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HomeMy WebLinkAbout0081 HIGH NOON DRIVE - Health 81 HIGH NOON DRIVE Centerville . A = 193 — 217 I k ��g!'� -�J u`�0.ECVCIFp�o 3 � UPC 12543 No 53LOR •�t�s��oNSJ��o- HASTINGS, MN $ qr No. - 0 Fee BOARD OF HEALTH TOWN OF BARNSTABLE Zipplicatiou ff or Yell Couttructtou Permit Application is hereby made for a permit to Construct(A), Alter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel .S�.ccn 5Lc Y,a"\cue.s �.® �,c��, 1`11 ►W. -1�ar;n�5po{ MA 0zb`12 Owner Address p VY\c�Y111.WQ,\ C)CAQSAV,S 11`�� Wi O14ors3 Installer-Driller Address Type of Building C�RS rr��►Y�Q Dwelling Other-Type of Building No. of Persons Type of Well �V ,S CAt `Ao ?1 CG Capacity '10 t c«w. Purpose of Well Z CCU y�-*-tbn 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 bgen issued by the Board of Health. Signed y �" 11 It,,2D Date Application Approved By Date Application Disapproved for the following reasons: Date Permit No. --©1 s Issued S�F 4170 z,0 Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(*A), Altered( ), or Repaired( ) by `�'S yti1o� w p-�\ NAVrA i�y\ Installer at �4,e , CQ,r\`�"Vi`�JL 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.iA)&Zi2 — Q 15- Dated_5 / Zr7y THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. o 15 Fee y BOARD OF HEALTH TOWN OF BARNSTABLE Xl 2pplicatiou _for Yell Cou5truction permit Application is hereby made for permit to Construct Alter pp y p (�4), ( ), or Repair( an individual well at: 153 11`l Location-Address Assessors Map and Parcel S �•O gc�f. 1`�1 :W•��Q nn i5por� 02 b12 . Owner Address' Installer-Driller Address Type of Building Dwelling ./ Other-Type of Building No. of Persons - TYpe of Well Capacity rn 01 v� Purpose of Well cc 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 Date Application Approved By t J /ram Date Application Disapproved for the following reasons: Date Permit No. ZaZO 01 S Issued 5tl g171)7 0 Y Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY, `that \the individual well Constructed(x), Altered( ), or Repaired �- ( ) by S Installer at cokftu�I�WQ— 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.+A)&2(7 Dated /tj 2oz t 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 Vern Cou!5tructiou Permit No. Q Fee 17 o�? Permission is hereby granted to 1.Xs '-�-orA Ace- Installer] to Construct(-v)),4 Alter( ), or Repair( an individual well at: No. Street as shown on the application for a Well Construction Permit No. 00'jL J ^O 15 Dated 5/I z� Date 0 Approved By 1 _ 56 [54] I soon 3 ► >� irr;goAi O j dilo - I / I `621 hQ ; I p DECK I TH3 TH4 ROPOSED.- WELLI I GE F FO DATIO EL. . POR Ff 6 [65Z] P D DR �6y 64 !M I REMOVE TING �6 o MENT A L . .. Z RE ETATE A EA I - rn� _ Est 66 I i I - I I BENCHMARK I CORN. CONCRETE PAD i am I EL. a 70.65' HA E LINE I ELECTRIC 70 TOAKICM ICD I _ Massachusetts Department of Environmental Protection IL Bureau of Resource Protection , Well Completion Reports Well Driller Please specify work performed: Address at well location: ................................................................................................................... _ New well Street Number: Street Name: 81 HIGH NOON DR r,. Please specify well type: Building Lot#: Assessor's Map#: Irrngation Assessor's Lot#: ZIP Code: Number Of Wells: 02632 City/Town: Well Location BARNSTABLE In public right-of-way: GPS { ,Yes f-No North: West: 41.67632 70.35447 Subdivision/Property/Description: Mailing Address: Wr click here if same as well location_address Property Owner: Street Number: Street Name: FERNANDES 81 HIGH NOON DR City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02632 Board of health permit obtained: (�}Yes f'"Not Required Permit Number: Date Issued: W2020 015 !05/14/2020 ................................._..._........................ ......... Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program 5` Well Completion Reports(General) Well Driller - General Well Form I DRILLING METHOD Overburden Bedrock auger Choose Bedrock WELL LOG OVERBURDEN LITHOLOGY Drop in drill 'Extra fast or slow Loss or addition From(ft) (To(ft) Code Color Comment ( stem j drill rate of fluid i Cam` 0 20 Fine To Coarse S' I Brown �. r.Fast r Slow YES NO j 1 _ Loss Addition > 20 1 i(40 Fine To Coarse S' I I Brown i Fast f Slow ' I` i YES NO [i` ' Loss Addition I r € _...... f' (7 f 40 j 45 Fine To Coarse S Yellowiish Brown ' 17 Fast('Slow I ..... .... YES NO ] Loss Addition WELL LOG BEDROCK LITHOLOGY I Loss or Extra Drop in i Extra fast or ;Visible Rust From(ft) To(ft) Code i Comment addition of Large drill stem i slow drill rate Staining i fluid j Chips ............. j --- ode Choose C I Yes; Yes YES NO Fast 44„Slow Loss Addition jj ------ ADDITIONAL WELL INFORMATION Developed Yes t'No Disinfected 1: as (`No ..W.rvY................................ Total Well Depth 45 Depth to Bedrock Surface Seal Type lNone racture Enhancement 'Yes No CASING �Is Casing above ground? I From To Type Thickness Diameter. Driveshoe .V..-. _.._........._.........___........................ .._ r_.... _...__..-........ ..... ..-.V..V. 0 41 l;......^Polyvinyl Chloride I Schedule 40 � j h!Yes) _.._..........._......._.............................::.. ..........