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0010 NYES NECK ROAD EAST - Health
10 Nyes Neck Road East �A = 233—023 Centerville I i { 0 A V a' ff 4 i 0 i I a 11 f it � f { C k BEDROOM UVAI IG STAIRS BATH K TCHEN DINING 1 ST FLOOR NOT TO SCALE BEDROOM STUDY STAIRS J Q BEDROOM BEDROOM 2N D FLOOR NOT TO SCALE EXISTING FLOOR PLAN SKETCH OF 10 WES NECK ROAD EAST CENTERVILLE, MA PREPARED FOR off 508-362-4541 fax 508-362-9880 DIMITRY HERMAN downcape.com Mows cope # te g� 0e, DATE: MAY 17, 2016 civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DCE #!15-260 s , ---- ---------------� ---- I 1 I 5J'O 1 �26• I I 1 1 I I ROOF I I 1 I I I mLCORY I 1 I I I I V I I I I I I <e I I I 1 1 I I O I 1 I s+s nr N I yl BATH I s'z llr ' p BEDROOM#2 MASTER BEDROOM � I _ I I I¢g BEDROOM#1 4 4 I ROOF DECK c r . _ I I I cw#r I ------- ------- O BALCONY W $C / \ I wru ro eeav I . \ V BATH BATH W I I I 1 i W J ROOF I a Y EN L __—_—__EL------------ ------- J W Iso zr.o• x' 8 ra.R• wre nlmrmm conuRWYI • SOME AS NOTFA SECOND FLOOR PLAN ORANINO Y: to^=1'tl INltp Yroe.....188D s.1. ' A2 - 5 a � s ------ --------------- --=--- i - 1 I I II a I II I I ,ao ,rs• . R I 11 WOOD DECK I l WOOD DECK I COVERED PORCH �I to 4 _ o - - ------- ------- 4 MASTER BEDROOM EAT IN KITCHEN COVERED PORCH I M II {r} � GREAT ROOM jl Qy MUD RM m E II I a J 11 I LAV. I I _ I waKW I Q a0.5ET IALNDfiY O O O f err vHory __ __J __uKw MTCm+uc __, W Q IAV. R V 8 BATH vauL FOYER o cEluuo - _ FAMILY ROOM W m CD e O I iT,l. I � a N p pK L W O I FRONT COVERED PORCH E Y N ,P.,j. G I 21'.9• I ,b4 12'.6• �Q W iL L I T1 24- = c rMTe nrm+m+s nnp-I BGIE:..Tw FIRST FLOOR PLAN orurar�o r, Al - 5 No. O ^ ` Fee r�v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Disposal 6pstem Cunstruftiun Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /0 y1 'S -11!�-� �'9` 'Owner's Name,Address,and Tel.No.A-- Assessor's Map/Parcelje Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ->�`-;l«_ V--V/ �.g'v ,rt cr:�, s'T, �o �a C'Cr/�C .=fryi�se:�%�• Type of Building: Dwelling No.of Bedrooms 1 Lot Size XZ, e--'' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L. L gpd Design flow provided L LD— gpd Plan Date � -�g� Number of sheets Revision Date Title `��/,� o d. s r�r" ice©�✓ Size of Septic Tank /�J—o O Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) y-o0 , Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed 0— Date ✓ ��6 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �1, of 6 — I(, Date Issued g f No Fee THEntered in computer: E'COMMONWEALTH OF MASSACHUSETTS Yes F- PUBLIC HEALTH bIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ;s ,< application for Disposal 6pBtrut (Construction VPrmit. Application for a Permit to Construct( ) Repair(41Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Y Location Address or Lot No. `v wner's Name,Address,and Tel.No.A;— Assessor's Map/Parcel 3-312 .7 Installer's Name,Address,and Tel.No.14--l—I /va�f<'a , Designer's Name,Address,and Tel.No. -���'��'�' `tf-`✓l All �s`o rta.`a f1, 17oc .-v C•o•/� f=afiri�r�i.ryp Type of Building: t� Dwelling No.of Bedrooms I Lot Size J-Z, e�5-_4" sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ",', j Design Flow(min.required) Ll L10 gpd Design flow provided L L �- gpd Plan Date ��s s� Number of sheets Z Revision Date Title 7_�`/,o c- r.i<,_ /0 Size of Septic Tank /t o O Type of S.A.S. �i .r,•�,•r� O`�.. 12- Description of Soil C—7 Gy�s Nature of Repairs or Alterations(Answer when applicable) �/��Vic/ < Ier'r,�yr�i� ��� cam•iC4 s/ovr Date-last inspected: k ,. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sighted Date J P: Application Approved by 12; Date -`(' C7 (6 Application Disapproved by Date for the following reasons Permit No. .2 6I6 " 6 Date Issued I t --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(1_1� Upgraded( ) r Abandoned( )by at s T has been constructed in accordance C with the prov isi ons of Title 5 and the fo Disl2o`sSystem Construction Permit No.0 0 6�-dated >'��`(kO Installer Designer #bedrooms Approved design flow 0 and The issuance of t ris ptr/mit shall not be construed as a guarantee that the system will f c'o�n/as designed Date f Inspector ------------------------------------------------------------------------------ ------------------------------------ No. c-61� — (l -q- Fee 150 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(V Upgrade( ) Abandon( ) System located at s / GG �� f%o3 z - and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction Jmust be completed within three years of the date of this permi� Date 'l r — I,�j Approved by FROM FAX NO. 8 Jun. 10 2016 09:03AM P1 -flow Df Barustable regulatory C :�s Thom'qa.. C"'oihr,Direr 200 Street,Hym 6g,WU 02601. Offinol ? 508-740-6304 Date: Desi.�lui.�Y� o UI�- _- _ t lR e►�y ��� �r.� �.���_.� C z T_ Al _ yyBLZ,d a pemit-toiumu EL saptic„ygtem.a I � 5�_ _, fused o-a a damn exam by &ANA I ceTti fillat the sqtir,sr Lelu i'efe:raced. above was i)lsri&d.Ribstaul iany accu dillF to Its, design,7rkiob.:{r•ay vil;.ladi,' >�ox mnuu ved ob=ges sad.w]a.Leral relct m on o_E the, die tnbution boas RnWoz 3c;7t:'tc tee. X ccrhfyr Thpt the s.:Ptir, 373toon.re=li(,('cl, allo 1'es vw ,uistCel Wlt1.Taaj nll"lliges e:st `L' � i0' Islrrel.zalocs i-o�z.of'do SAE J9 or damy ca=pollnuf or C1�3�e�tic tem)blot iri La.vnudame w&81a[P c I;c+cal PU gula;�.icm,,. Xevi9i[�T�.ar sys flla),uiyFd s i-Built by&si U.er to''ollow- DANIELA. ZF OJAIA xL8#sll��'s -i# t17.�e� L' CIVIL u; No.4660 o �Ss/L KIAL EN�� 91gIlGr.'S 1gIIHtLZiP) �l;tta';,�F81 8i'S 3Ir, Hein) All ' rl[ ��t� • 9_.'�9.� --L.i����ti�.�irt,9.r }�C`b`.Q' �A�w• k� FJ��'�'9JE, ���`lli 'T� . 1� � . 1a�T (:�aPYll�� � ]I �C&$mTn' R�3T>°� b'll� , 1 :><',Y'_IX!n it�IV P TOWN OF BAR�NSST�ABBLLE i LOCATION i�1 7+e5 QEC-� (Z 04'^ GAS( SEWAGE# �V � I(D 1 VILLAGE [61 G�U k"C ASSESSOR'S MAP&LOT 2Y3 INSTALLER'S NAME&PHONE NO. ��Gldir ,`C oZ SEPTIC TANK CAPACITY " `2l� A q l LEACHING FACILITY:(type) (size) C / X T(0 NO.OF BEDROOMS 4 BUILDER OR OWNER lit t"HA P PERMIT DATE: , r) f I—l k-o COMPLIANCE DATE: (p Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply well and Leaching Facility (If any wells exist �` o on site or within 200 feet of leaching facility) J Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leac ility) Feet Furnished by �� -�� I , Q Z= 3i Ex r T� t rr 3 r-571 r- l t n G i 3 y l9, o, v v`r 3'7 3 r Town of Barnstable Barn Regulatory Services Department " *Mftcn BAMSTABM KOS Public Health Division Q D p639 �1+ 2007 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Richard V.Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL#7015 1520 0001 2273 2695 April 25 2016 Mark I. Fletcher, TR 8 Pond Street Dover,MA 02030 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 • The septic system located at 10 N es Neck Road East Centerville MA was last Y � , inspected on 2/22/2016, by Sean M. Jones, a certified septic inspector for the state of Massachusetts. The inspection of the septic system showed that the system "Fails"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • Static liquid level in the distribution box above outlet inert due to an overloaded or clogged SAS or cesspool. You are ordered to repair or replace the septic system within one (1) year from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. ER OF THE BOARD OF HEALTH omas McKean, R.S. CHO • Agent of the Board of Health ,1 c Q:\SEPTIC\Letters Septic Inspection Failures or Future Evl\10 Nyes Neck Rd E Cent Apr 2016.doc Town of Barnstable K"SS. a 1659. Regulatory Services Department yb8 Public Health Division 200 Main Street;Hyannis MA 0260.1 Office: 508-862-4644 Richard Scab,Director FAX 508-790-6304 Thomas A McKean,CHO Feb 6,•2007 Rev. 7/6/15 DEADLINES TO REPAM-FAMED SYSTEMS (Town Code §360-44 and Title V: 310 CMR 15.000) An"x"marked in the ❑ is the failure criteria and associated repair deadline 60 DAY DEADLINE CRITERIA ❑Discharge or ponding of effluent to the surface of the ground ❑Pumping more than 4 times during the last year not due to clogged or obstructed pipe. ❑Backup of sewage into the house due to an overloaded or clogged SAS or cesspool ONE (1)YEAR DEADLM CRITERIA ❑ Static liquid level in distribution box above outlet invert due to an overloaded or clogged SAS of cesspool ❑Any portion of the SAS, cesspool, or privy below high groundwater elevation ❑Ariy portion of-the cesspool withiri'a Zone 1 to a public welI ❑Any.portion of a cesspool within 50 feet of a private water supply well with no acceptable water,quality analysis. (This system passes if the water analysis indicates the well is free from pollution). TWO (2)YEAR DEADLINE CRITERIA ❑ Single Cesspool , ❑Any"conditionally passed systems" (broken cover,relocation of a pipe,relocation of a driveway due to H-10 components; etc) ' ❑.Leaching pit or cesspool with high liquid level,<12"below inlet(per Town Code §360-9.1) OTHER St �L �Avl ro /UV7 OvH u �jq Me d46X n-e.