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0115 BAXTERS NECK ROAD - Health
115 Baxter Neck Road Marstons Mills - - - A= 056-082-X0:I' --- - - -- } r TOWN OF BARNSTABLE LOCATION )JS [ &Te/ &;(ek RD SEWAGE# Ao;L1- );Lq VILLAGE 44 ASSESSOR'S MAP&PARCEL 05(a-O�?, ► INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 6haNje& (size) s'g� NO.OF BEDROOMS Mn 00, OWNER AA�rew N�1SOh PERMIT DATE: WV J COMPLIANCE DATE: D•� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY Mf l3ux Iet N ee-K R.Q. IA Fron-t of House. zT�' '17" 31 e , dJr n v�J No. 1 ��� ✓`4 ff THE COMMONWEALTH OF MASSACHUSETT Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppfiration for ]Disposal 6pstrm Const urtion Vermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. « �� 4r Owner's Name,Addre s,and Tel No. .ArOf A�,� x, A Assessor'sl/Parcel '�"` " "`�'"^`"' s � � /91 Installer's Name,Address,and d Ti No. A Designer's Name,Address,and Tel.No. Type of Building: • Dwelling No.of Bedrooms �' Lot Size W-4!R6 sq.ft. Garbage Grinder( ) Other Type of Building •A&mtg,S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) //D gpd Design flow provided gpd Plan Date mAfla_ y jd. IIA l Number of sheets• = Revision Date AtLLj Title �' /� iB Wx l Size of Septic Tank . /', ,gar Type of S.A.S. Description of Soil Olney {/ Nature of Repairs or Alterations(Answer when applicable) e 7 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. Si Date ,fib Application Approved by Date Application Disapproved by Date for the following reasons A CIo OL:, T ke Permit No. ? R' Date Issued ��...«• f No. t f Entered in computer: :"O • THE COMMONWEALTH OF MASSACHUSL�TTS r gyres PUBLIC HEALTH DIiISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitatlon for bispoBal *pStem Construction 3perinit ^Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon%(. ❑Complete System ®Individual Compone> Y " - Location Address or Lot No. /1Y 3_.KTej1 Pj,'LAC Owner's Name,Address,and Tel.No.j A haPecu 2 A&�/_? • . lljurf ry , )gins 444 IIJ-&XT°r.5 /=/i A//..i Assessor's Map/Parcel C Z i r4' I Installer's Name,Address,and Tel.No. I us J4,�"I'll- Designer's Name,Address,and Tel.No. OA x TcJ IV f/1= J" - 3/ 2- e, A6,91 7 7i-7s 2_12 { Type of Building: Dwelling No.of Bedrooms Lot Size y / 1.,- sq.ft. Garbage Grinder( ) Other. Type of Building 1/6us No.of Persons Showers( ) Cafeteria( ) - *Other Fixtures ¢ Design Flow'(inin.required) /,-1 = 9/ � gpd Design flow provided �4?7 gpd .+►� _Fs 1 ` Plan- Date n/ARC: c� z t �l Number of sheets i Revision Date AI h rr/ `� �G•.._'i r, Titled. i t/ /C,/X Size of'Septic Tank /�/)QV J �. �/ Type of S.A.S. 7D�seription ofSoil'� CtD 12erovt! r Nature of Repairs or Alterations(Answer when applicable) M/ 1�r 114,-, Date last inspected: Agreement: 9 The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in ,, Lordance 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. W• Sign�ed"�. 4 x r' c 2/ .�_ 'r/ Date Application Approved by AA)' Ne t / Date r� Application Disapproved by Date / for the following reasons M""O f- Permit No. 9 6 /- /j L1 Date Issued L,//h / -1 THENCOMMONWEALTH OF MASSACHUSETTS - F BARNSTABLE,MASSACHUSETTS Certificate of Compliance F THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by [.��.(. ;i/Ca i•/ ! ii/�,✓� at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer ; 3Ly1r. -5 k--,i a'j Designer .`/s.Xf�v /}�✓/- / #bedrooms 4 f Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will'function as designed. Date ��T/.