__._.......................................... SCREEN jr-No Screen From To !Type Slot Size i Diameter 41 45 ] Stainless Steel,Well„Point iO.012_ 4 y WATER-BEARING ZONES r DRY WELL! j From To Yield(gpm) PERMANENT PUMP(IF AVAILABLE) 2 Wire Constant S pe ed Pump Description Horsepower Submersible Pump Intake Depth(ft) 44 Nominal Pump Capacity(gpm) 20 ` Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) 'k k ANNULAR SEAL/FILTER PACK From To Material 1 Weight Material 2 Weight Water Batches Method Of (gal) (count) Placement Choose Material �� Choose Material __ � ` � Choose One WELL TEST DATA ......................................................................_................................................__..............__...............____.....___...................-..._.._.........._....._......___._....._...._._.._..........._...................................._.... Time Pumped Pumping Level(ft Time To Recover Recovery(ft Date Method Yield(gpm) (HH:MM) ;BGS) l(HH:MM) BGS) I 06/OS/2020 Constant Rate P ump ± 12 130 26 I0:01 25 _......._........... i WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) Measured __.._..__-_._ __...__ 06/OS/2020� �25m� � 12 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my'knowledge. Supervising Driller DESMOND VVILLIAM Monitoring[M] III, DrillerURQUHART Registration# 764 Signature THOMAS,E DESMOND WELL Date Job Complete �----------------i Firm DRILLING INC. Rig Permit# 0551 L'07111/2020 I NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. s EA VIROTE'CH LIAB 71 ATORII S, hNIC MA CERT. NO.:M h1f 9,06:3 8'Jan Sebastian Drive LfiO 12 Sandwich, MA 02S6 i (508}888-6460 1-800-33.9-6460 FAX(508)888-6446 Client Mime: Desmond Nell Drilling Lr)Cl/tll)lE Address.; PO Box 2783' 81 High Noon Drive Orleans, MA Centerville 02653 Lull]Nt(mher DW-201536 Collected By: Client hate Receh,ed: 06/05/20 sample Type: Well/Irrigation Well Specs; 45/.26 911(14Ys7c Requested G`otils R iron mended Limits Analpsis Resell ;�t edtnd I gateAnalj'ied Analyzed 13j� Total Coliform CFU/1.00mL 0 0 SM9222B 06/05/2020 KF @ 16:30 pH pH units 6.5-8,5 6.84 SM 4500-H-i3 06/05/2020 LL Specific Conductancen umhos/cm 500 212 EPA 120.1 06/05/2020 LL ... Nitrite N mg/L 1.00 s0.006, EPA 300.0 016/06/2020 LL Nitrate N' mg/L 10.0 540 EPA 300.0 06/06/2020 LL Sodium Mg/L 20.0 23 EPA 200.7 06/09/2020 KB ... Total Iron mglL 0.3 0.04 EPA 200.7 0.6./09/2020, K.B Manganese mg/L 0.05 0.069 EPA:200.7 06/09/2020 KB Comments: Nitrate level should be monitored periodically. Sodium level is not a health hazard. Drinking water may naturally have.manganese and',when concentrations are greater than 0,050 mg/L,the water may be discolored and taste bad.Manganese is not a health hazard at levels 0.05-0.300 mg/L. All samples were analyzed within the established guidelines of US EPA approved methods.with all requirements met, unless otherwise noted at the end of a,given sample's analytical results. We certify that the following results are true and accurate to the best of our knowledge. Water meets EPA standards and is suitable for drinking for parametersteste.d. f`4 Dn1e 6/9/2020 �Raaalil J.Sadri k � 1aboratort'1a1/'LC1nY ; DRL=•,Below Reportable Undis *See Attached Page 1 of 1 oCertification is eat avatlable for this anal),te for potable}eater samples.,. 1 TOWN OF BARNSTABLE LOCATION SEWAGE# 3 VILLAGE Cttmj . t,fl�{ ASSESSOR'S MAP&PARCELI INSTALLER'S NAME&PHONE NO. qua N 4V 2 Ul cj1 i tvc SEPTIC TANK CAPACITY t 'SGa LEACHING FACILITY: (type) <�CQ G[G 10 ) C ize) NO.OF BEDROOMS OWNER (�(faGc,J� PERMIT DATE: 1Z,I S I `f COMPLIANCE DATE: Separation Distance Between the: more ar 4 m,r Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Qe(C 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 �� I�1,� 13Ac I4 43 J' N � 31 ;r ` 52,5 No. ! ✓ Fee THE COMMONWEALTH OF MASSACKUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS li atiou for Voosai 6pstem Construction Verrait Application for a Permit to itstruct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /A X(a�t A�Cxn� 3r Owner's Name,Address,and Tel.No. Xo Assessor s Map/Parcel :a: Ql'1P115 Installer's Name,Address,and Tel.No. Designer's Name Address,and Tel.No. 9 $ Cr —� _Dkt '2 Type of Building: Dwelling No.of Bedrooms Lot Size 7.��'9/49 sq.ft. Garbage Grinder( ) A7t0 Other Type of Building /�Q.�o No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) yO gpd Design flow provided V.!F-5— gpd Plan Date��3, .a�lT Number of sheets Revision Date Title Size of Septic Tank /40�Op �c� f Type of S.A.S. ,Description of Soil C G �� �o"i~ G Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by of Health. Si 4 4nj j Date Application Approved by Date tf � Application Disapproved by Date for the following reasons Permit No. pew �1 ' 1 Date Issued No. 4 -y "� THE COMMONWEALTH OF MA-AGNUSETTS- Entered incomputer: Y. PUBLIC HEALTH DIVISION-`TOWN OF BARN$TABLE,MAS8ACHUSETTS pptitation tfor ptsp'usat f)pstem Construction Permit Application for a Permit to nstruct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /A�^4� ( Owner's Name,Address,and Tel.No. ,PjZZ G_­r- (-J. i Assessor s Map/Parcel 'r I A. _ 'rl�✓C I'YI4Lr�✓`•t. 0� N W"1n-i s Installer's Name,Address,and Tel.No.S� 7/S� Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms N- Lot Size 7? Ss/,' sq.ft. Garbage Grinder( ) Pilo Other Type of Building_�Z-l7 rNo.of Persons Showers( )Cafeteria( ) , Other Fixtures -Design Flow(min.required) K;Z=,- gpd Design flow provided 5 - . gpd Plan Date"/.�-�7--3 -�r._�// Number of sheets Z -Revision Date 1 "✓ Title Size of Septic Tank /Soh It re, Typ"'e of$A:S' Description of Soil p 5"G S S•t`Yep­e.