�ds Repair deadline: Q CAr I ��'�•�! Q:ISEPTICIDEADLINES TO REPAIR FAILED SYSTEMS.doc r Town of Barnstable Barn Regulatory Services Department P&#zNftCft 639� Public Health Division 9 Q D ,� 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard V.Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 7015 1520 0001 2273 2695 April 25 2016 Mark I. Fletcher, TR 8 Pond Street Dover, MA 02030 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 • The septic system located at 10 Nyes Neck Road East, Centerville MA was last inspected on 2/22/2016, by Sean M. .Jones, a certified septic inspector for the state of Massachusetts. The inspection of the septic system showed that the system "Fails"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • Static .liquid level in the distribution box above outlet inert due to an overloaded or clogged SAS or cesspool. You are ordered to repair or replace the septic system within one (1) year from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. ER OF THE BOARD OF HEALTH omas McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Evl\10 Nyes Neck Rd E Cent Apr 2016.doc Town of Barnstable + HARN3IAHLE', " Regulatory Services Department . �,, i639• ,bm Public Health Division 200 Main Street;Hyannis MA 02601 Office: 508-862-4644 Richard Scab,Director FAX: 508-790-6304 Thomas A McKean,CHO Feb 6,'2007 - Rev. 7/6/15 DEADLINES TO REPAIR FAILED SYSTEMS (Town Code §360-44 and Title V: 310 CMR 15.000) An"x"marked in the ❑ is the failure criteria and associated repair deadline 60 DAY DEADLINE CRITERIA ❑Discharge or ponding of effluent to the surface of the ground ❑Pumping more than 4 times during the last year not due to clogged or obstructed pipe. ❑Backup of sewage into the house due to an overloaded or clogged SAS or cesspool ONE (1)YEAR DEADLINE CRITERIA. ~tatic liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS op cesspool ❑Any portion of the SAS, cesspool, or privy, below high groundwater elevation ❑Any portion of the cesspool within'a Zone 1 to a public well ❑Any.portion of a cesspool within 50 feet of a private water supply well with no acceptable water.quality analysis. (This system passes if the water analysis indicates the well is free from pollution). TWO (2)YEAR DEADLINE CRITERIA. ❑ Single Cesspool ❑Any"conditionally passed systems" (broken cover,relocation of a pipe,relocation of a driveway due to H-10 components; etc) q Leaching pit or cesspool with high liquid level, <12"below inlet(per Town Code §360-9.1) OTHER Repair deadline: Q:ISEPTICIDEADLINES TO REPAIR FAILED SYSTEMS.doc Parcel Detail Page 1 of 3 Tile felsl) � R p`BtAA5YiALi11--E/.,�+Logged In As: Parcel Detail Monday,March 28 2016 Parcel Lookup =Parcel Info -- ----_-- — -- — -� Parcel ID 233-023 I Developer LOT 28&P/0 LOT 29 Lot Location 10 NYES NECK ROAD EAST I Pri Frontage :300 Sec Road NYES NECK ROAD I sec Frontage 70 I Village ICENTERVILLE Fire District C-O-MM Town sewer exists at this address NO I Road Index 2298 r Interactive Owner Info Al 11 t-d n e r,5 Owner IFLETCHER, MARK I TR Co-owner FHERMAN, DIMITRY S&STACEY S streetl 8 POND STREET I street2 I city IDOVER state MA zip 02030 country Land Info Acres 1.22 I use Single Fam MDL-01 I zoning IRD-1 Nghbd 10112 Topography eel I Road Paved ._.I Utilities IWell,Septic Location Lake/Pond Front,Excel View Construction Info Building 1 of 1 Year 1936 4 I Roof Gablele/Hi Ext Clapboard Built struct p I Wall' p Living Roof[1528 I rA�s h/F GIs/Cm nc None OP ra Area Cover3' p p I Type �I Style Conventional I wall Minimum Rooms 14 Bedrooms �I Model Residential I Floor Minimum/Plywd I R oms 1 Full-0 Half Grade AVera a Heat Total BAS, ','gI None I �ooMS 34 Type Rooms FUS I stories 2-Stories-I Heat None I Found Blk/POur Ftgs Fuel ation I a %ta Gross 1 I Area708 - Permit History Issue Date Purpose Permit# Amount Insp Date Comments http://issgl2/intranct/propdata/ParcelDetail.aspx?ID=l6636 3/28/2016 Parcel Detail Page 2 of 3 Visit History Date Who Purpose 3/8/2012 12:00:00 AM Jeff Rudziak Sale Review 2/5/2010 12:00:00 AM Paul Talbot Cyclical Inspection 5/8/2007 12:00:00 AM Tony Podlesney New Construction 9/25/2006 12:00:00 AM Paul Talbot Cyclical Inspection 11/3/2000 12:00:00 AM Paul Talbot Meas/Listed-Interior Access Sales History Line Sale Date Owner Book/Page Sale Price 1 12/19/2008 FLETCHER,MARK I TR 23326/22 $0 2 12/13/2004 FLETCHER,ALMA TR 19337/185 $0 3 11/30/2004 FLETCHER,ALMA TR 19299/324 $0 4 10/15/1992 FLETCHER,WILLIAM F JR TR& 8242/105 $1 5 7/20/1965 FLETCHER,WILLIAM F JR 1305/1110 $0 6 2/26/2016 HERMAN,DIMITRY S&STACEY S 29476/180 $707,000 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2016 $94,600 $7,700 $21,100 $477,100 $600,500 2 2015 $119,800 $8,600 $22,500 $473,200 $624,100 3 2014 $119,800 $8,600 $23,200 $473,200 $624,800 4 2013 $119,800 $8,600 $23,900 $473,200 $625,500 5 2012 $108.000 $7,600 $23,900 $642,600 $782,100 6 2011 $135,600 $3,300 $24,500 $642,600 $806,000 7 2010 $135,600 $3,300 $30,000 $642,600 $811,500 8 2009 $144,200 $2,400 $67,800 $670,900 $885,300 9 2008 $129,600 $2,400 $67,800 $699,400 $899,200 11 2007 $129,600 $2,400 $1,800 $699,400 $833,200 12 2006 $74,900 $2,400 $1,900 $673,100 $752,300 13 2005 $65,400 $2,300 $2,000 $560,800 $630,500 14 2004 $54,700 $2,300 $2,100 $560,800 $619,900 15 2003 $48,100 $2,300 $2,200 $251,400 $304,000 16 2002 $48,100 $2,300 $2,200 $251,400 $304,000 17 2001 $48,100 $2,400 $2,200 $251,400 $304,100 18 2000 $42,900 $2,000 $1,400 $125,300 $171,600 19 1999 $42,900 $2,000 $1,100 $125,300 $171,300 20 1998 $42,900 $2,000 $1,100 $125,100 $171,100 21 1997 $48,400 $0 $0 $110,600 $159,700 22 1996 $48,400 $0 $0 $110,600 $159,700 23 1995 $48,400 $0 $0 $110,600 $159,700 24 1994 $51,200 $0 $0 $108,600 $160,600 25 1993 $51,200 $0 $0 $108,600 $160,600 26 1992 $58,300 $0 $0 $120,600 $179,800 27 1991 $65,100 $0 $0 $250,600 $318,300 28 1990 $98,100 $0 $0 $280,500 $382,800 29 1989 $108,900 $0 $0 $289,800 $402,900 30 1988 $43,400 $0 $0 $78,300 $127,900 31 1987 $43,400 $0 $0 $78,300 $127,900 32 11986 1 $43,400 1 $0 $0 $77,200 1 $126,800 - Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=16636 3/28/2016 " .ut'-�K� �•� y�. 4� MM�.' .�pl� �7,�d-"�y��l�'. �� •,� _ � .sue^ -.. �i� �1i1�, - � f � � r i' r y Y3r� { 16 It s�✓1�T. ��s�. Nr051:O10 _.4 _ 1'r 0925 2 0 0 8 9{B°in 09R52�950� � ♦ °{�� -j .- • X Commonwealth,:of Massachusetts- Title 5 Offcia inspection Form Subsurface'.SewagWDisposal System Form Not#or Voluntary'::Assessments; - . 10°N "es Neck Rd•East< Property Address Mark FietcherTrustee: .