�/ Inspectors No. 2w I Fee Y�r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction 3permit v M Permission is hereby granted to Construct( ) Repair( )' Upgrade( ) Abandon System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Approved by � +l•� ' v r Town:of Barnstable. fl�TM� Regulatory Services �,, Richard V. Scali,Ixttexim Director *<BARN9TAHL6 MASS. Public Health Division %6g¢ Thomas McKean,Director 200 Main Street,Hyannis, MA 0260I r Of, e: 508-862-4644 Fac: 508-79Q-6304 Installer:&Designer'Certification For n. Date: 05/05/2021 Sewage Permit#- 2021-124 Assessar's Map\P.arcel 056/082X01 &082X02 Designer: Baxter-Nye Engineering 4-Surveying Installer; Tom Kennedy Address: 78-North Street Address; 57.1 Willow.Street Hyannis, MA.02601 West Barnstable,MA.02668 On April 9,2021 Tom Kennedy was issued a permit'to install_a (date) (installer) tank septic' at 115 Baxter Neck Road: based';on a design drawn,by (address) Baxter-Nye Engineering &Surveying dated March 4, 2021 (designer) I certify that the septic s referenced.above was installed substantially according to, the design.,which may :include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out'of required) was inspected and,the soils; were found satisfactory. I certify that the septic system.referenced above was installed with major changes (i.e. greater,than 10"lateral relocation of the SAS ois any vertical relocation of any ebniponent of the septic system)but in_accordance with State & Local Regulations.- Plan revision or certiffied as-built by,designer.to follow. Strip out(if required) was inspected and tha soils were found satisfactory. I certify that thc system:teferenced above was constrncte ice with the_terms o€the l�A approval letteis (if applicable) �cx q STEPI Q. MATSC�{+i taller's`Sign �, Na owl . signer's Signature)' (Affix Design amp Here) PLEASE RETURN TO BARNSTABLE PUBLIC .HEALTH DIVISION. CERTIFICATE:. OF COMPLIANCE WILL; NOT BE ISSUED UNTIL 'BOTH THIS FORM AND AS BUILT CARD ARE RECEIVED BY THE'BARNSTABLE PUBLIC IWALTH:DIVISION. THANK.YOU. Q:\SepficNDesigner..Certification Form Rev 8-1;4-23.doc � a a a rs a. 4, tk. IT. ^i` .d Sul.psiA tl u S%'9¢Pu' t YOU O DU ,. ," 'o-G� � tt � {� a �.V a -� ✓T �w/ M .�', Z,u`.�r M1.^ ' {� a4 �."" ;yY� __ ^�tt »i .� ... 4- S � � V.Hi Al � .. IH 11 fi ti406 a, s x d7 X �XV7�Ra Si y`� '/'fir "•�,�` ... _� � T _ _ - 3 n r�. r {, , 990 db ' r, > Z . 23 V �� �, Vino vo � z'o � r Phx�t�C {{� — Lp �L U1� 4,` ,C► z ' xt. ,' W U Q L4 t3Ml ? Ca _ y �. toC ' 9h"I7`C�1r10 9NtISIX3 47, 74-. J000 APO r , x AsBuilt Page l of 1 TOWN OF ST LE LOCATION EWAGE�# I VILLAGE I ASSESSOR'S MAP&PARCELOS — �2Xb f ZX61 INSTALLER'S NAME&PHONE N0. SEPT C3TU AMY I S() LEACHING FACILITY;(type) (size)5C !on— NO. BE R00 S OWNER PERMIT DATE: - COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility} Feet FURNISHED BY rronr LIT nouw_ l� �rara.c, 2 ' 1 b' g 3-q0 5 by 1 2 _zo 5.35,S�� http://issgl2/intranet/propdata/prebu It.aspx?mappar-056082XO2&seq=1 1/12/2018 TOWN OF A ST BLE LOCATION EWAGE# I - 1 VILLAGE ASSESSOR'S,MAP&PARCELOS e ZX6 t 402 INSTALLER'S NAMES�& ,J. gqPHONE NO. SEPTIC TUI W,TY I SU LEACHING FACILITY:(type) MaMbtM x y onallon— NO.NO.OF BE ROO S OWNER PERMIT DATE: q `-i '" `f COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY I Fro n+ 1-imute- la iC8 9 � y�i.�if 0.ft� L. 1 by 3 0?- z � Z s 4 qB 35'S" it•..I}f ..(J_ No. �7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zipplication for ;Di000l *p5tem eun!truction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) Complete System O Individual Components Location Address or Lot No. Q d 5 #J C dLe 24 Owner's Name,Address and Tel.No. �f�6 Sid �Ae/ems �!4ro�f "., P. Ails lo'na a Assessor's Map/Parcelo. a 54 Map/ParcelVh Pe a os 18� ?( O , O• D $ /` KJ /, L a Installer's Name,Addres_s,and Tel.No.A.T g4Y/7�I�C"�rQ�,,,,� Designer's Name,Address and Tel.No p Type of Building: Dwelling No.of Bedrooms_ Lot Size 4-/�sq.ft. Garbage Grinder(Ak Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow '-11V6 gallons per day. Calculated daily flow '..f gallons. Plan Date , 5•1 Z0114 Number of sheets 2/zra Revision Date Title ` k-" �9 a,,. 