•i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewagedisposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificaleofw- Compliance has been issued by this-Board of Health. Signed q4 Date r yT Application Approved by Date ' Application Disapproved by i+ Date - for the following reasons JI Permit No: b t-,` I Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of CCompfiauce • THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by i at �� �.)-`i),. In pan has been constructed in accordance with the provisionslof Title 5 and the for Disposal System Construction Permit No. /L�dated I i- LI -/V Installer Designer #bedrooms' L/ Approved design flow f t10 gpd e issuance ofthil pe mit shall not be construed as a guarantee that the system will nc' n designs . Date Inspector r -----------------------------------------------------------------------.__-___--_-_.--_--._._-___------------------"'------------ . No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS IDis�at ffipstem Construction Permit ,.� Permission is hereby granted too Construct( Repair( ) Upgrade( ) A.- A T_ System located at (5 1 '�1'11 C..l� ��_� e and as described in the above Application for Disposal System Construction Permit The app // with Title 5 and the following local provisions or special conditions. r •tia^ nt� 7 P" Provided:Construction in be c pleted within thr a years of the date of this permit t �� r -----,_! Date `��) ( �� Approved by aToTIGP'l �%2 eel14 aa - No.. 0 • s t P ! e ... Fee - f THE COMMONV�IEALTH OF KAW'AC QSETTS Entered in com uter: IYes PUBLIC HEALTH DIVISION - ' OWN OF BARNSTABLE, MASSACHUSETTS— applitationjor MtogBal 60tem eonBtrUction Permit Application for a Permit to nstruct( ) Repair`( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /A /4 D Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ram,' Installer's Name,Address;and Tel.No' Designer's Name,Address,and Tel.No. _ 1Fpe of Building: Dwelling No.of Bedrooms y >V Lot Size 7 F �;?/8 sq.ft. Garbage Grinder( ) yl- Other Type of Building _� _ .I/ No.of Persons Aj/ Showers( ) Cafeteria( ) Other Fixtures 116... --Design Flow(min.required) gpd Design flow provided gpd o Plan Date" �' ' 3 / Number of sheets / Revision Date Title Size of Septic Tank . Type o 'S A'S 7 arw Description of Soil C� G. �` • �' '" yam,,f G. i �j�/dZ8 i,��. e��? /7� " ti7XG' S /� /✓� Ga �� a J 3 r �. �r Nature of Repairs or Alterations(Answer when applicable) r 1, Date last inspected: l 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 Certifi a e'of; Compliance has been issued by this-Board of Health. , Siguc_ Date ' Application Approved by' "2'� , l a Date f J Application Disapproved by Date for the following reasons t. Permit No: p�bl�-` ' � zj� Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS �,. (Certificate of Compliance r THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) '1 Abandoned( )by F at �� jn uv,n _ has been constructed in accordance with the provisions of Title 5 and the for Disposal-System Construction Permit No. f — L 3, dated 1 t- l Z -I V Installer Designer §§ #bedrooms' Approved design flow D gpd {T The issuance of chi pe it shall not be construed as a guarantee that the system will c' n a desi7EP Date Inspector `- .------------------------------------------------------------------------------------------------------------------------------- . No. 0 1 L4 — 4 � Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �`•. Mispo at *pstem Construction 3permit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at 1fn x and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be c pleted within three years of the date of this permit. Date /� 1,4 �/� Approved by 7 4 t iseaulato y Service's tr Thowas F. Dealer, ectmr . Public Health Division - '� homos McKean,Director no Main�tn-eet,Hyam&,MA02601 Office. 508-962-4644 Fax: 503-700-6304 Itstaller aka Deslgger Certification Forte Date: 1� �ewm�e Pe m it# 3 Assessor's MIapTarcelAa3OLO � Desu elre tt Ur) Jmg1tafle : 0 Address: �c3� !"t G4 tv� i Address: `"` was issued a permit to install a (dat(-,) (installer) septic system.at jtk fioov,, ( r! Ve based on a design drawn by f ( dress) ,t e�f ' OF—tTu dated (des aer) 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. 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 accordaa.ce with State & Local Regulations. Plan.revision or certified as-Built by designer to follow. I�A OF MAs + DANELA, � OJALA nst er's Signature) " CIVIL No,46502 a ONAL (Designer's Signature (Affi—,Designe.'s Stamp Mere) pLEj ASY, RETa- N O BAR45TABLE PUBLIC: HEALTH iDAY18101't. CERTMCATE OF CAI aTA a,E z w1 8,130 I bN M BOTH THIS FCI�'Ii AND AS-BUILT CARD ARE REC;ENED J THE BARINSTAEY,E PUBLIC HEALTH IDMSION. MARK YOU. 0:4eal'h/5eptic/Uesigaer Certification Form 3-26-04.doc BomkiLPAGE TOWN PLANNING BOAR APPROVAL tN4%R INT y7.Lq W5FW Ml)jff23 A 1U 11 C,AVIR*LAW ISA'O,S{'*00 ° 7 Rf4E47n Op OEM' REFERENCES a NA IF ra uss,ft 11,1.2-1 .Krt{'.; OWNERS OF RECORD tia .s--1 �0 E xe Enxre n a..o wa! c(n xm y,iP. �` �/� }' Mit,eflu 5T E.E .,A5Ct ept i+L 0.aN OL),I I' _� M1.Lv SERItWAu]tl AS ID C'.iWYE1tKLi M)3F CNArL Q� MI. AaWtttiN7P tuJ r �er ne raaie�nSExln+r. Pae ramsm:use trr�t 7y ,1 "'l� LOCUS MAP +�sxPs war)q Pwms 21s pPy SaJ tP rcasy EErr NAtIA✓.a �E •A+.-]]2.asli sr aA a3i3 w x JNRas,.])!8 1]N NL'+A N'3T f[YUAn�rtCM SaK a E 45ai•G.G739 C{M1CAnµC,.:wa G14 ID.0 x 1 1 CN ND. U P OS Pih Y13 + xMC; P*.1 QA IswsAm IjJ( ,s vusoE cq�x MpA n Mrn.a ZQPIWO SLR.IMARY CEN:CP)LLE N a2aJa EV 0 a° y,}pty ia? 6t]S1�COT RYN]XPS R`!PO [Q3tEA U.C.Nh OaV."x mnnc--PC S3C ^•--•_'? Aev'aa.u•p a za rnP. m I0 P.i! eg IINP•aE �aw mY.uo ss.APP:) = R R� � a+asr 25939/-v R I ' Yr�"�- x ail � *.