` -" Owner owner's Name a. mformafion is Centerville ✓ Ma> 0202 2/22/2016 required for,every . : Page•` CdylTown ztate Zip.Code Date of Inspection " lspectloo results must be submitted on hig:form. Insp®coon forms may not be altered m any O way Please see comisleteness ch"o�cklist at'the end of'the form. Important.When A. General Information filling out forms, s�# �� / �3 on the:pomputer; use only the tab" 1.. Inspector . keyao mcye Ypur cursor-do not $ean"11A. Jones. use the"retu'n Name,of Ir*pe or key. : - S:M:Jones Title V;Septic Inspection Company Name` 74 f3'oldan IJ K Centerville Ma: 02632 Cdyfrown' State. 7rp Code, 774=248-4,850 smjonestit1e5@'grnail4om': SI4522 Tekiphone Number License Number B Ce.rtif cation I certify that I have personally;nspected the sewage disposal system:at"I 1 address'and that the information reported"below is"true,-accurate and tomplete as of'the time of the inspection:"The inspection was perfolmed.based on my tithing ano experience in the proper"funetion"and.maintenance.of on site sewageAisposalystems.,s Lama I)EP approved system inspector pursuantto Section 15 340,of Title 5.(310 CMR 16.000):The system. Passes ❑ :Conditionally Passes [] Needs Further Evaluafion by the Local Approving Authority 2722/201"6 Inspector's"$mature. Date' i=jhpped6rs.ha1l.l'submita copy ofthis Inspection report to the Approving Authority"(Board DEP)within.30 days of completing'this inspection If the system Is a:--shared system or has a?design flow of*000,gpd or"greats.;the inspector and the"_system ownershall submit the report to the appropriate regionaloffice of the DEP:,The original should be sent to twsystern.owner a nd;copiessent`tothe buyer,if<applicable;and the:approving authority. " **This,report:only describes conddions at thetime of inspection and under the contlitions of use at that time.This nsp®ction does not address how the`system will pertonn in the firttire under` the's'ame or,different conditions of use: t5ins r3h3 _ Twe Som6ii irwedion From.SutisuffaOe.Sewape D��os81"System•Page 1"of IT r Commonwealth of Massachusetts Title 5 Official Inspection Form > Subsurface Sewage Disposal Sy"stem FOrin Not-for Voluntary Assessments 10 Nyes Neck Rd Easf property Address Mark Fletcher Trustee Owner;, owner's Nans- tnformetion is ry CenteNille' Ma 02632_ 2/22/2016' repumetlforeve' C�ty/Town , _ State Zip.code Date_of Inspection B 'Certification (cont.) Inspec#�on Summary: Check A,BI CA or E/always complete all of':Section O' A) System Passes: ❑ f have not.found any informati" '-rhich indicates that,any of the faiiure.cntene descntted in 310 CMR 15.303 or ih 31Q CMR 15 304:exist:�Any�failu[e;cnteria nofievaltiated are' 'int lcated below:. . Comments: B) 'System Contlitiornalty Passes ❑ One or,more system components as;described in the"Conditional Pass°sec on need to be" replaced:or repaired The system,.upon completion of the replacement.or repair,as approved by ahe Board of HeWft will - Check the'box for",yes°,u io"or"not determined"(Y;ld ND)for the following statements:If"not determmed,'please explain.. The septic,tank,isrrnetal and over 20 years old*.or the::septic tank(whether metal or not)is structurally unsound, exh infiltration.or exfiltratton or tank Milures s imminent System will pass inspection if the-existi Rank is replaced:with'a complying septpc. nk as approv.ed by the;Board ofi Health,.. . *A metal septic tank willpass.inspec on if it is structurally sound; not leaking and if a Cet�ficate,;of CompUance indicating that the tank Is less than 20 years"old is available: ❑ Y` ❑ :N ❑.'ND(t=xplain below): F III t51tu.3/13 Tile 5:"oftidat Inspection Form:Subsufiace Sewage Dlsposel System Page 2 of 1T ' i Comrnonwe►alth of..Massachusetts; Title 5ficial Inspection Form its V to n"ta Assess me -Subsurface Sewage Disp�al System dorm° Natfor 10 Nyes Neck Ri East Properly Address, Mark Fletcher Trustee Owner; Owners Name= mtorrnation Centeniille Ma 02632: 2/2?J2016 requited for.even P89e,. CityrTown State Zip•Code Date of inspedion, B. C r rtification lCont:) 0 Pump Chamber purnps/alarms not operational. Sysfem.will pass:with Board of Heatdrapprova, if ptamps/alarrns are repaired_ " B) System Contl(tonally`Passes(contj: ❑ Observation of sewage:backlip or break outor high static water level in;the distnbufioi box due to broken or obstructed:pipes)or due to a tiroken,;settled or uneven,distribution.bok. System will pass.inspection"d(with approval.^of,Board:of,'Healtl): [] b_roken•;pipe(s);are.replaced; ❑ Y. ❑ N ❑ ND(Explain beiow):, ❑� obstruction�s:removed ❑ Y ❑ N ❑ P4 (Exptam below): distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping:more'than 4_times a..yea�due to broken or obstructed pipes)";The system will pass:inspeetion if.(with approval of the Boards of Health): proken:pipes)are replaced`: ;❑ Y [] N' ❑ 'ND(Explain below): _ obstruction is;remome ❑ Y . ❑ N` ❑ No(Explain below) C) ;Furthdf.Evaldatioin is Required-by the Board of-Wealth: ❑ .Conditions -ust which require further evaluation;by the'Board.of Health in order,to determine if ttie sys pm is:fail in-"to"protect public health, safety or the environment System will pass unseat;Board of Health determines.in.accordance with 310'CMR 95 303(1)(b)that the system'is,not•functioning`in a manner which wtlt prot®ct pubhb health,. safety and the environment: 0 `Cesspool or privy is within.50 feefiof a surface"caster 4 ❑ ;;Cesspool or envy is within SO feel of a bordering,vegetated wetland;or a salt;marsh t51ns+3f13 Title;5 0(fidel'hs`peaion Fom%SutuuAaoe Sewage Disposal System Page 3 of 1l a. Commonwealth of Massachusetts Title 5 Official Inspection :Form Subsurface Sewage t)Isposal'System form-Not:for Voluntary Assessments 1;0 N es.Neck;Rd Last... - Property Address: Mark FletcherTrustee . - Owmer Owner's Name;" information Centerville; Ma 02632 2/2212016 required for every $fate Zap Code- , Date of Thspection , Page. City/Town Certification,{cont.j 2. System wall fail unless the Board of'Health(and Putilic Water Supplrer,if any) determines that the system is lfuncttoning m a ri anner.,that protects-the public health, safety.and enviconrrient.: :.. The.asystem`has aseptic tankand soil absorption system(SAS)and:the SAS is within 100 feet of a surface water ur supply or tnbuhary to asface-watersupply Theiystem;has a sep6e tank and:SAS and the,:SAS'is within;a Zone:1 of a public_water -supply 0 The system:has a septic tank and SAS and the SAS_is within 50 feef of a private water supply well Thes tem has;a se tic".tank.and SAS and SAS is less'tharil00 feet but;50 feet or `(� y .. _ p more from a private wafer supply well". Method:used to determme.distance: system passes d the well water analysis;:performed at"a DEP''certrfied laboratory,fir fecal cmliform bacteria indicatesabsentand the presence ofammonia nitrogen and ndrate;nitrogen is,equal to or`ess than 5 ppm, provided that no:otherfaiiure criteria are triggered.,A copy"of the analysis must " be attachedCo this forrrr.. 3 Other:, D); System,fa lure Cnteri ,App,lq;K a f©AlI Systems; You.'must indicate"Yes"or .to each of#W following for.all inspections:, ® Backup ofsewage into facility.or system component due to>overloaded3or clogged:SAS or.cesspool a. ® Discharge or pondmg of effluent to the surface:of the ground or surface waters 77, due to an.overioaded or clogged SAS or cesspool Static liquid level;in the distribution:box above.outlefinvert due;to an ovetloaded £ or,clogg"ed;SAS or.cesspooh 1 Liquid depth m cesspool s.less'Nin 6°below'invert or available volume,is less '' ® than'/2 day.flow TiHaS Offidal'Ir�peetion form.Subsurase Sewege D�Osal:Syscem Page 4 or 17 Commonw®alth of Massachusetts Tale 5 Official 1: so6dion Form Suttsurface Sewage Disposal System Form"Not for Voluntary Assessments, 10 Nyes Neck Rd-East Properly Address Mark.Fletcher Trustee Owriar:- Owner's Name ` mformaUon o, Gentervtlle Ma 02632 2/22/2016 requie red for.every pag . Cltyffown_ ,State Zip Code Date':of Inspection B.'Certification (cone): . .Yes- No Required pumping more than 4 times in the last year NOTdue to,.clogge. P_r 0 obstructed pipe(s).Number of times pumped. Any portion of the SAS; cesspool or privy Sr lOW-_high gtouN water elevatloa, An onion of cesspool or privy is within 100.feet:Of a,surface,water.supply or YP fibutary.:to,a',su. ce water Supply. JZ Any:portion;of-a cesspool'or privy is witFiiri a Zone 1 of a.public wuell [] Anyportion of a cesspool'or privy is within 50`feet of:a;private watersupplyweli. Any;portlon of a:cesspool or privy is less than.1;00 feet but greaterthan 50 feet, from`a private water.supply well.with no acceptable l. water quality analysts.