'PL- .. (,5p-1 L5P—Z-) o Size of Septic Tank d Y1 as s Type of S.A.S. Description of Soil 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 of the Environmenta de-af�d not to place the system in operation until a Certifi- cate of Compliance has been issued by is Board N Signed Date Application Approved by Date 'r Application Disapproved for the followin reasons 1V Permit No. C90) — Date Issued — — ----------------------------------------- -- _ No. lJ _( Fee 3q) �.� / j Entered in computer: , THE COMMONWEALTH FM AI Yes Yes # PUBLIC HEALTH DIVISION - TOWN RNSTABLE, MASSACHUSETTS Application for ig`ogar * gtem Con5truction Permit Application\for a Permit to Construct�O Repair( )Upgrade( )Abandon( ) '�c Complete System O Individual Components f s * Location Address or Lot No. I I V ,. 1,G eie 1 Owner's Name,Address and Tel.No. �,� n'lurSftKS /�1��/s �r.clrzc✓ t�IIJt/so., Assessor's Map/parcel , M- o 64; Pc 1 o S Z � U � o. aX 33� � /����rr�v��1 /il,l/r /i'l fa UZby? Installer's Name,Address,and Tel.No.1.2,, , g4 V//61 ryt/a Designer's Name,Address and Tel.No. 500-27/7Z45;2Z P t7 n Z 8 Conf cf7 Core• 0"o' ,- QVC X . 7s l4Jcr4A sf *y4of#15, ^4 46,0/ �Fresid,141° filA 02 c �508)833- y89 Type of Building: Dwelling No. of Bedrooms ' / Lot Size 4ql d sq. ft. Garbage Grinder Otfiei ` Type of Building No. of Persons Showers( ) Cafeteria( ) _Other Fixtures / Design Flow Y4V6 gallons per day. Calculated daily flow -55 f gallons.. r y Plan Date 5�Z©/y Number of sheets 7i,v Revision Date - Title SU44-rrv� t�1G�. (-IP-11-5P-Z ) Size of Septic T�/S7� Q//C*& Type of S.A.S. .4e_edNwT ZA,-Arrs 'V6 WIZ Kz'M . Description of Soil t�-c�r,. 4,, - �1�xl p c..►TCP-I*147.R Nature of Repairs or Alterations(Answer when applicable) Date last inspected: y„ Agreement: The undersigned-agrees to ensure the con ction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title of the Environmenta Code-an`d not to place the system in operation until a Certifi- cate of Compliance has been issued by i Board ]q�allti, N Signed . Date Application Approved by a/' �� Date -( N Application Disapproved for the following reasons 0 Permit No. PO I y ` 3LI Date Issued ----- -------------------------------- �, THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERT )Y ttha the O -sit Se a Disposal System Constructed(X)Repaired ( )Upgraded ( ) Abandoned ( )by �`�f"' / r iV t/ �at 115 l-w+r5 NP c w l!f��hJ w1, y M,4 0-26 has bjen constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.,9 U�E` . dated Installer % Designer /'� An The issuance of thi e it dial} o e construed as a guarantee that the to i 1 unctio as,�lesigi Date r�/ Inspector t , -- Fee I��— — -- ———--— — — —— — ---- ----------- ` No. 0q01 ___(tit THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migaar *pgtem Con!5truction Permit Permission is hereby granted to Construct( )kW ( )Upgrade S )Abandon( System located at�-` &yrk ' lyer, kA Ala e_fhn-, e-,A, A-A 076VR- and as described in the above Application for Disposal System Construction"Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this perm' �1 Date:_._�— Approved by di) Town of Barnstable Regulatory Services Richard V. Scali,Interim Director Y BABN31'ABLE, MAC Public Health Division , i639. ♦0 '°rend° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 M. . Office: 508-862-4644 Fax: 508-790 1,04 Installer& Designer Certification Form Date: d/ / ZUl if Sewage Permit# 2pl y— 3y/ Assessor's Map\Parcel O D8 Designer: '(�,_ a 25, Installer: L3�u i lzcc ua Co 9-f, Address: ?Fr fjor}!n S-1- Address: Hyer�nts aZ�o ( F=nrres�.�lu dh�A G2.Gy� On 17 20f q 3e%J%t2Qu& Co.,4. was issued a permit to install a (date) (installer) septic system at JYS gGem/key AJeJk- 20a 40 based on a design drawn by (address) /�aXler -NHS dated 9— S — 2ol y (d signer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component yfound st ) but in accordance with State & Local Regulations. Plan revision or i b designer to follow. Strip out(if required)was inspected and the soils isf ctory. e system referenced above was constructed in fiance with the terms roval letters (if applicable) 0"OF Mq p STEPHEN cyG ALLYN m (Ins ler's Signature) o WILSON y No.30216 A9o.