�. .f� eaa'z•. Ew-fi 1 q m o Ew•5 ,� iwy cgPc wx. E,a sna+:a. USP b'ER N7R'E 4r.PE wC-m 7 nzs' Qf dPu.T IFIC;;f I�aIIeCIKaMa -IIIIIZT NuV w..AT w-ra (um .. i!n�Mh11 caau. LOT A-1 (1.69±' AC,l er-Sa 1'g - S w-a c PcZ.- raw UPLAND 64,531* Sq F1 \ EN" a/` NOTES WETLAND 9.287t Sq F: TOTAL AREA 3,818f Sq F1 �Sg� avn taITAPrs m,7•}'k vA(-anc yw wi rcL alv i Q \e� m e ..5(�r an'-�".anmal�vrala ,ate' w�,m aaamz.ta.e.Aa+ar x.NErn �yi.7�� t xw 14J KL x:J 4n.mc. 91� � I 6 a9G6Cn SR�xY .°.F V.9� �1111�1111�"' .�p�'.w,W 2�da�a_+fo06 PG wr3 P.H CPS iJ.TKAf uk•Ir)P0.1tY � Soni 1 i67.4}� a,1G Y9.'E UMr1?'[ayEN[xf.rp3a4v[a !a +a wn uE c¢u a..ra Pws In E /�Es-]A 4'MTW E/ScxEHi S[[C(iJ GaP'=3.1Y LOT A-2 (7.82a" AC) � /-\ rr•E T» UPLAND 53,611t Sq Ft iS�;Yf ,,, paTC9a).Jca. WETLAND 25.273i Sq F: o-Sa. E»-aA tw-sr. .&D. d TOTAL AREA 79,289f Sq Ft � ,✓ y� ,\ �1 �K00 r um tq cea 2,a SnePxixAs '.a;(A utiAuo / f°-•A I I r3P,!]P0.2. Ex'-fea Ir 00 [ EN a I 1,,90 65 .e a i f fie• �A w,,,x x\ TP'n-E s.sET .ceas /S�L . + C.UJN} XEi A-)15d' 9r a'aC» E+-a L Q.uter, Inc E luA•.wur.-r" 1 9m \ �d?b S' �� l�Lwr Cx-,s+ � ii 'ta 9. K+a,L nIA:e4 }may g3 ' P I' Ir, :Y PUSk16 N�TEH R043 'y\ p CMICANU.e. IIMJ UA PM M L 2 L Iw m n ,a NA^tq aLt Yit �L-- a LOT A-3 (1.82t Ac,) 6 fi y UPLAND o 49,3763 Sq Ft n.rllPs tr.rruN:sa s 9X� WETLAND a 29,847t Sq Ft wP wJ Pa.a] P 4a MIN Naae o"Im CCNMR""G 11 Qa]S tQ TOTAL AREA w 79,223# Ft ss .P ta3 Pa an \ -V Sq �3\ qa30f205 p Q SpAP[ 2,0 o P 0.T f L,P'm,&:a.-as;J 3a—NEGta cP1N_. Y,r[aC h AELAAKT 1+f trJR[A UL NA 926Ja S A I V "C.IP A m aaa tlr.N N ➢f w/L ?� 93 C�tEANLLF.YA CatrM U�7$ w wJ ra a37 aaueros re ` fI 2us7T3:acl r \\� E%93aLa}a3 or PLAN OF LAND I CEAAFT Yr47 h13 I N!was Na➢[1/ IN MIMMCE N1,)I wlr' Y CT CCY£i ""�^""'E"umE"A'"' CENTERVILLE, (BARNSTABLE) MA IPg",trc As JAAUMr z rn HIGH NOON DRIVE we cape engie:tang iac, I ,r.;r o„g,�ccra RRfPARE4 FOR innd�vrxeyA>ra Q�S-3a2 ,n."�' � 439.vo:,3v.at(Pie PAI BB ➢AiE ahACLA.outx.P.La.- ESTATES OF DAVID AND JOANNE GOLDMAN Z glo-ps➢ AkruST 4 2012 lVl ace�o �,W> 'own of Barnstable P 191 � ' Department of Regulatory.Services �, Public Health Division Date 11111113 i899 �^!g 200 Main Street,Hyannis MA 02601 Date Scheduled Va l Time Fee Pd. /aa Sot Suitability Assessment for Se e Disp® V ® e Performed By: Witnessed By: � �?��W LQCATION& gENERAL INFORMATION Location Address. /�'1 (�d P%— V✓1 ,fie Owner's Name Address `- Assessor's Map/Parcel: 1?J IT' V Engineer's Name NEW CONSTRUCTION C REPAIR ,T]elephone# 6 U Land Use: [t/00 / %Slopes �—�y /(�p� •0 P ( ) Surface Stones Distance's from: Open Water Body /I00 ft Possible Wet Area Drinking Water Well >��- ft Drainage Way (aG ft Property Line 2 ft Other ft SIMTCH'(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands•in proximity to holes) 3&3,yw �r r CS ($ wt Vx'k 7� CD .�. G(. > C Parent material(geologic) L T Depth to Dedrgck � ,{ Depth to Groundwater. Standing Waterin Hole: wk- Weeping from P1t f�1"./Fnee ' - Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE .Method Used: A7 G W Depth Observed standing in obs.hole: la. Depth to soli mottles: Depth to weeping from side of obs,hole: In, Groundwater Adjustment Index Well# Rcading Date: Index Well levol.. _ AdJ,factor,.,_,.,_ AdJ,Groundwater level , Observation PERCOLATION TEST Dal.a 7 T w, Hole# Time at 9" Depth of Perc _�d tC/C(/ Time at 6" Start Pre-soak Time @ Time(9"-V) End Pre-soak / \ Rate Mln./Inch Site Suitability Assessment: Site Passed Sitp Falled: Additional Testing Needed(Y/N) 1411 11 Original: Public health Division Observation Hole Data To Be Completed on Back-------- I ***If percolation test its to be conducted within 100' of wetland,you must first notify the. S Barnstable Consefvation Division at least one(I)week prior to beginning. Q:\S EPTIC\PERCPO RM.D O C DEEP.OBSERVEITION,HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil• Otlrcr Surface(in.) (USDA), (Munsell) Mottling (Structure, Stones;Boulders. (01 ' o i ten=y.96'Cravel) DEEP OBSERVATION ROLE LOG Hole 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell)t Mottling (Structure,Stones,Bouldrrs. -Consistency,%Grave 3�-12D C •mil/�S • Z�S�j �3. . DEEP OBSERVATION HOLE LOG Hole, .___3___ Depth from Soil Horizon Soil Texture Soil Color Soil Other' Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Co I tencY_%(7ralICIN 42_y/ CI fl DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders, Consistency, Gravel) " L IDy KA�jz y y Z- zP ' C 14/CS (6 Y 9 Flood Insurance Rate Map: Above 500 year flood boundary No— Yes _ "Within 500 year boundary No v r Yes ' Within 100 year flood boundary No.1- Yes 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 matorlal? Certification 1 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 CUR 15.0/17. Signature _ Date Q:1S.1M1"1'1aPERCF0RM.DOC y e � A-4 AA A 4 4L 12'-6° �' 1y-6• 24'-0' 6'-1O' 6'-4' g•x6' P.T. T N'EADER VERIFY W14PADI TYPICAL TO SLAB NGT. 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J .