[This system'passes.if'the,well water analysls;,performed at aMEP certified laboratory,for fecal collform bacteria indicates adsent,and thepresence 6 4mi nonie nitrogen and nitrate nRiro' is equal to or less than 5 006n,, provitledahat.no other;failure criteria are.triggered A:copy of the anatys�s; and cMill of custO4V4inust be attached to this forM' The system is a cesspool serving a facility with:a:desgn pw°of 2000gpd- 10,QOOgod:. Thesyst®m fails.l have`determined that tone mot of the aboveNbite criteria exist as;tlescribed in 310'DMR-15 303,`therefore thesystem fails Tile system.owner should contact the Board of Health.to;deternine what will.be necessary to correct the_failure Ej:: Large Systems• To tie considered a large system°the system must serve a'facility with a design flow.of 40;000 gpd to 15,000 gpcl. For largesystems, you;tiiust indicate either"yes°or"non.to each ofahe following, in addition to the ' questions in:Section D. Yes No El 11 , the System?js within 400:feet.of a.surface drinking water, -pp d Q the system is,.within 20.0 feet of;a tributary to asu"rface drinking waterrsupply the system is located in a nitrogen sensitive.area(Interim Wehhead Protection 0 Area-IWPA)or a mapped Zone 11:of a'public water Supply"well If you have answered"yes"to:any question in Section E the system is considered a signficant.threat or answered"yes"'in Section D above the large system as-failed.The owner or-operator of any large system xconsidered a signficant threat under Section E or failed under Section D shall upgrade,the.' system m ascot-d ce with 310 GMR 15 304.The system"her`should contact the appropriate regional Ace,of the Department t5ins; 3J13 5 *&5 OfficW'lnsodiori Fork Sutisurraoe Sewage Disposal System Pe9e of 17 Commanwealth of Massachusetts Tale 5 Official inspection Form Subsurface Sewage D spoSal;System Forml-Not for Voluntarv,Asseswhents: 1 O Nyes Neck Rd`Easf Ptopert)r Address• Mark Fletcher,,TIT rustee:. otnrtter owner's Name mformanon Is Centerville 'Ma: 02632 2r2-,2J 16 n3tyuired for every, page. City/Totnm State Zip Code Daw f Inspection G. Checklist: Check,d the::foltowirg havebeen done. You must indicate."yes"or"no as;to:each:of the'followmg: `Y'.es• No. .: [] Pumping informat!on was provided by tlie.owner occupant, or Board;O Health ' Ve're any of theaystem components pumped o.ut in;the previous tw►o weeks? 0 Has the sysfern rece ved normal flows in the previous two week period? Have large volumes-of water been mtroducetl to-the.lystem recently:or as part,Q 0 .this inspecfion? Were as buiplans of the° ystem.obtained and;examined�(Ifthey.were not: 0 available note as NIA) ® ( Was the facility;ordWellirig inspected for signs of sewage back up? ® Wasite inspected forsignsof break'oui'?' r] Wece all system components, ex,Iudi.1h a SAS; located1on site? ere,septic tank manholes uncovered, opened,and the tntenor of the tank` inspected for:-the cvndfion.of the baffles or tees, material of construction. dimensions.depth of liquid,depth'of sludge'and'.depth'of scum? Was tt-e facility owner(antl occupants if`different from:owner)provided with information on the;;proper mamtenance.of subsurface sewage;'di sposal systems? Theazerand location of'the Soil Absorption System(SAS)_on"thesite has been determined based on F=xisting information; Forexample; a plan at W686ard of Health. Or Determined in the field (d'any of ti a failure cntena related to Part C is at;issue: approxlmaj n of distance:is unatxeptable)(310`CMR;15 302(5)j D System Information Residential:Fidd Conditions: Number of,bedrooms(design).. Number of bedrooms(actual) 4 DESIGN flow based on 310,CMR.15:203(for example 110 gpd x of.bedrooms); r a a Nip 6i FO S"bsurfece Smv O Dt POW System Psge 8 oFr17 t5ins;3M3 Title 5 0ftfcbal r Commonwealth of:Mas"Oku ®t1s T le 5 Official 1-nspection. Form subsurface Sewage Disposal System Form Not for Voluntary,Assessmerits`' 10'N es Neck Rd Ast Prbo yAddress Mark Fletcher Trustee. Owner ` owner's Name infomiaaon is Centerville, Ma 02632 2/2212016 require!for every pa9e,., ciry%Town state lip Code Date:of lnspedion D. System-Inforlmation Description:: Number of'cGrront residents,. . He d ?Doesreavab _ e ❑ Yes , No. Is laundry on a separate sewage system?.(Include.laundry.system inspection ❑ 'Yes No information to this report:)` Laundry system inspected? : ❑ Yes '� No Seasonal ust�. ❑` Yes No Wate 'meter readings, if:available(last 2 years:'usage(gpd)): Detail:. Sure urn'? ❑ Yes ® N P:P P o Last.dat6 6fdWUOahCy:` Qate CommerciaUlntlustrial Flow Conditions: Type:of Establishment:. Design flbw;(based on 3 ., CMR°15 203): Ganons:per day'(gpc!). Basis,.of tlesign flow(seats/personslsq;;ft, Grease trap present? ❑ 'Yes ❑ No Industrial waste:hMin 'tank present? ❑ Yes ;❑ No Non-sanitary. waste discharged o the Title,5 system? ❑ No ( No Water meter readings, available: ttains 3Pt3 :S 0(6aiaf 646dion Fam•Subgurt@ce faewage PM—W.SYstem P,ege 7,of 17.. Twe C_ommonw®alth of Massachusetts Title, 5 Official Inspection Form SutisurFace Sowage DisposafSystem Form-Not` for Voluntary.Assessments 10 Nyes Neck Rd East Property Address Mark FletcMr"'T stee owner ' Owners Name information is, Centerullle.. M$. 026' 7 2122%2016' regwied for every page, Cdylrown State Zip Code Date of Inspection ,D.;S*Oiro .Information (Oonf.): , Last date of occupancy/use: Date Other(describehelow): General information; Pumping Recorrds:- Source of,mformation: . Was system'pumped as part of the:inspection2 ❑ Yes Aio If yes; volume pumped:,, gallons Howwas.quantityr pumped`determined? Reason for pumping: .. Type:of System:.. 0 5ept�c tank,distribution box,so l absorption system �' Single cesspool _ a; Overflow cesspool ❑ Privy`.. , j ❑ Shared system(yes orno)(�f yes,attach previous inspection recbt�ds, if any). ❑ Inriova�ve/A{temative theology Attach;a copy of,the current operation and: ma ntenance;contract.(to be obtained from system owner ,and.a,copy of;aatest Inspection b the llA system by.syystem operator under contract Tight tank:Attach a copy of-the DEP approval. p� Other✓(describe); t5n�' 3113. mft t; dai impeabn F urfaoa o=8ubs .Sewege_Uisposel System Page a of 17 Coimmonwealth`of Massachusetts Title -5 Official Inspection Form Sub urface Sewag®Dispose_i'System Form-Not for Voluntary-Assessments 10 N es Neck Rd:East Property Addess Mark Fletcher,Trustee. Owner Owner's Nam® �riformation s Centerville Ma 02632•: 2/22/2016, required for every G�tylTown gage._, State Zip Code. Date.of Inspection , D "System.Inforrnatton Approximate age of all components,dateinstalied(if known)and.source of-information: original for�house 1936� Were`sewage odors detected when arriving at the situ 0 Yes No Building Sewer(locate on sde plan): Deptff below grade: foe Material of cons#rwction:. �.cast:iron El40:PVC [1 other(eXplam) Distance from private water supply well'orsuction Imes feet- Comments(on condittori of poin ence ts;venting;evid of leakage, Septic Tank,(locate on site plan); De th below grade: feet Matefial of:constrtctton: [�concrete" 0`metal (]fiberglass [] polyethylene ❑other(explain] If tank.is metal, list;age y ears Is age confirmed by a Certficate of Compliance?