1500 GAL H 2 o V y LOT AREA: 87,0120 SF 87,120 SF 24,066 SF 24,066 SF* SEPTIC TANK 2 O 15.3' .32.83 FRONTAGE: 20 FT 120 FT 120 FT EN BUILDING SETBACKS 4' N N FRONT SETBACK 20 FT 74.9 FT 36.7 FT ! , GE • ���� STABILIZED CONSTRUCTION EXIT N T.S. r- ' o o SIDE SETBACK 10 FT 16.3 FT 15.4 FT 16 LF 4 SCHo-FF VY3Doo REAR SETBACK 10 FT 83.8 FT 62.4 FT - WPVC O 2% U MAX. BLDG. HEIGHT (STORIES) 2.5 STORIES OR 30 FT 2 STORIES /<30 FT 2 STORIES /25.5 FT Bop �ETA�L 32.4' 4' _2 rn W MAX. FLOOR AREA RATIO 0.30 (30%) N/A 0.17 (4,190 SF) i rn Q MAX. LOT COVERAGE (STRUCTURES): '20% (4,813 SF 0.04 926 SF 18.8% (4,516 SF PRE-EXISTING NON-CONFORMING i EXISTING SHED TO BE REMOVED � _ / --� UNDERGROUND ELECTRIC (LOCATION PER CONTRACTOR, LEACHING AREA REQUIREMENTS APPROXIMATE) SHED n EN ,'; i m - ® ' +� +:��}.$.;. �R�c .;+++ ; ; -- 2 NITROGEN LOADING LIMITATION, PER BARNSTABLE HEATH DEPARTMENT ARTICLE XV, PROPOSED 4 HIGH POOL �cn ,* t,•, ,•,t,• � / _9 � .Qi N r JENNIFER WASS I ENCLOSURE FENCE, REFER ae= .• �.•.�.�,••� +.+.+• t$ < i ' a DEED BOOK 13791 PG. 311 PROTECTION OF SALTWATER ESTUARIES, REGULATION 360-45 (B)(1)(b): SOIL LOGS DATE- AUWST 2% 2018 I TO LANDSCAPE P ' '•' '•'•'•'• •� .�.t.•.; t F.° ' ' MAXIMUM ALLOWABLE FLOW SHALL BE WHATEVER IS CURRENTLY PERMITTED. �•.'+*,*.'.'.'+'. +'� , . .`.'. . i �� !M i MAP 116 LOT 064 WATER SERVICE TO SHED .. . . . + . °1 r �'' N ++ .+.'+'¢+++.+r+ ' \` \"/ (PERC 15753) BARNSTABLE i (LOCATION PER CONTRACTOR, ! 2.50+ '•`• • • • •'•••t�'•'-'• 32.80 �' GAS SERVICE TO SHED (LOCATION ALLOWABLE FLOW: SOIL EVALUATOR: BOARD OF HEALTH AGENT: APPROXIMATE) �``', � �.\ i �\ PER CONTRACTOR, APPROXIMATE) STEPHEN MATSON P.E. DON DESMARAIS R.S. SDM 1 24 2020 SHED UTILITIES N/F MATTHEW & LAUR!E KELLEY W I N F VIDA VEITAS 330 GPD PER EXISTING SEPTIC PERMIT ' ' ® / / DEED BOOK 27894 PG. 128 '1 J MAP 116, LOT 065 r' �� 1 MAP 116 LOT 132 LOT AREA=24 066t SF ` j��� !/ TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 p JKL 9/27/2019 REVISE SHED LOCATION: ADD POOL G_,y RESIDENTIAL: 3 R " _ " " " 0.55t ACRES I; BEDROOMS G.S.E-31.6f G.S.E.=31.6t G.S.E.=31.7t o G.S.E.