��FG/STER�� FS G� esigner's Signature) (Affix De 1 ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Desiper Certification Form Rev 8-14-13.doc 2el�t� d62:03 a Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports' �.. 9 Well Driller Please specify work performed: Address at well location: New Well Street Number: Street Name: 115 BAXTERS NECK ROAD' r Please specify well type: Building Lot#: Assessor's Map#: Irci9 ation Assessor's Lot#: ZIP Code: Number Of Wells: 02648 El City/Town: Well Location BARNSTABLE In public right-of-way: GPS G Yes No North: West: 41.63844 70.41684 Subdivision/Property/Description: Mailing Address: F click here if same as well location addres Property Owner: Street Number: Street Name: ANDY NELSON 115 BAXTERS NECK ROAD City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02648 Board_of health permit obtained: fJ Yes Not Required Permit Number: Date Issued: W2014 033 1 1/14/2014 i _ Massachusetts Department of Environmental Protection S Ll Bureau of Resource Protection—Well Driller Programletion ortsGeneral Well Com ReP P ( ) , Well Driller - General Well Form DRILLING METHOD Overburden Bedrock Auger Choose Bedrock-- :.......:::::::*.::::...........,. ............__...:::::_..........� ..............._.....__......._..._......._...__...__...._....._ WELL LOG OVERBURDEN LITHOLOGY From(ft) To(ft) Code Color Comment Drop in drill Extra fast or Loss or addition stem slow drill rate fluid �. �� 20 Fine To Coarse S Brown YES CJ NO Fast Slow r Loss Addi 20 40 Fine To Coarse S �,�! Brown ;i f Cj Np Q Fast CJ Slow1 rJ Loss C)Addi __ .,.._.._ '� -- YES 40 60 Silty Sand �!. KKBrown � W/CLAY S ('i YES r NO fJ Fast Slow f� Loss C Addi 7 1 _ 60 667, 1 Medium Sand ►��' Brown C)YES CJ NO Fast Slow Loss C)Addi - .. ._......... . ........_. H ......�� . .W... �....�...�. ._.._... .........._.........._... WELL LOG BEDROCK LITHOLOGY Visible Extra Drop in dnil Extra fast or Loss or addition of From(ft) To(ft) Code Comment Rust Large stem slow drill rate ,fluid Staining Chips _._..e..._.._....._.__...... .. �� rChoose Code k ; YES G NO 0 Fast 0 Slow CJ Loss CJ Addition ❑Ye ❑Ye _ _._ ADDITIONAL WELL INFORMATION Developed as Yes G No Disinfected C Yes r No Total Well Depth 66 Depth to Bedrock Fracture Surface Seal Type None Enhancement Cj Yes G No CASING n Is Casing above ground. From: 1 To: 0 From To Type Thickness Diameter Driveshoe �� 63 Polyvinyl Chloride Schedule 40 _ �►� ❑Ye SCREEN ��No Scree From To Type Slot Size Diameter 63 {66 Stainless Steel Well Point �I 0.010 4 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) . .. ... .. WATER-BEARING ZONES ❑DRY ...._...... ..--.__.._....__.._.. From To Yield(gpm) 36 66 12 '' •' - PERMANENT PUMP(IF AVAILABLE) ---Choose Pump Description ---Choose PumpHorsepower Description--- Horsepower--- Pump Intake Depth(ft) Nominal Pump Capacity(gpm) ; ANNULAR SEAL I FILTER PACK Water Batches Method Of From To Material 1 Weight Material 2 Weight (gal) (count) Placement t 1 � Choose Matenal �; Choose Material Choose One WELL TEST DATA Time Pumped Pumping Level(ft Time To Recover Recovery(ft Date _ = Method Yield(gpm) HH;MM) BGS) (HH:MM) BGS) 11/19/14 Constant Rate Pump 7 12 1:30 39 0:01 36 WATER LEVEL Date Measured Static Depth BGS(ft) Flowing Rate(gpm) 11/19/1�4� 36 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 <y Massachusetts Department of Environmental Protection L Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) and accurate to the best of my knowledge. DESMON THOMAS E Monitoring[M] Supervising Driller III Driller DESMOND III Registration# 764 Signature THOMAS, DESMOND WELL Firm DRILLING INC. Rig Permit# 023 Date Job Complete 11/19/14 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. CERTIFICATE OF ANALYSIS Page: 1 of 1 Barnstable County Health Laboratory (M-MA009) s �9 �CH Report .Prepared .For: Report:Dated:., 11/2112014 Sally Desmond . Desmond-Welt Drilling Order No. G1484517 r P O Box 2783 , Orleans,-:MA;02653 . -Laboratory ID#. 