(attach a copy of cerfificate)' �. Yes 0 No Dimensions. r Slutlge depth :: Tft 5 pftit�sl.li�spection Form:,Sut�irface Sew�ge;Disposal;System Pie 9 of 17 t Commonwealth of;'Massachusetts Title �5 �Jfficial pec Instion Form "- Sutisurtace'Sewage Disposal•SyOtt- Form-Not for Volyntary Assessments, 10 N YeS, Neck.,Rd Property Address: Mark Fletcher.Trustee Owner. Owner's.Narrie' information is Centerville Ma 02632 2-22/2016 required for.every C frown. ; State Zip Code Date,of Inspection, D System lnfor�mat�on {cont) Septic;Tank(cont.) Distance=from top o -'sludge:to bottom of outlet tee or baffle Scurn thickhe5s Distance from top of<scum#o top`of outletaee or'baffle Distance from bottom of scGm to bottom of outtet,tee or baffle, How.were dimensions determined? `Comments;(on pumping.recommendations, inlet-and outlei tee orbaffle condition, structural,integrity;. liquid levels as.�elated to outlet invert,.;evidence of.leakage;.etc:): Grease Trap(locate.on•.sife plan): Depth:below grade: "feet • Material of construction:, �] concrete metal "fiberglass ❑ polyethylene ' ` ❑other(explain): Dimensions:: Scum:thickness1. Distance from top of scum;to top-of outletItee or baffle. pistance from°bottom of scum.to bottom_of outlet tee.or.baffle D,ate_of}lie pumping; Date i5lnsi�3119 Title 5'OFfidat truPecdon Form•3uhsuAeae Sewage Paga.10 Disposal System of 17 Commonwealth of Massachusetts Title 5 Official I tion Form V A ssments _. a r olunta sse Sulurface Sewage;Disposal'System Form Not)fo_,., . ry. , 10 NXes Neok Rd East Property Address Mark Fletcher Trustee Owner` Owners Name infom►aflon Centerville Ma 02632 2/2ti2016, requiredior every page; ` City/Town SCate Zp code We of Inspection D System Information (cost.) Comments.(qn punpmg recommendations;inlet and outlet tee or baffle condlt<on:,,structural Integrity, hgold evels°as related to ouUet_inert,evidenceof leakage,.etc.j: l. Tight or Hgld�ng Tank(tank must be pumped:at time`.of inspection}(locate on site plan): Deptfi belowgrade Material of:c6hMruetion: ❑concrete ❑metal' ❑fiberglass ❑ polyethylene 0 other(explain); Dimensions: Capacity: alions 9„. Design.FI`ow gallons perday Alarm present ❑ Yesl ❑ No Alarrtt level: Alarm in':workirig:order: ❑ Yes' ❑ No Dateof last pumping. Date: Comments{condition of'alarm-and batswitches, etc::).. "Attach copy of current pumping contract:(reggked).Is copy attached? ❑ Yes: No f5ins_%.3I13 Title S.Offipel,Inspec4on Fam;,S trace Sevvage`DWPOS l System PaBe'91 of 17 Commonweal of'Massachusetts: Title 5 Official Inspection Form Subsurface Sewage Disposal`System Form-Not>for Voluntary Assessments 10 N es Neck Rd'East ; property:Adtlress Mark Pletcher Trus Owner � Oamer's Name fnfonnahon Centerville_ Ma Q26.12 2/22/2016: required for every State Zip,Code Date of Inspection . page:. CdytTown D._System In, ormatron.(corYt Distribution_Box(�f present musfi.be opened)(locate on site Depth;of)qud Ievet above ouNetvert Comments(note if box is level and tlistritution°to outlets equal,any evidence of solids carryover;any evldence.:of leakage°into or out of box, efc:): Pump Chamber"(locate on site,plan):: Pumps m working`order:: U Yes 0 No* ` , Alarms m:working;ortler`. No. Comments(note condifion of pump.chamber, cond�tlon of,pumps and appurtenances, etc): *if pumps oralarms are no in workirigortler,system=is a`eondii�onal.pass. Soil'_Absorption Sys>em'(SAS,){locate'on site plan;excavation not required): If SAS not located; explain why; tSlna 3M3 rae 6 Offidel lc+spectl *6iic s&-id ce Sewage Disposal System NOW? of 17 Commonwealth of Massachusgtts r. Ttle5 Offi:cia Inspection: Form s o' Subs Sewag0,Disposal>System Form:-Not=for Voluntary.Assessments< 10 Nyes'Neck Rd Fast=: Pro . e Address Maio?Fletcher Tnastee, Owner Owner's Name mforrnation Is regwred for every Csnterv�Ae: Ma 02632' 2i2'IJ2016 Page, ,, CitglTown State Zip.Cocie. Date of Inspection D: System Information."(cont:j Type: 0 leacing'pits number: [� leach:ing chambers: number. 0` leaching gallenes number,. 0 Teaching trenches., number, length: leaching feltls number;d menSIOMI overflow", POP -number [] innovafive%alternative system Typelname of technology:: Comments(note condition ofsoil,>signs of:hytlraulic failure, level of ponding, tlamp;soil, condition of vegetation,etc j:. Cesspools(cesspool must be pumped::,as part°;of inspection)(locateon site plan): Number and,configuration:. Depth top M liquid to inlet invert_ , Depth of soltls layef Depth of scum layer Dimensionsof cesspool` _ Matefials of`con"strucpon Indication of.groun8water':inflovr []' Yes 3M3 j Title 5.ORdw leeks-Form:SubsurFaoe'S"age:Dl OSW SYs." Pegs`I8 oT 1T 4 l `. commonwealth oFMassa'husetts Title6 5 Official Inspection Form S.ul�surface Sewage,Dlsposal=System�F.orm Not for`Voluntary,Assessments 10 N es Necktd'East Property Address Mark.Fletcher Trustee Owner Owner's Name, Information is , Centerville'= Ma 02632' 2722/201.6 requuetl for every g� Zip Code Date of Inspection page:. GlTown.; D: :Sysfelln .I,lforiiw 0 :(cont.) Comments,(note condition:of soil,signs of hydraulic failure;level of ponding, condition of vegetation; Dwelling is,,served by a`sing'le cesspool resulting in.a Miling.inspection per Town of Barnstatil®. -regulations Privy.(locate;on site:plan'):> Materia of constr ti t on: Dimensio.s Depth of solids Comments(note condition of sod,aignsrtof hydraulic:failure,fevel of ponding condition of vegetation,. etc,),. t5hts'3l'i3 _ TiUe S:Offiaal hspection Forth:Subsiaraoe SBvrtgge0�ose1 System Page i4 ori7 .. Comtmonwealth.of:Massachusetts - T ` le 5 official Ins ection Form t p $ _bsI i_1 e Sewage Disposal-System Form Not for Voluntary Assessments: 10'Wes"NeckRd East Property Address Mark Fletcher Trustee Owner's Name: tnforrnation is Centerville : Ma 02632 2/22%2016 _ n;gwn�tl,for every page: s Cltylfown stowZip Code. Date of Inspection . D. ;System Informs#ion Sketch Of Sewage Disposal-System: Provide a view ofthe sewage disposal system, including ttes to" at least two permanent reference landmgics or benchmarks ,L'ooate all wells wdhin.100 feet Locate. "where<'public,.:water supply enters the bui{ding.Check one_of th boxes below;: ® t' Mtl sketch in the area,below-' (] draHnng attached separately r1 ffi 3 Titles Oft w Ir Ubr FOffw blur"Sexa9e Disposal Syst�n Page IS 17 i Commonwealth of Massachusetts T tie 5 o''M i Inspe Alo Qrm Sluli`surFace Sewagei)isPogal:S-6 em Porm Not°for�/oluntary_Assessments 10`Nyes Neck Rd`East Property Address Mark Fletcher Trustee:. Owner. Owner's Name infotmatlon is Centerwlle`_ Ma 02632'.. VW2,016 r�wred for every . . Page- City/Town State. : Zzp Code. D`ate;of Inspedioh D' System InforMA., n (Pont:) Site.iExam,: ❑ Check.Slope ❑. Surface,water [�. Check cellar ❑ Shallow--viiells. Estimated tlepth to`.hlgh ground water: feet. Please indicate.alt methods used to dete'rrriine the high ground water elevation:, ❑ Obtarned fromsystem design plans on record. If checked, date of design plan'reviewed Date U., Observed site.abutting property/observation hole within 150 feet:of'SAS) Chucked with ocal Board;of Health explain: Checked with cu local.excavators, installers-(attach domentation) El ,Accessed USG$database,-explain:: You must descntie;how„you,estabfthed the,high`grqund water elevation: Before filing this Inspection Report,,.please see Re port:Cotnpieteness Checkiist:on next;page. `5i s 3113 Title:5 0ffidel(nsp6Gbo FomC Subsutfete Sewage DiaPtisel System ,Pege 16 of 7 Commonwealth of',Ma�sachusetts Ti cton Form Subsurface Sewage D sposal;System.,Form Not:f it Voluntary:Assessments r.. „ 1'0 Nyes