• I Z ' I I II ca+cRere wau o WBH2 NDR ( 2J2xi2 — —— CONCRETF 20•xla I '�—— —————————— I Z W �+�+ II II CONCRETE FOOTING I Q w> ---� I -- ---*— — -------- J Qa /I \------------- --- — ------ I \ / APRON rL -- —•---- —•-- -- •--- E ----•— Vul I P�TS,DLEDar. R -------- Z luIV 14- LAG BOLTS 16.O.0 I� 7 Q Z J 2)2x10 6'x6•P.T.POST Z' Q— FLUSFI R TYPI L z Q 4'-0' Z LL Lu PROVIDE 10•DIANI.eONO- F�®COLUI�NTN'SUfF01lPT�ABOVG LL A e BASEMENT NOTES: A.4 A.4 A.4 I.MAIN FOUNDATION WALLS rO 8L'JO'POURED CCNC WW//20"BARB TOP 1 t BOTTOM RE.T FOUNDATION ON IO 7G0'.TRIP F001'ING. loll" PROVIDE am 41GRIZ.BARS CONTINUOUS I'l STRIP FOOTNG W a ,r,T'Amy, AY PROD.ff 66 V F ppy ELS p 24 Oj;;-i ENDED � 6-6 nIk a TOP INC.. IDE a BOLTS•. D. MAX.MIN 7 GNT WA xl/4 PLATE WABwER I 1p 2,ALL STRUCTURAL STEEL COLUMNS TOW S U2•CONCRETE FILLED LALLY COLUMNS TO EXTEND TO FOOTING BELOW.PROVIDE 6'ft6"x6/6•CAP PLATE 33 TYPICAL NOTES: t T'x12•x6/4•BASE PLATE W a @Wf DIA.SOLT&WELD ALL CONNECTIONS e g FOOTINGS TO OG 66•x67w SQUARE CONCRETE W D a6 SARS EACH WAY. iQ B STRUCTURAL WGINEHi/DE8IGNGR TOfBtPOWM FRAMING INSPBEC7'WN Y� E� h61EN FRAMING Ip COMPLETE AND FWOR TO ENCLOBURC SY INTERIOR 9. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. WALL PlABTR BOARD/FIN18N. 4.CONCRETE SLAB TO W 4'POURED CONC.ON COMPACTED FILL- CUT 2FI CUT JOINTS ALONG 1 G WALLS AND WAM Q0WM LINES. RS2UI BYr&T�IDODE�IEMELVI TSLATON AS s m CONTRACTOR SHALL ENSURE TWAT ALL FOUNDATION WALLS MAINTAIN 4i MINIMUM COVER m . 7.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMN.. p IpN-CCOORNRTERGACTOOIR SHALL NET L.EGALE EDNRpIAWNNGNppTfOR DIMWSIONp gNgY77MISpIN4, I C m OP TwE D�IGNER��BF.CONM!THE RGBPON8181LITY OPE T TCONTRgp�pR ELATION E �^.1 T� BpTT�d'11LB124RB.F�R BTTFOUNDAITI 20J .TRIP ROOTING. .r O PROVIDH'JI a6 CONTINUOUS HORIZONTAL BAR.A7NRDgryKSEYWAY IN STRIP FOOTING. N Z O LLCALLY. rVu 9•x9'tl/'X ENP✓ BARS AO. 0..G 90.T.• cMAX NT MEDM 4I gN FORCING W s6 hj F PLAre wASwea L^��1 ,,,, m c 4 10/14/20141:42:37 PM f � o � A B G A.4 A_4 A.4 74'-4' 6 G yyg�� STEP c�+$ 6 am DECK w H . I o. cgg Igo i Lei z�'i3a�5i..�Odzc 4'-S- F7 M-11- -I• 1 D• a_I. E na rc4oaa Q eom , 90eT $ pG AY SRT aeeie TOe flMQLSS 00 MIN. aFe°e GA4LIETe 3AD.4 5' CD UwQs 7�n M- aArra IBOLASB LITE PANG Fn aue zb LINENRM. 0 aei a 26" au —————————— smT � l+i D +A INSULATED MASTER PI 4 LITE DORa6e � ' b S.a p Z V BEDROOM I n'-e xla'a• I Q W lu 0. Q Q Q I I a•rtooM § i w WK FFVRCt4 Z Pwa°z4 OPEN rOj . W70 GARAGE DOOR 4070 GARAGE DOOR u- W W {�J o L �` TWMIATIWlms IINSULATE r 8 Ir r Q:r F I W2 14'B.L. o � (n Z(V V e067 W57 1 I 9067 e067 _ 4 4'-e' i' II• i'-1" 4'-S' �.. l J o CENTER wl AASLE Lu PO XA VIA.COL.RON uV i*,*'P.T.POST STL'P CENTERED 4'-0' '_O• 4'-0' sib �� a e• � e'-S• 6�_ e�.B• - 1 '- a._°. �-0. a'-0• 4'-0" 7-O" g �>� 9e'- • 14'-O' a4'-O' ; gel A.4 A.4 A.4 ll ItFLOOR LIVISoNGPT.SO PT. Ilel a�a PLODR e04 TOTAL LIVING I— m GARAGE SO PT. 676 POR-N AREA SO PT. 72 �p 1. JLL EXTERIOR WA'.a IWqI-BE�Xi 'p Q N TOTAL •NgLIQ'UNLESS OTNEIWISE NOTED. 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I I Coax FOOTING, TrP. I • I r-———————————— �Lp () I 'AREABVWEADA'Y I TGWYP GCRAALAV TEtL:D C II • IL--H—DR—I•1II)II II UNDER E ALL PARALLEL PARTITONSZE � DOUBLE J018Tg iv y III ••IrIII � Ws-Pb—/TTIB.'—LDoA 4 LAG.BOLTS — en O—C—221 N —— Im EADER --4'—:4^:.25'T—UBE'tB—T eL P ' I oNNN — L ------ lI WALL Z w EI12` 8 �10'THICK 7'-10• I2QAT aIYO JESUSIA BCE' 1 W 2WM --J Z 1u FLUS14 NOR QLU>•--- I ------- nc I -- — — J Qa4 L_�------------- --- — ------ ---y — _ APRON •-- ----- —•-- -- — --- .• � III w/2-6/6° DIDa6ER Z Y1�/ I LAG BOLTS Ii'O.c- II i 7 Q Z J CA LU31 2)21110 i'IIB•P.T.POST Z L N L FADER TYPI AL FLUB" IV-2- 4'-0' V-O• 4'-0" I'-9' 9'-i' 'i' 41-6' 1, O z - TIIWBI ENIGFOOT F IL FOR SIA'9'ORT ABOVE A B BASEMENT NOTES: A.4 A.4 A.4 1.MAIN FOUNDATION WALLS TO SE 1C D CONC.W 2M5 BARS TOP 8 •BOTTOM REST FOUNDATION ON,&wa FOOTING. PROVIDE DOM NORM BBARRTSpCOpONN�yNTIIN,UPOU�S�yI4gM ST6C/RBIP FOOTING W otC�I b INYTUMlINsm,me o. TOP'niNP 7'B��[DMW'T�ul/S'> % PLATE WASHER 2.ALL STRUCTURAL STEEL COLUMNS TO BE S VY CONCRETE FILLED LALLY COLUMNS TO EXTEND TO FOOTING SELOW.PROVIDE iSti'l A'CAP PLATE d TYPICAL NOTES- .7SA2•+Ib/4•BASE PLATE W 4 Bb/4• DNA.BOLTS,WELD ALL corwECT10N8RG g �� FOOTINGS TO Dc Oi•loi•.W SWARE CONCRETE W b ab BARS EACH WAY. fill aa5 p B RUCTUM.ENGMEER/DE81GNEiR TO-PEWORM FRAMING INSPSECTION b. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 9 i kW ALL I�AC>� D PRIOR TO ENCLOSURE BY INTERIOR 999 CUT 4.CONCRETE ALONG WALLS AND BEAM COLUMN LINES.BE 4-POURED CONC.ON ®►ILL. �e'EMNON RCOUC RF�BY CODE(rV F Oft M�HT*�L)LATION AS i 10 co 4N-rTRACR INIMUM CWEt ENSURE THAT ALL FOUNDATION WALLS MAINTAIN F m Ir 7,SEE STRUCTURAL DRAWINGS FOR LOCATIONS M ALL STRUCTURAL COLUMNS. O a. CON1 RAC TOR SHALL Nor SCALE oRAwI146 FOR D neN a BION ANY HISSING, I C I OR OUESTIpNABLE DIMEN&ONf NOT Rp-NT TO THE ATTENTION .tl of a DE>91GNER BECOMEEBpNTRES,REBPONSIBIurr pp�N�TpNRNlEpc�a�N%pITNpR'CAg9croR. � OV iTOM RES NO(tIZ GA ER 11— gLS4R�BAAIM K[YWAY IN B RPI POOTIIIG.Na, �' z O C TOP BARB YO MAIN WALL 8AIR8. PRO✓IDE 73�Jg0'N%�I Tr10N ANFORCNG W ib IN BARB ANCHOR SPACFNO•12'O.C.VERTIEMBEDMENT w/9'xb'al/4�PLAT[WASHER � ~ BOLT,I O.C.MAX MIN TT O 10/14/20141:42:37 PM W o 5 A B C w A.4 A.4 A.4 p 79'-4• 6 G � o��mffi�G bt al. IgY BEGS Q 4'-S- F,M-, -f-2' 23--l' S g O �c 3042 1.do aw 60E II 5S7 H67 P aTHERMATM bb *0Nr FIDERGLAW MIN. 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HEADER � JOISTS IL•O.E. ,• ISw FELT PAPER M_U_N.O. / IX SOFFIT pp 10 16'O.C. �.,,� •,, 'p R-Iq FIBERGLASS INSUL_ E/6•COX PLYWOOD I j tI F 2)1°rp9�i•LVL Pa IX PWFSE RAFTER VENT w m wOND w w WHERE INSUL. U •MIL•POLY VAPOR BARRI SOLID BLOCKING UNFINISHED R-38 INSU UNDER DORMER ATTIC $G W.a WALLS Anode _eEccNc ATTIC STORAGE _ 91OOND.FL OM 2xlo RAFT S)2x@ HEADER FLO2 R OIS FLOOR JOISTS FLOOR JOISTS FLIP' 2.6 CEILING STEEL BEAM S JOISTS 16'O.C. g 2y2x10 T IC L WALL DETAIL ^ T IC RIDGE VENT DETAIL a a HEADER FAMILY RM. v c_ergec__c SCALE I-I/2" 1'-O" w TIT_U.N.O. 2)2x12 HEADER ._FIIffiT SH R.00R \ FLU f I GARAGE BLAB 2x8 DEAL 2xi2 li'O. 2x8 DECK 2)2x12 4'CONC,SLA OR B JOISTS 16.O.C_ FLO JOISTS ...