1484577-01 . Description: Water=Irrigation Well sample.#: sample Location: 115 Baxter's Neck Rd Marston Mills,MA collected: . 1111912014 Collected by: Customer Received: 11/20/2014 Routine M ITEM RESULT UNITS RL MCL METHOD#, ANALYST ET STED NOTE Nitrate as Nitrogen 3.1. mg/L .0.10 10 EPA 300.0 LAP 11/20/2014 Iron ND mg/L . . .0.10 0.3 EPA 200.8 KK 11/20/2014 Manganese 0.071 mg/L 0.0030 EPA 200.8 KK 11/20/2014. pH 5.3 PH AT 25C NA 6.5-8.5 SM 4500-H-13 DCB 11/20/2014 Sodium 50, mg/L. ._ 0.10 20 EPA 200.8:. KK: 11/21/2014 Total.Coliform Absent'. P/A 0 0 SM 9223 RG 11/20/2014 4 Conductance 380 . umohecm 2.0 SM 25108 DCB 11/20/2014 Sodium level is above the maxium contaminant level.Those on a4ow sodium.diet may wish to consult a physician: Attached please find the laboratory certified parameter list. Approved By: . .(Lab.Manager) I ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable,.MA 02630_ Ph:.508-375.660$ No. W �� 3� Fee BOARD OF HEALTH TOWN OF BARNSTABLE 0(ppricattou _for Yell Cou5tructiou Permit Application is hereby made for a permit to Construct(A Alter( ), or Repair( ) an individual well at: 5al E's1�)� Wr4imiDills os6/oZ 1xa Location-Address Assessors Map and Parcel Ana ��.ys� 11 x- rs ��� K1 ,MVV46nSM& ,W Owner Address 0 �11�n� ���L 'P . `�o 2�18 a ru mns fm ozz's Installer-Driller Address Type of Building Dwelling Other-Type of Building / No. of Persons Type of Well H h Capacity Qlpy-j �r- Purpose of Well I rI�ta�gn NJ 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 Certi cate of Compliance has been issued by the Board of Health. Signed AA, 1115111 \Date l l Application Approved Date Application Disapproved for the following reasons: �qq 1 t Date A � Permit No. ` —ao IL) — © 3 Issued 14 I 1 —I Date --------------------------------------------------------------------------------------------------------- BOARD OF HEALTH ^� TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(-<, "*'Altered( ), or Repaired( ) by1� � pp ,,,, Installer at / ,� �}� '� / L UV44- M19 asmlu-s MILL!s has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private We l Pr tection Regulation as described in the application for Well Construction Permit No. A4--*Gk/-03 � Dated l THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. (j CI7)0/L) 0 33 4 Fee 7 f BOARD OF HEALTH TOWN OF BARNSTABLE 0[ppYication ,for Yell Construction Permit Application is hereby made for a permit to Construct('�), Alter( ), or Repair( ) an individual well at: i t 55 c"s Ne-ck -RI ,Wr��,3 5(/o z. x d Location-Address Assessors Map and Parcel �YIC�CeW rV006an IS cS �Jtck Owner Address Lm�,d,\Ne,� 0 ;\1,ng ,Ir,� . y •�o� z1�3;drNs NIA 0Z653 Installer-Driller Address Type of Building l Dwelling V Other-Type of Building f No. of Persons Type of Well H l l S Cif Lk) r V L Capacity P),", Purpose of Well r t�-\a;�wn v , 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. I Signed Date c_:I� Application Approved Date Application Disapproved for the following reasons: Date Permit No. �a(5 IL) _ G 3 � Issued � 1 � 14 Date BOARD OF HEALTH --� TOWN OF BARNSTABLE t-C;kk Cn Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(Altered( ), or, Repaired( ) by 17. ESMOOO WELL 1)"ILLI)iC� �, iI Installer at 1 5J 1 �� - M �� �Db �'Vl I2St�/yS VUt IL-L!s 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.1a=c/</—O 3 �) Dated 11 I �i 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 Construction 3permit No. ��c�o f L► �' 3 3 Fee 7 Permission is hereby granted to l D 21 LL IV Installer to Construct Alter( ), or Repair( an individual well at: No. j 1�J SCT .-i2�S �'l�. 'LC)t //L/�G /lSI t1S yLf!L� Street as shown on the application for a Well Construction Permit No. G 3-3 Dated Date l `` �+ Approved B ' n �6�'' •/ y J `L ice ' :' ,� .