Neck-.Rd'E'ast Property Address Mark Fletcher Trustee Owner° Owner's.Name information Is re Centerville:' Ma 02632= 2122/2016" gw�d for every p�®, CitylTown State Zp Code Date of Inspection. L. ;Report Completeness Checklist :Inspection Summary A; B, C;,.D,.or E-checked, Inspection Summary D(System Failure Criteria Applicable`to.AlI:Sys4erts)completed ® System Information Esfimated depth-to high groundwater: ❑ Sketch of Sewage Disposal System either.drawn on page`15.or:attached in separate fife: t51hs 9M3 7tile 5`Offfaai lnspeetwn F�m.;Subsurface 9eAisposM System Page!17 of 1.7 , I CERTIFICATE OF ANALYSIS Page: 1 of 1 Barnstable County Health Laboratory (M-MA009) CI,.,L,sY^' Report Prepared For: Report Dated: 4/21/2016 Shaun F. Harrington All Cape Well Drilling Order No.: G1692562 P 0 Box 126 Brewster, MA 02631 Laboratory ID#: 1692562.01 Description: Water-Drinking Water Sample#: Sample Location: Nyes Neck Rd.. Collected: 04/19/2016 I Collected by: Customer e �e,„i t Received: 04/19/2016 Roufine_M ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen 0.19 mg/L 0.10 10 EPA 300.0 LAP 4/1912016 Iron 0.16 mg/L 0.10 0.3 SM 3111B LAP 4/20/2016 Manganese 0.039 mg/L 0.025 0.050 SM 3111B LAP 4/20/2016 pH 6.2 PH AT 25C NA 6.5-8.5 SM 4500-H-B OCB 411912016 Sodium 18 mg/L 2.5 20 SM 3111B LAP 4/20/2016 Total Coliform Absent P/A 0 0 SM 9223 RG 4/19/2016 Conductance 120 umohs/cm 2.0 SM 2510E DCB 4/19/2016 Water sample meets the recommended limits for drinking water of all the above tested parameters. Attached please find the laboratory certified parameter list. Approved By: (Lab Director NO=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO, Box 427, Barnstable, MA 02630 Ph: 508-375.6605 I f�i'j �yw, CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) Recipient: Shaun F.Harrington Matrix: Water-Drinking Water All Cape Well Drilling Sampled: 04/19/2016 14:00 P 0 Box 126 Received: 04/19/2016 16:20 Brewster, MA 02631 Collection Address: Nyes Neck Rd.W.Barnstable Order#: G1692562 Sample Location: Lab ID: 1692562-01 Description: RE Kit Nyes Neck Date Analyzed: 4/20/2016 @ 10:33 Sample#: Analyst: yn Method: EPA 524.2 Dilution Factor: 1 Comment: Water sample meets the recommended limits for drinking water of all the above tested parameters. EPA 524.2- Volatile Organics by GC/MS Result MCL MDL Result MCL MDL Parameter ug/L ug/L ug/L Parameter ug/L ug/L ug/L Dichlorodifluoromethane NO 0.50 Chloroform _ NO e0. 0.50 Chloromethane NO 0.50 cis-1,2-Dichloroethene NO 70 0.50 Vinyl chloride NO 2.0 0.50 cis-1,3-Dichloropropene NO 0.50 Bromomethane _ NO 0.50 Dibromochloromethane NO 0.50 1,1,1,2-Tetrachloroethane NO T 0.50 Dibromomethane NO 0.50 1,1,1-Trichloroethane NO 200 0.50 Ethylbenzene NO 700 0.50 1,1,2,2-Tetrachloroethane NO 0.50 Hexachlorobutadiene NO 0.50 1,1,2-Trichloroethane _NO 5.0 0.50 Isopropylbenzene NO 0.50 1,1-Dichloroethane NO 0.50 Methylene chloride NO 5.0 0.50 1,1-Dichloroethene NO 7.0 0.50 Methyl-tert-butyl ether ND 0.50 1,1-Dichloropropene NO 0.50 Naphthalene NO 0.50 1,2,3-Trichlorobenzene NO 0.50 n-Butylbenzene NO 0.50 1,2,3-Trichioropropane NO 0.50 n-Propylbenzene NO _ 0.50 1,2,4-Trichlorobenzene J NO 70 0.50 p-Isopropyltoluene NO _ 0.50 0.50 sec-Bu 1,2,4-Trimethylbenzene NO tyibenzene NO 0.50 1,2-Dibromo-3-chioropropane NO 0.50 Styrene NO 100 0.50 1,2-Dibromoethane(EDB) NO 6.50 tert-Butylbenzene NO 0150 1,2-Dichlorobenzene ND 600 0.50 Tetrachloroethene ND 5.0 0.50 1,2-Dichloroethane NO 5.0 0.50 Toluene ND 1000 0.50 1,2-Dlchloropropane ND 0.5o Total xylenes NO 10000 0.50 1,3,5-Trimethylbenzene NO 0.50 trans-1,2-Dichloroethene NO 100 0.50 1,3-Dichlorobenzene NO 0.50 trans-1,3-Dichloropro_pene ND 0.50 1,3-Dichloropropane NO 0.50 Trichloroethene NO 5.0 0.50 1,4-Dichlorobenzene NO 5.0 0.50 Trlchl_orofluoromethane NO 0.50 2,2 Dichloropropane NO O.so Surrogates %Recovered QC Limits(%) 2-Chlorotoluene NO 0.50 p-Bromofluorobenzene 91% 70 130 4-Chlorotoluene NO 0.50 1,2-Dichlorobenzene d4 880/6 70- 130 Benzene _ NO 5.0 0.50 Bromobenzene NO 0.50 Bromochloromethane NO 0.50 Bromodichioromethane NO 0.50 Bromoform y NO 0.50 Carbon tetrachloride NO 5.0 0.50 Chlorobenzene NO 100 0.50 Chloroethane NO Approved By- _.. Attached please find the laboratory certified parameter list. (Lab Director) 10:412/ NO=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, P0. Box 427, Barnstable, MA 02630 Ph: 508-376-6605 Page 1 of 1 I U 7.. Invoice Date: 04121/2016 P 4 CUSTOMER INVOICE Barnstable County Health Laboratory fsr�CH�}4t;,i All Cape Well Drilling Invoice#: G1692562 Shaun F. Harrington PO#: 508-246-6646 (Mary cell) P0 Box 126 Brewster, MA 02631 Total Paid: $0.00 Amount Due: $162.50 Payment Terms: Net 30 Days Date Invoice Service Procedure Description Completed QTY Price Amount Laboratory Full EPA 624.2 Battery 04/21/2016 1 $106.25 $106.25 *(RUSH) Routine_M 04/21/2016 1 $56.25 $56.25 *(RUSH) Grand Total: $162.50 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 No.Warlpil —7 Fee BOARD OF HEALTH TOWN OFF BARNSTABLE ZIpplicatton _for Vern r�5truction permit Application is hereby made for a permit to onstruct Alter( ), or Repair( an individual well at: eoA lzck 0 "Id f- Ha-o Location-Address Assessors Map and Parcel Owner Address Installe - rille l Address Type of Building Dwelling Other-Type of Building 1 No. of Persons Type of Well �y L �` Capacity Purpose of Wellb _� ` c?. 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 Protectio fi egulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance s b issue by the Board of Health. Signed C G4-jy� t f , l Date J I Application Approved ByQ `�' / 15.114 Date Application Disapproved for the following reasons: Date Permit No. Issued Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(. , Altered( ), or Repaired( ) by A Q V Installer y� at has been instal d in accordance with the provisions of the Town of Barnstable Board of Health Private Well�?r e tion Regulation as described in the application for Well Construction Permit No. I�:)�l04-001 Dated `/�J THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCT N SATISFACTORILY. Date Inspector No.wav� O l Fee C BOARD OF HEALTH TOWN OF 'BARNSTABLE Apphrattott ifor Vern r�.5truction 3permit Application is hereby made for a permit tyonstruct , Alter( ), or Repair( ) an individual well at:Vt L46S k& - �2nlovv) e H Jo pd. Location-Address Assessors Map and Parcel Owner Address Installer-Drille g Address Type of Building / Dwelling Other-Type of Buildinv- No. of Persons Type of Well C - ("1 Capacity (�,V C�h Vy1 Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the 4 Town of Barnstable Board of Health Private Well Protectio Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compli nc _ as be/h issued,by the Board of Health. Signed U `7 l / Date , Application Approved By 1 5�14 Date Application Disapproved for the following reasons: J11 Date Permit No. 4�, (z) Q' -7 Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Comp tauce THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) by All kl d l 1Dv, ll mq /� / / installed at �d lV LDS P�K �i. f has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private VZell)Prot ction Regulation as described in the application for Well Construction Permit No.w,DG/F.-GC� Dated /)571 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCT ON SATISFACTORILY. Date �S � Inspector BOARD OF HEALTH TOWN OF BARNSTABLE r / Yell Cow6tructiott permit No.��C�6 — GG ') Fee Permission is hereby granted to dill &p::K- VeI/ V /l t q Installer to Cons/t(ruc� Alter ), or Repair( an individual Vll at. No. E-GcS � &n evvl Ile Street J as shown on the application for a Well Construction Permit No.l.