{{{ JOISTS 16'O.C. HEADER IC THICK x 41-6' 2xs P.T.L.EDGER 3)2x12 DROPPED GI PLUS" 10'THICK x T-10• CONCRETE WALL ON \M-ru-LEDGER CONTINUOUS 2O•xl0' I DI4. CONCRETE WALL ON v LAG BOLTS 16'O.C. OFIOOR 16' JOTS ''�i ZZ LAG BOLTS li'O.C. CONTINUOUS 20•x10' CONCRETE FOOTING bC DECKING O CONCRETE FOOTING 6 m i P.TEN.KFOO�Ts UNFINISHED / �•-� SECTION \� NG BASEMENT \ _ _ _ _ _ BASEI7ENT INAe- L TPURBpL.yIDE 10•DIAM.SONO- FOR COLIJwM 1 1ABOVe 9 1/2'CONC.FILLED / STL.LALLY COLUMN 10'THICK x T-lo• ON 36•xE61xl2•DP_ \�� SECTION CONCRETE WALL ON CON-FOOTING,M. CONTINUOUS 20'xI0' 8 CONCRETE FOOTING ,. A.5 CONTINUOUS itIDGE VENT 200 RAFTER G 2 26 NAILER ASPHALT ROOF SHINGLES A.6 A.4 PLATE s/6•COX SHEATHING 2r TOP e . / \ e•"A.n.YWooD Rw BUILDING P / � GE 2 .12 RID 2ytr12 RIDGE VERT BAFFLE IX FASCIA W/ 2x6 NAILER ASPHALT ROOF SHINGLES 34 A ALUMINUM GUTTER �] aA 34 34 A.6 2x10 li'O. i/Yboi 16' SOFFIT T STRIP - S�I2 h&-*=ING � - � \\ \ bf SOFFIT 2xi ______ 2yJxt0 ue1 l I 2xi BRACING FLUSH MDR JOIS 2xs CEILING HEADER 1X FRIEZE J018Ta IP O.- .JOISTS 16-0.4 TYP.U.N.O. R-14 FSGL.S.INSUL k- i F F 216 CEILING . 2x"10,O.C. I JOISTS 16,O.Cl A.6 W COX.SHEATHING F iddLG I I r w t/2'GF/B 2x10 16'o_C- / w VAPOR BARRIER j I V4'T4G PLYWOOD SUB-FLOOR 2xs LEDGER N4 A.C.FLYNIOOD SECOND FLOOR I I GLUED AND NAILED, TIT • 1 � 12 � Ak !4 2x6 CEILING _ JOISTS li•0.C. ._. SECOND FLOOR TYVEC HOUs HEAD 5 FLU 3r2xl2 y2x12 16 cOIwER SOT. SIDING(SEE lLE1/6. H HEADER )i}ptll�'LVL f FADED D HEADER FFLOM•JOISTS ~ FFLOOM JOISTs E � � LIVING ROOM A.b . q-b / - SOLID BLOCKING UNDER DORMeR 1 KITCHEN q A%D'P T.POST F WALLS ABOVE i \ / A.5 CE NTERED I C K DETAIL AA 2yJx12 SCALE 1-1/2' . 1'-0" §I Ak FIRST FLOOR -/ 4) B Sw on D„` a� DINING LIVING RODM _ _FIRST FLOOR $' HEADER tl�t FLU9N \ / FLiFLOM JOISTS 2FLU&1 NOR ~ / 2xE DECK FLOz li'OIS FLOOR R O. / conPDSITE oEc m H \ =? a•o.- FLooR Jasrs FL ooR JOISTS 7)2xl2OPPED G 2x12 li'OG. . O PXi P S A.6 LEDGER 9y1x12 DROPPED GIR FLOORJOISTS I § v LAG BOLTS i'O.C, * F canrosi'm E OSIX FLORNG A 5 G TO ON P.T. P.T.POSTS G R1qpgG�p -5 UNFINISHED / UNFINISHED / Ii48EMET(T BLAB \ BASEMENT x. Plto✓IDE l.04AFL sq+o- BASEMENT \ BASEMENT SLAB coumRr QOieuPPORTFO°ABove NG PROVIDE 1G0•FODIIA{M�.OSpO�NO- — + S W CONC.FILLED / 2xs DECK - COLUTUBE O RI sU FFPGItT ABOVE / C / STL.LALLY COLUMN \ 10•THICK x T-10° JOISTS li•O.- s u ALLY_FILLED \ f \ / ON 8i'xii•x12'DP_ CONCRETE WALL ON ONS li'xK:12 �O �r CONC.FOOTING,TIT_ Rye SFOpDTIP1aG 10'THICK x T-ILO COWL,FOOTING, TYP. 8 CO INUOUS L2trxlLr g R SECTION 5 A.5 gEGTION CONCRETE FOOTING A.5 A.5 10/14/201 BIT.Jr.FILLER, —Top OFF W/FLEXIBLE JOINT SEALANT 'TYVEK HOUSEWRAP I. - 6/6, TOP 1/3 LL OP BLAB p kf COX PLYWOOD - DO NOT BACKPI WALL a BIT.JT.FILLER, IJ UNTIL CONCRETE HAS A•COW.SLAB 2x6•16'O.C. ATTAINED 7 DAY STRENGTH TOP OFF w/PLEXI8Le 4y W AND BOTH TOP t BOTTOM JOINT SEALANT in p �j OF WALL ARE PROPERLY 6'COMPACTED FIBERGLASS INBUL. SERCURED. _ °e.°I -a n WWP 67(6 6/6, TOP IA DO NOT SACKFILL WALL PILL —1I I I-1I I I - OF SLAB UNTIL CONCRETE WAS - 6 MIL POLY VAPOR BARRIO[ _ I• ATTAINED 7 DAY BOTTOM H ° a 20 6e RESARB.CdiT. _ ' AND BOTiI TOP t BOTTOM O ly 4.W.B. Q aP BOTH ARE PROPERLY — TOP•BOTTOM IIII—IIII - •a• O 4'CONC.SLAB SER,CURED. �° _ 6•COMPACTED III=1 1=1 CARRY DAMPRODPING -1I I1—I I1 — •� FILL °(. GLUT rKYW. JOISTS OVERFOOT TOP OF _=III I• - — — 2S ae i2EB4R8, CONT. _ _ t TOP t BOTTOM III—III-1 ° SIDING BEE ELEVATION - 2x4 KEYWAY I F° - -" :e CARRY DAMPROOPING III III—I III OVER TOP OFRIM JOIST OR DBL PERIMETER eS No REBA",COiT. FOOTING ) P.T.PLYWD. .L• , —t 11-111—� '5 aOTroM 6• I a ""KEYWAY III I I I=1I I—III—I g= 111 e 2x6 P.T.SILL �) 7/B" T.JI - I — '— ( IIII—IIII 9S m!KEBABS,CONT. • •L. . 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POLY VAPOR BARRIER SIKAFLDC IA Z W COORD. DIM. W/ CONCRETE FOOTING ]J4. I W 1 W-0°XV-0"xl'-0" 9 1 . Q Q Q 6'APRON THK7CPN TO e' DOOR LOCATION ASE PLATE 6'x6'P.T. POST 6X6 6/6 WWF, TOP I/9 WHERE CONTINUOUS I: [CAL HALL Q •DOOR EPENING OF SLAB W GARAGE oaoR Q W y _ n III (V 2I Ye REBAR - I q•l b°xw• - _ �,•� CANT.• G LV.ANGLE u�✓04 T>r__r _° _1 p.T_- 4 V PERIMETER ANCHORS•e'-O" - - - •. Z O W O.C. MAX. ° AWMINUM FLASHING I. /, axs 6/6 WWP ° 4 Eg I. Z TOP IA OF BLAB .. t%11 H WAYSA(T'f'PO4 ��L THRU BW.TB Q V d a v d a LEDGER (n ZZN BEE FRAMING W Q CARRYING BEAMM u- O - NOTCJI 6x6 POSTS VERIFY JOISTS SIZE t .vd 41 '. t THRIJ BOLT BEAM-/ BPAGNG ON FRAMING PLAN d Od' O (RECESS BOLTS) —FP AMIN�ri MANGER d .O• d O A 2x4 KEYWAY Ra 6•x6•P.T. POST NOTCHED OUT FOR4-0 •I I - e • F3 B z 2•66 RARS, CONT '� .. d • y MI CARRYING BEAM t BOLT EB ED 11 d (T P(TYPICAL) ABA66 Wxtl g d POST BASE RF�I $ / (TYPICAL) i is 1 usnx.an annaanr anran:au.w.r FOOTING PER PLAN A O \/ / '"'°e awa+nc wear.aarw wfnsr' I O(TOJO 4'-O' *>• l B \ / / / /\ \ \ / / /' '"• ""OrtaM•"�'"1O1m' I ELOW FINISHED GRADE d (; .v .II e v q OATION WALL 6•COMP, FILL 8 COLUMN FOOTING DETAIL co- SCALE 1-1/2" • 1'-0" I < 7 A AGE APRON DETAIL L , a m SCALE 1-1/2' 1'-0" E v TYPICAL DECK 0 SILL DETAIL 'D SCALE.I 1/2"•I'-0" lV = 10/14/20141:44:13 PM 1 2x STUDS•16' O.C. • Li -� W - 1/2'COX SHEATHING CONTINUOUS HEADER S MULTIPLE OPENINGS I i I. I RAFTER 0 16' O.C. `^3 MTS12 O EA. STUD NAIL 6dCOMMON EXTEND HEADER NAILS•9'O.C. TO KING STUD c u 4! u H2.S O EA RAFTER i ..b TOP . 