� ♦: e [� 0 Ar- 41, Pop Ix �// / /' 0 � / it � ♦ �/ \ Now . y e P \`a. ♦ 1 X� � � L + of � 1110 ul N\ i\ x $ r / QQQ i ++ i + 07 Town of Barnstable P# ; oFt►+�� Department of Regulatory Services Y BA NSMBLE, : Public Health Division Date _ MABB. 039• ,0� 200 Main Street,Hyannis MA 02601 4� I r RFD MA'1 A a .. Date Scheduled Time Fee Pd. 0 t , Soil Suitability Assessment for Sewage Disposal Performed By:5�%.q�) \_ `V,\�)�1' (m. Witnessed By: a LOCATION & GENERAL INFORMATION p Location Address (5- 'i6 pt`$ZqK& d f.el,4_ (k Owner's Name A- A I(,4 kV- ,F1f jn11 �l I 11h NA ST Opt 5 VV4L L 5 1 lµlj Address ZZ F-o"11 4 F 1+6 iV'V.V erK M Assessor's Map/Parcel: O�P��Z X Q(� ta2. Engineer's Name`zj ..A 4R qy f L/411 4P.Ml NEW CONSTRUCTION /A L REPAIR Telephone# Land Use a�1�(L}i.l� k5in'Ci/.r!-- 1_ Slopes(%) Surface Stones - Distances from: Open Water Body ® � ft Possible Wet Area ft Drinking Water Well Lft Drainage Way ft Property Line ft Other Y ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) pp I ;�I kl ga I� I tg9 i •��`m i s �'''i�F ik Parent material(geologic)(JhftP& ©LQ\.ftS ' Depth to Bedrock ^a fi Depth to Groundwater: Standing Water in Hole: t Weeping from Pit Face Estimated Seasonal High Groundwater C� EJETERMINATION FOR,SEASON, HIGH WATER TABLE Method Used: Lb 68 k:Z Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date Time q o��Iltti� Observation ' Tole R Z i 1, Time at 9" Depth of Pere Time at 6" Start Pre-soak Time @ ��� _ JI Time(9"-6") End Pre-soak Rate Min./Inchn Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC 41? 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) 3 l k LoRr^4 SioD Lott- 16 lor�v��r -es - AD � yN4b-,/wwf 5" (uy "s►ve DEEP OBSERVATION HOLE LOG " 'Hole# Depth from Soil Horizon_ Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling•(Structure,Stones,Boulders. r , Consistency,%Gravel) NAM r 1�Pi�eltL s C \ tnn S -tc,A1K�SPfr40 0y � �3 h� �bgS fit l - ^' (`��`` LQ vino -C s�S► 1 ey{� '�l�►,b VA Ss\ge aas� 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) V`A Ptv7��L (0-13 it U it . DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 1, Consistency,%Gravel)__ top ftOf X r Ea—Ti CfpfA5f �5tat0 uo,4 13 V1,0 b�ll55`� btYc i Flood Insurance Rate Mai): Above 500 year flood boundary No Yes Within 500 year boundary No_ Yes . Within 100 year flood boundary No X Yes Depth of Naturally Occurring PerviousMaterial. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? 1 e- If not,what is the depth of naturally occurring pe ious material? Certification I certify that o la _t?b' (date)I have passed the soil evaluator examination approved by the Department of nvir nm ntal Protection and that the above analysis was performed by me consistent with the required tra' in expertise an experience described in 310 CMR 15.017. Signature 4L� Date ZD(� Q:\SEPTIC\PERCFORM.DOC _5UNROOM ADDITION ERNE _ B.-0•• LINE ` 13 6 I I,i 1•-0" ' -/ ARC11TECTURAL DESIGN I I 50620-12% 4 ���•,.; WEFlneLiDevcnitecwrelvesipp wm c a ST BA ROAD Y ,9MRVIii_E. Z -k ' 4 M. �r:ar•.i HA 02655 NOTES: PI.. I x+ I , Im m N { ffi* ..PATIO '.W I , 5,.•� �..° r Y� 2 �t"r„ ,� p�W` p � 34 ve•x 12 112 SUNROOM (3a va B56a ve• ~I o' m �r0 �I gl E OGATED EXISTING 5LIDER TRANSOM jf' M11 4 I I ' ro,rw Posr a+ T Posr al I - ____ 5E—concEUFD Aeove _ I �I RELOCATE EXISTING 5Lm9t TRANSOM y Q Q O Cf RELOCATE EXISTING SLIDER TRANSOM LIVING DINING CREATE cASEv oPENIN6 •- m' v _j Q AS ER 4 z c N $FD#1 N tn FAMILY O \ W F— ® 9� Q a� m Q V O, KrrGHEN_ m; n MA 5 ER ! _O I' Ili� G MASTER CLOSET BATH ® I up LAUNDRY ! ! t PANTRY I ANDR NELSON EW & AMYFUGATE I I SET ISSU DATES DA1F ISSUE DAa DESCRIPTION i �: ! 3•_e•. e•_e. B_e. 5�.• 15._1O.• 6•_4" GARAG@ 41 QI in ry, FIRST FLOOR FLAN FIRST FLOOR PLAN SCALE:1/4"=T-O" SHEEP>t10F6 Al I 24•-o" DATE: VII/201 - FINE LINE _ -J Ate\ ARC„TECIURAI DESIGN 5/ NE1N DORMS EXfEN510N_________, 5oB-42p-129a uuw.FineLSAI RHlCe.9TEe n.com BAY RDAD,OSTER u HA 02655 ...16-0 15-0__ —_ -._ 12.6"---- _.