��C/(C) r Dated Lj Date 1 ) r1 b Approved By ��� EXISTI G , ACH � : 35 29 AR 6 LOTS 28 52,665t Sq 4� 1.21 4 ¢1 UPLAND 4217 D Ft = 10�491 S F TI ED WETS. I 42 I 3S EA 44 PROPOSED F 4' PATH G H 45 EXISTIN TREE LIN Al (TYP.) W L 40 R D RCH PO CN a G EX �\NG 5O, R '� POSED ——————— iED ti� a°` GA AGE 1 4� JG LAB L. 43.0 FND � � .0 ww/ 1013- loe 0 STONE I ' R1VE ¢o i 38 C ( Town of Barnstable P#_ Department of Regulatory Services > P Public Health D' ><v1s><on Date � 3� seiD 200 Main Street,Hyannis MA 02601 • rFll MA'i h Date Scheduled T1me D 0`1 Fee Pd. Soil S itability Assessment for Sewa e leis osal Performed•By:.Da 6Gn Witnessed By: Location Address LOCATION&9EN1. ERAL INFORMATION 0 A) C) k f V E�� v �fh.� Owner's Name � ( f1l 11�. Address Assessor's Map/Parcel: 1-n 33 023 Engineer's Name NEW CONSTRUCTION REPAIR ', t _) Telephone# Land Uso. wOQp.-e Slopes(96) G` \/ Surface Stones.., le Distances from: Open Water Body >(00 ft Possible Wet Area > lO� / �] ft Drinking Water Well . ft.Dralhago Way �(GV _ft Property Line 00_{t Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Pa rent material(geologic) G(a6a 1 .0t&,va�_ / VIA- Weeping Depth to Bedrock Depth to Groundwater. Standing Water in Hole: J� fi•oln Pit Face Estimated Seasonal High Groundwater_A) DETERMINATION FOR SEASONAL$IGH WATER TABLE Method Used: /V C �1/ Depth Observed standing in obs.hole: In. Deptll to sell mottles: De�th to weeping from side of obs.bolo: Ill. Oroundwater Adjustment Index Well# Reading Date: Index Well level Aco,factor- AcU.Grvundwnter Leval Observation PERCOLATION TEST Hate Taub _L- Hole# _-_ >> /� Tinto at 4" Depth of Pero �G �/41 1/ Time at 6" Start Pro-soak Time @ Time(9"4") End Pro-soak Rate Min./luch Site Suitability Assessment: Site Passed Sitp Failed: Additional Testing Needed(Y/N) A Original: Public Health Division Observlition Hole Data To Be Completed on Back----- ***If percolation testis to be conducted within 100' of wetland,you must first notify the Barnstable Consefvation Division at least one(1)week prior to beginning. Q:\S EPTICWERCPORM.DOC DEEP.OBS.ERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. 0 _ 5 LS s� Istency.%Oravell 36 -132- CZ 14 2 ,5Y7/ DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistefirv. nravell L s !o Yie 3/z Cl /CIS 1oYR�/ !G-ISP,�6r'q.I/& 3&-132 Cz Al c DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%orgyph �Yk 41 G�120. C'Z 141C 5 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Slope$.Boulders. Cs t n 0 ` 3 L 5 f�y� 3/Z 5 1oYR`���o y la- M 5 (D GraVel 46-Iz� CL Iq Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No Yes ' Within 100 year flood boundary No., YEa Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? ,_ Certification S/r / Z I certify that on. (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 10 CM 15.017. Signature Datb q hfly Q:\5 EFnC\PBRCPORM.DOC SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES Ser Ise Rd LEGEND MARKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 99 - EXISTING CONTOUR SYSTEM DESIGN. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS NOT AVAILABLE X 99. 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED \ TOP FOUND. EL. 48.0' FILTER FABRIC O'JER STONE 43.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 41.0' -[99]- PROPOSED CONTOUR EXISTING 4 BEDROOM DWELLING 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS [sa. _ BEDROOMS © 110 GPD = 550 GPD PRECAST "-10 WATERTEST D'BOX FOR LEVELNESS PRECAST ORISERS 4] PROPOSED SPOT EL. DESIGN FLOW: 5 B RisERs ) TO BE AASHO H-2Q yy 4"0SCH40 PVC MORTAR ALL TH1 DESIGN FLOW PIPES LEVEL 1ST 2' COMPONENTS INVERT IN 38.0' Locus USE A 550 GPD DE G 2.5' (TYp) 3' 5. PIPE JOINTS TO BE MADE WATERTIGHT. ENDS SIDES 39.0 Z TEST HOLE " 1500 GAL H-20 ;0000 ° 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH Weguaguet SEPTIC TANK: 550 GPD (2) = 1100 43.0' 10 14" ' ° ° °° ° 2' SLOPE OF GROUND TEE SEPTIC TANK TEE ®®®® ®®®® ®®®®- ®®® '°°°°°°°° USE A 1500 GAL. SEPTIC TANK 38.73 8.48 °°° °° ® ® ® ® ®®®®®®®®® 310 CMR 15.000 (TITLE 5.) °°°°°°°°°°°° o °°°° °° °°°°° Lake GAS BAFFLE:: °o°o°o°o°o°o 0000°°°o ® ® �� ®��®®®®®®®® ° °o°o +_o�o�o+o„o_ Cy , o°0000° ,00°oo°oo O °0000a ®®®®®® ® ®® ®®®®®®®�®®® :°000°oog 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO : 4' uQ. LEVEL (ACME OR EQUAL).; ' 36.0 PURPOSE. yoke pr UTILITY POLE 38.36 8.1 o°o°o°o° .°o°°o°o0 0 LEACHING: '•`` ' .�.,•,°• ,•.::-•.::..•.•..: :•••: BE USED FOR LOT LINE STAKING OR ANY OTHER � o FIRE HYDRANT - o°o°o°o°�°o°o°�°o °� °� °� 000 r ^°°°°°°°^°^°^°' °°°°°°°°°°°°°^°^e"°^°°°°°°° g�4"_1_1�2• DOUBLE WASHED STONE H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SIDES: 2 (47.5 + 10.8) 2 (.74) - 172.5 GPD + (5) UNITS REQUIRED 2.5' AT ENDS AND 3.0' AT SIDES BOTTOM 47.5 x 10.8 (.74) = 379.6 GPD 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 47.5, X 10.83' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED - COMPACTION. (15.221 (21) WITHOUT INSPECTION BY BOARD OF HEALTH AND TOTAL: 746 S.F. 552.1 GPD PERMISSION OETAINED FROM BOARD OF HEALTH. (2.5% SLOPE) SLOPE) SLOPE) - (�% (�% MIN. H_20 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP USE 5 500 GAL. LEACHING CHAMBERS ACME OR EQUAL) 16' SEPTIC TANK 12' D' BOX 21' LEACHING 31.0' BOTTOM TH-1 DIGSAFE (1-883-344-7233) AND VERIFYING THE ( ) ( FOUNDATION- FACILITY NOT TO SCALE WITH 2.5' STONE AT ENDS AND 3' AT SIDES NO GROUNDWATER FOUND LOCATION OF /LL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMIIENCEMENT OF WORK. ASSESSORS MAP 233 PARCEL 023 11. ANY UNSUI"ABLE MATERIAL ENCOUNTERED SHALL BE SITE IS LOCATED WITHIN GP GROUNDWATER REMOVED 5' B64EATH AND AROUND THE PROPOSED PROTECTION OVERLAY DISTRICT, LEACHING FACILITY. STATE ZONE II, 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND SALTWATER ESTUARINE OVERLAY DISTRICT, REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. AND ONSITE WELL AND SEPTIC AREA 13. WETLANDS fL:AGGED BY LYNNE HAMLYN OF HAMLYN OWNER OF RECORD CONSULTING 9-24-15. 14. ALL ROOF RUNOFF TO BE DIRECTED INTO DRYWELLS. MARK I FLETCHER TR 15. WELL SHALL BE TESTED AND PASSED PRIOR TO ANY 29 OAK RIDGE ROAD CONSTRUCTION OSTERVILLE, MA 02655 MELODY POND MITIGATION TABLE PART OF WEQUAQUET LAKE EXISTING HARDSCAPE 1,167 SF REFERENCES (A GREAT POND) EXISTING BEACH AREA 280 SF DEED BOOK 8242 PAGE 105 PROPOSED HARDSCAPE 5,615 SF PLAN BOOK 1 PAGE 53 PROPOSED MITIGATION 2,324 SF ZONING SUMMARY TEST HOLE LOGS ZONING DISTRICT: RD-1 RESIDENTIAL DISTRICT EXISTING INTERIM PIER APPROVAL ENGINEER: DANEL E. GONSALVES, SE #13587 MIN. LOT SIZE 43,560 S.F. #5132 RS MIN. LOT FRONTAGE 20' DB 10014 PG 287 WITNESS: DAVI[_ STANTON, MIN. LOT WIDTH 125' ART 0095 326'f DATE: 9/25/15 MIN. FRONT SETBACK 30' PERC. RATE _ < 2 MIN/INCH MIN. SIDE SETBACK 10' EXISTI G MIN. REAR SETBACK 10' ROB WATER EDGE ACH �� : ST S CLASS I _ SOILS P# 14827 MAX. BUILDING HEIGHT 30 ppF J- AR 6 ORDERING VE,ETATED 35 WETLAND LOTS 28 29 4B 3g 52,665t Sq .ELEV. E►EV 36 4U 1.21t Ac. \ ELEV. ELEV. 5 ED UPLAND =42,174 S FFt 0 1 42.0' 0 2 88 D ND 10, q � � 43.G 0„ 4 43.5' 0„ � 43.0' ¢jol9 I ATI WETLAND v> 3 --- _ - _ T- _ .