2-9/6'ANCHOR SOLTS TOIL STM.OF DR u TOP PLATE w/9'x9"PLATE WASHERS 2 ROWS 16d NAILS a •9'D.C. - I OPENING SIMPSON FOUNDATION II 'I c d gz z�E :. li. - `� i gd7S Y - - ABA66 - .I LTP4 O 92"O.C. gCSS $ S/S° ANCHOR BOLTS 1 96" O.0 MIN. 7' EMBEDMENT I� RAFTER TO PLATE CONNECTION f I:: u+/350'xl/4" PLATE WASHER o �� f�1 SCALG N.T.S. NA O W �—� (6° TO 12° FROM END OF PLATES) RR BRACING / r'�\FLOOR TO FOUNDATI O 101� c) SCALE.N.T.S. L.r/ BCAL&N.T.a —?—Q N.T,9.ASE to o 9 E- 2x6 Oft TOP PLATE :2:T Q- 9/4' PLYWOOD SUSPLOOR Y SIMPSON SP6(20 GA) BTM PLATE f., RIM JOIST " - HEADER ..^^ JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING PULL HGT.STU HER UPLIFT STRAP COMMON NAILS BOX NAILS J REFER 70 TABLE 9 DSL TOP PLATE PWO (1 --JACK STUD ,4 ,` ROOF FRAMING SIMPSON `� V HD 4 GA. WINDOW SILL r PLATE w Ztu BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-I0d EACH END ° 0 w> 1 RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EACH END 9/6' ANCHOR BOLTS O 36" O.C. _n K Q META 90' 16 GA. 16' O.C. 2x STUDS 0 16" O.C. MIN. 7° EMBEDMENT Q WALL FRAMING z (n - lu/3'x9°xl/4' PLATE WASHER TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 3-16d AT JOINTS - 3 Q Lu z W STUD TO STUD(FACE NAILED) 2=" 2-16d 24'O.C. jl O 'u w V-� HEADER TO HEADER (FACE NAILED) 16d 16d 24.O.C.ALONG EDGES - II `y> 12 GA ANCHORS TIT.- 4 e Z FLOOR FRAMING 111 K W OD O O CONNECTION 10 _ JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-Bd 4-IOd PER JOIST SCALG N.T.B. I Q= BLACKING TO JOIST(TOE NAILED) 2-Bd 2-IOd EACH END - - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 9-16d- 4-16d EACH BLOCK II Z(�(u LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST ii Q JOIST ON LEDGER TO BEAM(TOE NAILED) 9-Bd 9-IOd PER JOIST Z'. SAND JOIST TO JOIST(END NAILED) 9-16d 4-16d PER JOIST w� SAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-160 3-16d PER FOOT Lu 2- . 1. ROOF SHEATHING 5 U N 5 Q LL scALE.N r.a WOOD STRUCTURAL PANELS LL RAFTERS OR TRUSSES SPACED UP TO t6"O.C. ad I0d 6" EDGE/6' FIELD /BEAM ►STRAP 2)16d COMMON RAFTERS OR TRUSSES SPACED OVER 16'O.C. Bd 10d 4• EDGE/6" FIELD �/ NAILS 6° O.C. ' o SIMPSON GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Od tad 6' EDGE/6' FIELD LSTA O EA. RAFTER a HTTS GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL ad lad 6'.EDGE/6' FIELD E D £JS a E OUTLOOKER9 - DISTANCE GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS ad 10d 4' EDGE/4" FIELD - 101.0 CEILING SHEATHING Rig,� � GYPSUM WALLBOARD 3d COOLERS - 7'EDGE/10" FIELD C.- RIDGE SEAM I WALL SHEATHING 9411912141 liR Bill WOOD STRUCTURAL PANELS - NOTE, - - STUDS SPACED U REQUIRED P TO 24"O.C. - - Bd IOd 6' EDGEA2" FIELD RIDG WHEN COLLAR TIES OF E STRAPS ARE NOT - _ m 'AND�" FIBERBOARD PANELS - Bd - 3' eDGF/6' FIELD - - ARE NLOCATED IN THE UPPER °GYPSUM WALLBOARD Sd COOLERS - 7°.EDGE/IO" FIELD - THIRD OF THE ATTIC SPACE AND ATTACHED TO RAFTERS USING - o FLOOR SHEATHING $ 9)10d NAILS EACH END WOOD STRUCTURAL PANELS 6 d' 1'OR LESS Bd - 10d 6' EDGE/I"-FIELD - GREATER THAN V _ IDd 16d 6°EDGE/6' FIELD ((Dvo�­ 10/14/2014 AND STRAP u GO UD HOLD DOWN - {{{ N z 1:44:30 PM TYPICAL LVL/GLULAM 50LTIN4MAIL04 MULTI 1 314' BEAMS r 44 • 0 mwm I.., .....roc. 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A.4 A.4 A.4 co - v � m - - Z 10/14/2014 1:41:33 PM sr! � I DECK & Fraoa MOT W " i rb,1on aoo Z TIM) son --- Q F�'l o•o --i a15ATH OUP (�( iuL I I I �Do= i i i I I ineATNKITCHEN jSRGKfAST am E I I Lam GARAGE O LIVING ROOM I I am �g raaor a.. ! II I ars $ san ors aua ara n�Ru um oIMMULAwn MASTER 6EDROOM El son 17 �mn o u Z Z DIwNG n J w PORCH ❑ IIL WNO?27 r�°a' OC O W O I ,s w eARARR ooaR +no eARAOR Dome v O C _ IL 71OIATSR 899"TM arM IL saw 00MW V Z � APOWN am son son son N z cZ V w a ° iu W ou COL.IV PORCH IL PA.P.T.POW Corti ww �f yra wrsaon. a�a EaAali lQ�A Qi 1brAL NVM S GAMN w/r. f6 FORM AMA Sf Fr. 7 ail TOTAL IU L ALL RXT� NA"IMLL 11111 mu S A UP ac IRW O�Rn02. e e R IV OR.UNA"0�WrOL L CONTRACTOR SNLL Vapor ALL SIIOR NOTE, aasN op N RRON m aRTssTa MOOOL d ALL WNDOW3 ARE TO DE ♦eoimeAC"e WALL Vapor ALL sawagws yg M ! STERGIS WNDGATE SERIES Pan ANr rRTOR To aoT�TwTOTTOL ooNttLLeTaw Id o Aasasa Tsa/CTT�an7 TlaaaTR an Q semeSL7 Ca�lsaea ROr aamuoNr ro no ATMMM Oa ss CRIOMIT. M N iRi I I �_ p1 apt qCO O sm IF— I —— \ WL •••1 70�1 •7 wi eM.BATH 81 LLBATH QiIl W ion CONDITIONED STORAGE HA NALL OR BEDROOM *4 • p - •� mu fm u•n a •ou p C/] I I RIP Z A II I so $j$ I I 141f aw s� •R M II I �• • ❑ BEDROOM i3 ' ❑ GIST SUITE !! \ wme �� ew�� ❑ n eowa ATTIC I 10'XIO'R RN T RE I \♦ •t wa ❑ 1 I AREA I I I�---------- � �� ❑ I s• , lIS:AR SAL1 •on I OAIIIIINED m CON"� I \ I � I I ❑ V N M{L I •••' fpt •p• am so" — V a0 cam0 - O one °C I -A W Q znu ftr ul u a ° N M 4) 1 M WHIM; HIIQ1 e 1 � C � e � d SYSTEM DESIGN: ALL SYSTEM o S SHALL SYSTEM PROFILE MARKED WTHCMAGNE 1CTTAPE OR BE i GARBAGE DISPOSER IS NOT ALLOWED (NOT TO scnLE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS To WITHIN 3" GRADE o Oak Street TOP FOUND. EL. 66.0' FILTER FABRIC OVER STONE DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD 56.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER,SYSTEM ponds USE A 440 GPD DESIGN FLOW PRECAST H-10 BLOCKS OR o� Three o u NOTE: MIN. WALL THICKNESS 2 a b o guaQ RISERS (ttP.) PRECAST RISERS �� � We uet Vo 4"OSCH40 PVC 09@ r MORTAR ALL INVERT IN 50.00k8 PIPES LEVEL 1ST 2' COMPONENTS o SEPTIC TANK: 440 GPD (2) = 880 �ENDs TYP. 4' . ,. . 4' ( ) Via• � * IS,DEs 51.0' 51.47 10" 1500 GAL H-10 14• �.