— .. ^__ 18•6 - _ NOTES. _ I A 51 j I I LOFT MASTER —N—'�= Yj DRESSING O SQ j TILE$HOMIER '. L V) Of 28 68 LLI QI p1.1 2'-4 tea— T'-11 1/4__m;_ b 6 5/4'_- \ Ln Of Z _ Lu O < GL m Co C BATH AND FLOOR; `5 LAUNDRY f' L MASTER BATH � UN 41-3 1/2" * 0 LM .L 4 J 5'KNEE VtN.L -i 5'KNEE MLALL I 1 N NI I ANDREW NELSON & (5 I T u4510 AMY FUGATE 46 Va'•x 30 1/a" SECOND FLOOR PLAN -- - SET ISSUE DATES SCALE:1/4"=1'-0" - , 4 I WE ISSUE I I - i q o' BS 1/5"x 24 5/9' ry � 2ND FLOOR MASTER BED z' DorF DESCRIPrroH I f I G I 51 j I TY 4510 -�—_49 1/6"x BO 1/&' D SECOND FLOOR - j I i PLAN i-0 -0 4'-9'• , p._9•. T-0" _.-3'-9 3'-9•—. 3'-b :1; 11'-0" —, 11'-0" __•_1_; 1 7-6" _- 3 b i __ 24-0 SHEET^70E6 A2 PATE: 9/19/201n ° 1 GOLEMME MITCHELL ARCHITECTS, LLC 31,_0. r o RESIDENTIAL WINDOW SCHEDULE •HOSPITALITY TYPE MODEL OTY ROUGH OPENING �! A DOUBLE HUNG 2662 7 2-10 6-X6'-436' 8b'-D° o CORPORATE 9 DOUBLE HUNG 2= 2 2-10)6'x s«• 122 T 1&-V o DOUBLE HUNG 2532-2 1 e-7'9ie Xe-4W T-8' 7-8' F •COMMERCIAL D DOUBLE HUNG 2862-3 2 e-61.•X 6'<36' E DOUBLE HUNG 2W 1 2-10)6'X T-S v O F oouek.E HUNG 2846-2 4 N-7"Mex N-8 DECK E 6 WILKINS DRIVE: SUITE 210 G DOUBLE HUNG 2840-3 1 9-a W X 4'-8 36' , F(3) y PLAIgOS-S093309762 H DOUBLE HUNG 2832-3 1 a-a Ve x 34,6• END SHEATH T TIDE&OUTSIDE ° OUTSIDE8d®b'/12' DOOR SCHEDULE Sd®4'/12'MCDEL OTy V.L. END SHEATH J! 1 3A'xe-S•W/SIDELIGHTS I to 4 INSIDE ®4*/12°UTSIDE 2 Z-V X e-V 1 HR.FIRE RATED 1 3 0-9 X e-a'Ex18WR FRENCH SLIDER 1 4 9-7X9-0"EXTERIOR FR840HSLIDER 1 LIVING O I�•1 D Ll 6 "X"6PANA 10 e 2'-V X 64P POCKET 4 b N DINING 6 7 2-0'X e-9.6 PANEL a 7q MASTER BED 8 118'X"S FANFL 2 9 2-2-VX 6 PANEL 1 l FAMILY ! 10 1 24?X 94a DCTERIOR 6 PANEL , yay 20-41. 3,�. T,- 3,_6. 12-�. 18'-3° B Ot3— W 1 O6 W 10x16 W1ox26 zw❑6 El 7. ® ®, KITCHEN COLUMN CANTILEVERaD T_r® 2,-4. aWALK-I a1® oil M. BATH > 4)&4Y 3'-10' 6-10' b'-2' 18 8' 2'-8' 6 11'-S' 4 ' X s � LAUNDRY t° ALL CONSTRUCTION SHALL COMPLY Q In a PANTRY I ��' g_7 e n WITH THE FOLLOWING: O S$ 1. 2009 htemational Residerrosl Cade for One O O = O F 8P 6❑I s b M 2'-8' 3'-O' it I and Two Family me dme 1 a ( S 2. 780 CMR-MA Amerxanenls to 71e 2❑ N r International Residential Code. NOTE:ALL ENGINEERED FRAMING V-S. 3P4Y 10 1 I 1 3. WFCM:Wood Frame Construction Manual MEMBERS SIZED BY SUPPLIER OR 6'-4° 16'-10" Q U-4• I I for One and Two Family Dwatilrpe.2001 Edltltxl. LICENSED STRUCTURAL ENGINEER. 1&-0' 2T-8' i I B 4. WFOM:Wood Frame Construction Manuel CALCULATIONS PROVIDED BY SAME. I 1 2 guide to wood construction In high wind SUGGESTED SIZES AND SPANS FRONT SHEATH PORCH I I `C areas for One and Two Family Dwellings. SHOWN TO BE VERIFIED. OUTSIDE 8d Q 8'/12' _ 3-2x1 oB _ 3-2_k10s ® I I 110 I I 6. P.am plive Realdentiel Wool Cat* 13'9' 13'-2' X i7 I I Conalru0tlan Guide(Raged an tha 2009 ,• I I Inbamatiot Residential Coda.) 3 1131 I� Nelson Residence 0 2-CAR RAGE 1 115 Baxter Neck ROad FLOOR PLAN NOTES: N -SLOPE GARAGE FLOOR OVERHEAD ASR�fil o i I N i Marston Mills, MA •3-2X10 HEADERS ABOVE ALL EXTERIOR ROUGH OPENINGS �, FIRST FLOOR PLAN -MINIMUM ONE LAYER OF FEW RATED I I UNLESS NOTED OTHERWISE.REFER TO GYP.TO ENNELOPE ENTIRE GARAGE 1,771 SO.Fr. INTERIORIEXfERIOR HEADER SPAN CHARTS. g I 1 0 •CLOSET SHELVES AND POLES BY O.C. .2X6EXTERIORCONSTRUCTION. o i 1 ! FIRST FLOOR PLAN •SEE N1 FOR LIGHT,VENTILATION AND HEATING NOTES. SHEATHING NOTES: •ALL LUMBER SPFN2 OR BETTER. ® I m I I e _ I I INTERIOR STAIR NOTES: ® END WALLS INSIDE&OUTSIDE 12'-0' Ifo •MAXIMUM 8 1/4°RISERS Sd 4712' E •MINIMUM 34'MAXIMUM 38'HIGH HANDRAILS •MAXIMUM 4'BALLAST SPACING ® FRONT REAR&GARAGE Bd 6712' GARAGE SHEATH 0 AO SEE PORTAL Data Revlslom OUTSIDE Sd p 8'/12' S-0' 12'-0' 8'-0° FRAME DETAIL(A4) i GENERAL NOTES: 241-a •OWNERS AND GENERAL CONTRACTOR SHALL REVIEW ALL PLANS.NOTES AND SPECIFICATIONS PRIOR TO CONSTRUCTION. •ANY ALTERATIONS TO PLANS MUST BE TAKEN UNDER THE ADVISEMENT OF GOLEMME MITCHELL ARCHITECTS,L.L.C. •GOLEMME MITCHELL ARCHITECTS,L.L.C.