- __----- _ -- A- - - - p - - - 42 _. EA- -- - -_ _ - _ __ __ � S LS LS L 1OYR 3/2 10YR 3/2 10YR 3/2 1OYR 3/2 AW TO E PLAxTED 5" 6 4„ 3„ WITH NAT ALIZING PROPOSED F SIDE IES ND MAINTAINED 4' PATH B I B g g A UN TURBED BUFFER 45 �^ G H LS �s 5 3� LS LS LS EXISTIN 10YR 4/6 10YR 4/6 CYR 4/6 10YR 4/6 , EX�S�IN OL TREE LIN �9 13 40.9 16 41.7 12 42.5 10 42.2 (14 X I ; 1NG W VE 38 C1 C1 C G 1 4 '" � ` EX� BE REM A K \ M S M S M S M S X N ,Pt E W/ GRAVEL W/ GRAVEL W/ GRAVEL W/ GRAVEL Q 45 PR p , 40 36" 10YR 6/4 39.0, 36" 10YR 6/4 40.0' 50" 10YR 6/4 39.3' 46" 10YR 6/4 39.2' EL. 40.0 RCH pp CN g9 _ SS PERC C2 C2 PERC C2 C2 �1 ` 40 i ' 150' p,BU TING M/CS M/CS M/CS M/CS +I POSED o 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 �v RO y POSED E ` DWELLING 'Q i rn `� �" �` GA AGE ' ------- / TOP OF FND If, LAg L. 43.0 1-2 EL. 48.0 \ `p6 �N3 x 43 x ��� / / _ �N w-f'�� 2� 41 132" 31.0' 132° 32.0' 120 33.5' 120" 33.0' x 44 `� 2s _, ` NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Ar C-4 CD t 00 1 1� - TITLE 5 SITE PLAN 00 1 �� I STONE / 100% C.1 RIVE o 41 3 O 10. K IT LINE x k , 10 NYES NECK ROAD EASE" ILT F NCE �� �N �- 2 o INGLE AIL CENTERVILLE,FENCE 0 MA 0o cA � �. � � 39 ALTERNATIVE) / 39 I O PREPARED FOR P OP. V WITH �.3i � / 8 � 35 4 DIMITRY HERMAN ,HAR L FI AND B CR � 3 EN / • 2p 49 / � C� �' 35 40 � / / �� `� \\ 3� �� \ DATE: DECEMBER 1 , 2015 S REV: JANUARY 15 2015 DECK SIZE/SETBACKS/LOT LINES lvi \ / /, � � -•� \ \ \ � 3 Scale 1 2 0 10 20 30 40 50 FEET 40 �o \ 38 CB F p � •�• •- / `38 � � �`�- `�•a� off 508-362-4541 �� :_ •_1 .75 / � 40 11'46"E / / V����w��,y,��s� �Fg,`�jN� Mq qo\� � �' DANIEL G� I fax 508-362-9880 \i41�� / o OJALA � OJfdA �� I �� DANIELA. �\ downcape.com / 38 / down cope engineerbig inc. CIVIL �i I;� 42 �41 �� Po �0.465020 �® 0° a ao0� civil engineers /STE ( ESS\ 38 �o�a� S^U'P v's"} land surveyor s T, 939 Main Street ( R to 5A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # >5-260 15-260 HERMAN.DWG L E G E N D NOTES SYSTEM PROFILE MARK CORNERS OF 5e� ice Rd. 99- EXISTING CONTOUR SYSTEM DESIGN. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) LEACHING FIELD W/ 1. DATUM IS NAVD 88REBAR SET 4" BELOW X 99 EXIST. SPOT ELEV. \ TOP FOUND. EL. 48.0' GRADE INSPECTION PORT (SEE DETAIL) VENT W/ CHARCOAL FILTER 2• MUNICIPAL WATER IS NOT AVAILABLE GARBAGE DISPOSER IS NOT ALLOWED 2% SLOPE -[99]- PROPOSED CONTOUR EXISTING 4 BEDROOM DWELLING 43.0' MINIMUM .75' OF COVER OVER PRECAST FILTER FABRIC SEE PAVEMENT SECTION 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. PROPOSED 4 BEDROOM DWELLING PRECAST H-1F F41.01TOP 39.86' 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 198.4] PROPOSED SPOT EL. USERS (TYP.) WATERTEST D'BOX FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REO. TO BE AASHO H-�Q DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD FOR LEVELNESS 4"OSCH40 PVC TH1 USE A 440 GPD DESIGN FLOW PIPES LEVEL 1ST 2' �i!i, i�i Locus ;_.:.: TEST HOLE '� 5. PIPE JOINTS TO BE MADE WATERTIGHT. \ YYY ,• • � CLEAN FILL �� 43.0 00 GAL H-20 14" 'SLOPE OF GROUND W et :.40.25' SEPTIC TANK TEE CONNECT AND VENT 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH equaqu SEPTIC TANK: 440 GPD (2) = 880 '1140.0 oogog00000g° NOTE: 2" MIN. WALL a" PERFORATED PVC s' O.C.o.c. S=O.005 - 0 310 CMR 15.000 (TITLE 5.) a GAS BAFFLE::' ° ° ° ° ° ° THICKNESS REQUIRED > o Lake ° °_ 3/4"-1-1/2" DOUBLE WASHED �; o UTILITY POLE USE A 1500 GAL. SEPTIC TANK 39.77' 39.6' 12" STONE LEACHING FIELD ° / 7. THIc PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ":, •: +: 4' LIO. LEVEL (ACME OR EQUAL) ° 6"DEPTH , MIN BELOW INV. BE USED FOR LOT-LINE STAKING OR ANY OTHER 00 FIRE HYDRANT ° °•o o o e o'o 0 39.53' 39.3 �% PURPOSE. key f •S• O 'o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o LEVEL BOTTOM o j �0 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING LEACHING: °O�O�O�^ ^ '�'�O°°°OOOOO°°°�°�°^°°°^�,�0°O° \� 440 GPD (.74) = 595 SF REQUIRED46. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 6" CRUSHED STONE OR MECHANICAL 46.0' COMPACTION. (15.221 [21) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 13 X 46 = 598 SF OK 38•8' WITHOUT INSPECTION BY BOARD OF HEALTH AND 598 SF X .74 = 442 GPD OK (2•5% SLOPE) ( % SLOPE) ( 1 SLOPE) PERMISSION OBTAINED FROM BOARD OF HEALTH. -20 LOCUS MAP USE A 13 X 46 MIN. H PIPE AND STONE LEACHING FIELD � � 5•0 -"- 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOUNDATION- 16 SEPTIC TANK 23 D' BOX 9' LEACHING FACILITY DIGSAFE (1-888-344-7233) AND VERIFYING THE NOT TO SCALE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 33.8' HIGHEST LAKE PRIOR TO COMMENCEMENT OF WORK. ASSESSORS MAP 233 PARCEL 023 ELEVATION 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE (3y.g{�1cvv2`�� REMOVED 5' BENEATH AND AROUND THE PROPOSED SITE IS LOCATED WITHIN GP GROUNDWATER LEACHING FACILITY. PROTECTION OVERLAY DISTRICT, STATE ZONE II, 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND SALTWATER ESTUARINE OVERLAY DISTRICT, REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. AND ONSITE WELL AND SEPTIC AREA 13. WETLANDS FLAGGED BY LYNNE HAMLYN OF HAMLYN OWNER OF RECORD CONSULTING 9-24-15. 14. ALL ROOF RUNOFF TO BE DIRECTED INTO DRYWELLS. MARK ( FLETCHER TR 15. WELL SHALL BE TESTED AND PASSED PRIOR TO ANY 29 OAK RIDGE ROAD CONSTRUCTION OSTERVILLE, MA 02655 MELODY POND MITIGATION TABLE PART OF WEQUAQUET LAKE ' A GREAT POND) EXISTING HARDSCAPE 1,167 SF REFERENCES ( EXISTING BEACH AREA 280 SF PROPOSED HARDSCAPE 5,615 SF DEED BOOK 8242 PAGE 105 PROPOSED MITIGATION 2,324 SF PLAN BOOK 1 PAGE 53 TEST HOLE LOGS ZONING SUMMARY EXISTING INTERIM ZONING DISTRICT: RD-1 RESIDENTIAL DISTRICT PIER APPROVAL #5132 ENGINEER: DANIEL E. GONSALVES, SE #13587 MIN. LOT SIZE 43,560 S.F. DB 10014 PG 287 MIN. LOT FRONTAGE 20' ART 0095 326't WITNESS: DAVID STANTON, IRS MIN. LOT WIDTH 125' EXISTI G -� DATE: 9/25/15 MIN. FRONT SETBACK 30' �- PERC. RATE _ < 2 MIN/INCH MIN. SIDE SETBACK 10' WATER EDGE ACH 3� : ST �- MIN. REAR SETBACK 10' APpROX• AR 35 14827 - VEGETATED WETLAND 6g CLASS � I SOILS P# MAX. BUILDING HEIGHT 30' 460 RDERING LOTS 28 29 � 3 \ 5 36 4j 4� 52,665t Sq 1.21t Ac. \ ELEV. ELEV. UPLAND = 42,174 Ft �� C2 , ELEV. ELEV. ED D WETLAND = 10,491 S Ft 0 `� 0 ' 0 40 ��� 43.5 0,. 41 4 43.0 I ATI 3 42 O Q EA 42 A,` A A A A 1 43 � PLANTED �� 10YRS 3 2 10YR 3 2 10YR 3 2 LS AW TO WITH NAT ALIZING PROPOSED 5„ / 10YR 3/2 6„ 4„ SPE IES ND MAINTAINED 4' PATH F 3"B B B A UN TURBED BUFFER 45 �^ G H B 36 5 3� LS LS LS LS G EXISTIN � OOP TREE LIN -�� 10YR 4/6 10YR 4/6 10YR 4/6 10 CE (TYP.) `" ` �9 13" 40.9' 16" 41 .7' 12" 42.5' 10" 10YR 4/6 42.2' 1NG EM vE 38 C1 C1 C1 C1 ARK \ M S M S M S M S z R D O 40 _ N E W/ GRAVEL W/ GRAVEL W/ GRAVEL W/ GRAVEL RCH___... Po�CH h^ � EL• 40.0' 36" 10YR 6/4 39•0' 36" 10YR 6/4 40.0' 50" 10YR 6/4 39•3' 46" 10YR 6/4 39•2' 9 _\Et NNE ��O ,1 � PROPO O u 'TING S PERCV X C2 C2 PERC C2 C2 4 150' AB M/CS M/CS M/CS M/CS -H I ROPOSED �e(/FF 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 01 DWELLING �� a� GA AGE / TOP OF FND -------- 1-2 EL. 48.0 / I ro LAB L. 43.0 _ '43 ?c �- / \ `tk �N � x -� W i 2� 41 G/ / 132" 31 .0' 132" 32.0' 120" 33.5' 120" 33.0' NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED loe 01 00 h 150 0 40 TITLE OF / f- / 100% 41 10 / K IT LINE ,c �� RESERVE 4�RIVE oy 6 A���'P�O p / ILT F ICE 2 O �s 1 N Y E S I'N'E kto]*404 K mr U u INGLFENCEEO AIL o J/ / / ' � � ��G�'(P 9 / FENCE 0TIVE o G CENTERVILLE, MA 3 ALTERNATIVE) / I / 39 UiQSU T IB IE SOIL R x / 5 REMOVAL P OP. V WITH / „� `3 i ARgUNp�ORTION OF LEA I PLACE PREPARED FOR CHAR 0 L FI AND -� 1� n� �60WN TO SUITABLE 35 B CR EN 2��9 ' / WITH CLEAN AND M1* T 4 DIMITRY HERMAN ,35 �� / � CIF ONS 310 CMF� 15.2355( 41 DATE: DECEMBER 1 , 2015 REV: JANUARY 15, 2015 (DECK SIZE/SETBACKS/LOT LINES) REV: MAY 16, 2015 (SEPTIC FLOW) MIL LI A fi5' OFF � � � � �,, Scale: 1"= 20' IN AREA SHOWN. \ ^� � - ��OFti/q p sS 0 10 20 30 40 50 FEET �8 CB OP AT ELEV. 39.5 , \ oF�1 BOTTOM AT EL. 35.5't OF�jgS�a �tH OF n�gssFT Ssq `g 9�ti ,. s gANIEL ,s1�1 oti' DANK � 38 DANIEL A. 4' A. o F D o OJALA cy o DANIEL A. G� "I C) OJALA U) A.n off 508-362-4541 -1 .746E / / "f -� JA�-A 1 0 11 CIVIL 40.,,o0 �;.. 3� I' No.46502 "� downcape.com CIVIL '�� No.4098� � � �� fax 508-362-9880 'pm No.46502 P o `� 1 �o 1 `o� P P FFss�O \ s �c i; .38 o�F PG R�\� q S G I S T E� S II RV !l w S lJ F7�i F�j • • • _ down cape eng1nee�1ng, Inc• 42 / /sre F Np �y "a�r,r��'3'� . civil engineers 38 �° ` land surveyors �✓��-) 939 Main Street ( Rte 6A) DCE # >5-260 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 15-260 HERMAN.DWG i