� •. USE A 1500 GAL. SEPTIC TANK 51.21' TEE SEPTIC TANK TEE °°°J° w ®®®® ®® 70m2l 50.96 0 0'0�0 o'o s" MIN. SUMP >°�n�o°° ® ®�®®®O® E2 ® ®®GAS BAFFLE °26 o 0°5°,oy 12" MIN. INT, DIM. o�o° ° ®®® ®®®®®®® ® ® ®®® p a0 LEACHING: o o r tak �Dt` 50.44 50.27 ° ° ° ° ° ° °°° 48.00 0 SIDES: 2 (33.5 + 12.83) 2 {.74) 137 GPD o 4' LIQ. LEVEL (ACME OR EQUAL) WATERTEST D'BOX o ° o ° o ° \ a r c_o_o 0 �ao°oo°000000.o000000aoo°0000 00000eo 000a000000o FOR LEVELNESS pC ,o.,o„o_°_ �_�.� o 0 0 0 0 �..�_�_ _n_o.o o H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OREQUAL I BOTTOM 33.5 X 12.83 (.74) = 318 GPD 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED �$ w . ALL AROUND.PRECAST STRUCTURES TOTAL: 615 S.F. 455 GPD 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS To OUTSIDE OF STONE: 33.5' X 12.83' J COMPACTION. (15.221 [2)) o SLOPE) 2 % SLOPE) 1 � SLOPE USE (3) 500 GAL LEACHING CHAMBERS (ACME OR EQUAL) ( MIN. ( (- ) WITH 4 STONE ALL AROUND FOUNDATION- 13' SEPTIC TANK 26' D' BOX 12' LEACHING 43.0' BorroM rH-1 FACILITY NO GROUNDWATER FOUND LOCUS MAP SCALE 1"=2000'f ASSESSORS MAP 193 PARCEL 217 & 218 MA *THE INSTALLER SHALL VERIFY THE LOCUS IS WITHIN FEMA FLOOD ZONE C APPROVED DATE BOARD OF HEALTH LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND LOCUS iS WITHIN AP DISRICT ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ZONING SUMMARY ZONING DISTRICT: RC MIN. LOT SIZE 87,120 S.F. (RPOD) MIN. LOT FRONTAGE 20' l \ MIN. LOT WIDTH 100' MIN. FRONT SETBACK 20' I MIN. SIDE SETBACK 10' I I MIN. REAR SETBACK 10' I MIN. SHAPE FACTOR 22 N82 24'38"w SITE IS LOCATED WITHIN RESOURCE PROTECTION OVERLAY DISTRICT AND 62 _ ,,_ Q•:; ESTUARINE PROTECTION DISTRICT ��l' - - - _ • AP GROUNDWATER OVERLAY DISTRICT (NOT "7 EW-1 _ +.....� A ZONE H TO PUBLIC WATER SUPPLY) REFERENCES / ♦i ` I DEED BOOK 27790 PAGE 202 l� �\ ! PLAN BOOK 648 PAGE 8 601 v EW-z ''•� 1 NOTES LO A1NUNN ' 73 83 �� Sry Ft �t \`•. I 1. DATUM IS ASSUMED `1 �\ I 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. '� - `•• - I _.� z 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS C:) TO BE AASHO H-10 -•(,SAS H-t' + C - Q V00' � 5. PIPE JOINTS TO BE MADE WATERTIGHT. \ `� 1 �•. f _ I ,/ 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH I i �� E f E\(� �/ E �. I .�'• 310 CMR 15.000 (TITLE 5.) o- I , • •--••` EW-5 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER 3� 5 PURPOSE. i I E � 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ( E ♦ �.._. �� Eh "1E 'J I 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND -, II \; PERMISSION OBTAINED FROM BOARD OF HEALTH. BENCHMARK tt � r NAIL TO BE SBT INETREE +� f� E _ � v... \ ` �� 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ( EL. = 58.8' 4 ♦, �, � :--_�-.,y DIGSAFE (1-888-344-7233) AND VERIFYING THE \I Er`E �EE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. I' E +♦ \� I 12. CONTRACTOR TO COORDINATE ALL UTILITY r CONNECTIONS WITH APPROPRIATE VENDORS. � TES T HOLE LOGS , ♦ E ` E . 83'46'30 I J (" �^ n` _f ` - N % ENGINEER: DANIEL E. GONSALVES, SE #13587 56 / 167.62 ' DONNA MIORANDI, RS /' ��` E II [54) I I r / �� WITNESS: DATE: 1/10/14 H1 i �- PERC. RATE _ < 2 MIN/INCH I I J 2 I I /'��- --� Ir -- - CLASS-- _ SOILS p# 14233 ELEV. ELEV. r-. E 0" 53.0 �, 53.0 �� A A 01 LS LS K COO I ''\ [60 ;- I / f •.: 1 OYR 3/2 ,) 1 OYR 3/2 r 4 0 ,/ E 811 8 2, E � E --E_ �, -' J (6 d �k 11 ' / j '" E -•E EW-5A / E B B LS LS o DECK [58 TH3 -�� ��� C 36" 1 OYR 5/6 50.0' 36" 1 OYR 5/6 50.0' TH4 � ••'EW-,4�1 ��L `\,PROPOSED DWELLING�E- ;- "'-.�./`��I / ��,iJ � 'ro ./ � _�O.6 ARAGE TOP-OF FOONDATION // ;,� C I 5 " EL. 66 0 E I I� C V \ \ •/ PERC I PORN \ � � 1r /' of r [65.5] _ M/CS M/CS EY I �85 [65.3) , \ N I I \ EW-39 i r j 2.5Y 6/3 2.5Y 6/3 PAVED DRIV h 6 to \� / d o 1 REMOVE XISTING - Ja o PAVEMENT AND 1 - r I ✓ \, Z REVEGETATE AREA r 120„ 43.01' 120" 43.0 .J NO GROUNDWATER ENCOUNTERED i I �r: �W-2A [ \. , t ELEV. ELEV. Q I 1 0" 4 59.0' 0" 4 59.0' JI c� E -2 A A I BENCHMARK , s �.LI . LS L$ CORN: CONCRETE PAD ' EL. = 70.65' I ' f � � 5» 1OYR 4/2 5» 1OYR 4/2 HA E LINE � B B 1 i •'o i I LS LS 1OYR 5/8 1OYR 5/8 TRANSFORMER Q 0 E -1 42 55.5 4 55.5 I 4 E �p E A 2 TEL RISEN I i CATV RISE SOP } (T ) 41 . C1 C1 w. • SiL SiL 48,t 2.5Y 5/3 55.0' 2:5Y 5/3 �% � � /� I T�I TEE L HAN BOX � 4$ 55.0 / `T&E- - � TYP.) EW-4 _T&E- 42, SE <71 � PERC C2 C2. � 62 I M/CS M/CS I I / IOYR 6/3 11 6/3 I E 48.5 i 126 48.5 126" , fF-I - " y , NO GROUNDWATER ENCOUNTERED EW 5 4'E ETITLE 5 SITE PLAN E S89' 0'37"E C. .SET 70.5�4' p s� LOT A-1 HIGH NOON DRIVE CENTERVILLE, MA E -6 400 , c^ PREPARED FOR LEGEND STEVE FERNANDES '�� ~ 99- EXISTING CONTOUR � � 7 \ ,•' � N OF 9 '(H OF,11 X 99-' EXIST, SPOT ELEV. V E /d o DANIEL y� >� q� -[9s]--- PROPOSED CONTOUR ', E o A. 1114 DArviELA. tic DATE: NOVEMBER 26, 2014 OJALA REVISED: 5-20--15 (H-20) IvIL (98.41 PROPOSED SPOT EL. a a�4 J8E�v \ \ poi No 6502 TH1 z 1 1 j'Z�- \'� 7�ND ss10 �o�FFG STeR�o�`°� TEST HOLE _ .,. StJRVE �s ,uaL ECG ��OF tfA �d a 27 SLOPE OF GROUND ��a� 0� �ZN C�M S R ` off 508-362-4541 l,0 DANIEL �s �,3� c� fax 508-362-9880 DANIELA. �s A. � r •; downcape.com UTILITY POLE OJAI_A o ., ,i OJALA ,,/ Na 40980 Q CIVIL � a gown cape engineering nc, FIRE HYDRANT f� �' ,x fl �� Na.46502 � f, 0 � civil engineers NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING Scale:1 = 20 ��IQ O/„, c t T - �< 9' ' land surveyors 939 Main Street ( Rte 6A) 0 10 20 30 I0 50 FEET YARMOUTHPORT MA 02675 DATE DANIEL A. O,IALA, P.E., P.L.S. . DCE# 14-216