=31.4t I- / 10 JKL 7/3/2019 MOVE HOUSE, FOUNDATION CHANGE W i G ---�"" G �- x 110 GPD/BEDROOM N O B Y DATE DESCRIPTION 4" SCH 40 PVC SLEEVED WITH _2 r ! G G 32.40 / �('~ ll \ c DESIGN FLOW = 330 GPD A; 7.5 YR 2.5/1 SANDY LOAM A; 7.5 YR 2.5/1 SANDY LOAM A; 7.5 YR 2.5/1 SANDY LOAM A; 7.5 YR 2.5/1 SANDY LOAM 6" SCH 40 PVC (25 LF) �' >>•o �' vP 5 GARBAGE GRINDER (NOT INCLUDED) = N/A 6" ELEV=31.1 f 6" ELEV=31.1 f 6" ELEV/31.2t 6" ELEV=30.9t SHEET TITLE I POOL EQUIPMENT TO BE _\ 12'x1s' PROPOSED ! PERC RATE = <5 MIN. / INCH (CLASS 1) B; 7.5 YR 7/6 SANDY LOAM B; 7.5 YR 7/6 SANDY LOAM B, 7.5 YR 7/6 SANDY LOAM B; 7.5 YR 7/6 SANDY LOAM pro OS@d Se tic LOCATED BEHIND SHED % SHED 96'x80• POOL /� ! EXISTING CESSPOOLS AND SURROUNDING STONE TO LIAR = 0.74 GPD/SF 47.0' BE PUMPED AND REMOVED 30" ELEV=29.1f 30" ELEV=29.I 30" ELEV=29.2t 30" ELEV=28.9t System Phan ��, MIN. LEACHING AREA OF S.A.S. REQUIRED: y �, - ; 330 GPD/ 0.74 GPD/SF= 446 SF MIN. C; 10YR 7/6; MED-FINE SAND C; 10YR 7/6; MED-FINE SAND C; 10YR 7/6; MED-FINE SAND C; 10YR 7/6; MED-FINE SAND / FEW COBBLES FEW COBBLES FEW COBBLES, FEW COBBLES N -- 1 a'REAR SETBACK -- -- ' ' ' 132" ELEV=20.6f 132" ELEV=20.6t 132" ELEV=20.7t 132" ELEV=20.4t SHEET N O __ 32--, PROPOSED SYSTEM: (2) 8.5 L x 4.83 W LEACHING CHAMBERS; 4 OF STONE ON SIDES AND ENDS OF CHAMBERS CALC.120.23' DEED 120.00' i STOCKADE FENCE " , c _ S 81'04 46 W _ _ SIDEWALL AREA: (12.83 + 25) x 2 x (2) = 151.3 SF NO WATER OBSERVED TO 132" NO WATER OBSERVED TO 132' C2wO S 81-04'46 W 30.00' BOTTOM AREA: (12.83' x 25') = 320.8 SF (ELEV=2os). PERK AT 54'; (ELEV=20.7). PERK AT 54"; TOTAL EFFECTIVE LEACHNG AREA: 472.1 SF < 2 MIN./INCH. < 2 MIN./INCH. D ATE : MAY 30, 2019 N/F S DEED BOOK & C HERING. HEALEY N/F OE D LESLEY PG.SER SYSTEM DESIGN CAPACITY = 472.1 SF x 0.74 GPD/SF = 349.4 GPD > 330 GP[) - OK. 20 0 20 40 v MAP 116 LOT 133 MAP 116 LOT 071 1 CERTIFY THAT ON JULY 2007, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION SEPTIC TANK SIZING: 330 GALLONS PER DAY X 200% = 660 GALLONS APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE as a USE 1500 GALLON MINIMUM SEPTIC TANK PER TITLE 5 ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED SCALE IN FEET >'D TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 S C A L E :1"= 20' U x N SIGNATURE DATE DRAWN B Y: JKL CHECKED B Y:SMM mm J 0 B N 0:2018-025 F I L E:2018-025 SP.dwa