•AND/OR CRAIG C.MITCHELL ARE NOT LIABLE FOR STRUCTURES BUILT FROM THESE PLANS. •O.C.MUST COMPLY TO ALL STATE AND LOCAL CODES,LAWS AND REGULATIONS I FINALS •ALL DIMENSIONS TO BE VERIFIED IN FIELD. •O.C.TO VERIFY ALL EXISTING SITE CONDITIONS. ! so": AS NOTED •ANY REPRODUCTION OF PLANS WITHOUT WRITTEN PERMISSION FROM GOLEMME ! MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL IS PROHIBITED. Date: 09 18 2014 •ALL ON SITE WORK TO BE OVERSEEN BY LICENSED CONTRACTOR. Drawn By. By E.Fullam •ELECTRICAL,WAD AND PLUMBING PLANS TO BE PROVIDED BY LICENSED d Checked By: CONSULTANTS. Job Numb •ALL PAINTS AND FINISHES PROVIDED BY OTHERS. •ALL SPECIFICATIONS TO BE VERIFIED BY OWNER AND CONTRACTOR. Drawing: •EXTERIOR WINDOW CASINGS PROVIDED BY N E LUMBER YARD. •FIRE STOPPING REQUIRED-SHALL CUT OFF ALLLLDESIGNATED CONCEALED ONCCEAA LED OPENINGS,MINIMUM 2'NOMINAL LUMBER REQUIRED. A3 ............ GOLEMME MITCHELL ARCHITECTS, LLC GENERAL NOTES: r RESIDENTIAL •OWNERS AND GENERAL CONTRACTOR SHALL REVIEW ALL PLANS,NOTES AND • SPECIFICATIONS PRIOR TO CONSTRUCTION. •ANY ALTERATIONS TO PLANS MUST BE TAKEN UNDER THE ADVISEMENT OF -HOSPITALITY GOLEMME MITCHELL ARCHITECTS,L.L.C. 18_0° 13'-0' 18 0' •GOLEMME MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL ARE NOT •aORPORATE g'-4' 7'-8' T-5" LIABLE FOR STRUCTURES BUILT FROM THESE PLANS. 7'-8' 7'-8' 9-T •G.C.MUST COMPLY TO ALL STATE AND LOCAL CODES,LAWS AND REGULATIONS I OF Will o COMMERCIAL •ALL DIMENSIONS TO BE VERIFIED IN FIELD. •G.C.TO VERIFY ALL EXISTING SITE CONDITIONS. ru •ANY REPRODUCTION OF PLANS WITHOUT WRITTEN PERMISSION FROM GOLEMME 8 8"KNE WALL 6 WILKINS DRIVE: SUITE 210 MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL IS PROHIBITED. E PLAINVILLE,MA 02762 •ALL ON SITE WORK TO BE OVERSEEN BY LICENSED CONTRACTOR. < s06-Sag-3509 •ELECTRICAL,HVAC AND PLUMBING PLANS TO BE PROVIDED BY LICENSED 0 Q CONSULTANTS. ------------------ •ALL PAINTS AND FINISHES PROVIDED BY OTHERS. FULL C.H. •ALL SPECIFICATIONS TO BE VERIFIED BY OWNER AND CONTRACTOR. 14'-4' 2'6' 1 d-10' •EXTERIOR WINDOW CASINGS PROVIDED BY DESIGNATED LUMBER YARD. I m •FIRE STOPPING REQUIRED-SHALL CUT OFF ALL CONCEALED OPENINGS,MINIMUM LOFT 1 2'NOMINAL LUMBER REQUIRED. 1 v BED#3 >: BED#2 li FLOOR PLAN NOTES: O. Q STORAGE ! •3-2X10 HEADERS ABOVE ALL EXTERIOR ROUGH OPENINGS 184' ❑ 870, ---------------------- UNLESS NOTED OTHERWISE.REFER TO e c s FULL C.H. INTERIOFIIE)RERIOR HEADER SPAN CHARTS. 7 4' a-2• •CLOSET SHELVES AND POLES BY G.C. •2X8 EXTERIOR CONSTRUCTION. ty 1 •SEE N1 FOR LIGHT,VENTILATION AND HEATING NOTES. O a •ALL LUMBER 3PFS2 OR BETTER. Z O O ElI e3 N E � 3m I O INTERIOR STAIR NOTES: ----------=a J CLO. ° ------------ - o •MAXIMUM 8 1/4'RISERS ® 0 •MINIMUM 34"MAXIMUM 38'HIGH HANDRAILS 7'-0'KNEE WALL � _BATH •MAXIMUM 4°BALLAST SPACINGro 01 FULL C.H I F\ f I � � 6' STORAGE KNEE WALL � O I � g I ALL CONSTRUCTION SHALL COMPLY a T O T I 1. 2009 I tente atbTMnaall FReaidar�tlelNC o for One and Two Family Dwellings. F F 2. 780 OMR-MA Amendmeft W the Intemetional Reeldentlel Code. 2'-8° I 4'-0° T-3' C 3. WFCM:Wood Frame Corstrucnai Manual 7'-0' T-8° 3'�" p for One e a Two Family Dwellings.2001= ! Edition. V 1 6 4. WFCM:Wood Frame Construction Manual 1 guide to wood construction In high wind I 1 1 lareae for One and Two FamilyDwelitrga. a 10 5. Preacrlptive Residential Wood Deck SECOND FLOOR PLAN I Construction Guido ceased on the MW I Intarratim Residential Code.) t,oaz so.Fr. � I FUTURE BONUS ; 3 q Nelson Residence 115 Baxter Neck Road Marston Mills, MA axlmdE°der SHEATHING NOTES: Bby°puW ame(om°®ewOpeml) Mm.3"x 1125" ALL WALLS ABOVE 2ND Net Header FLOOR:OUTSIDE SHEATHING I I ' W/8d Q 6712° '-�' SECOND FLOOR PLAN ?Tore ao I D t ILLro I rift top plate to header with two I I g N Tow s of 16D sinker mile at 3"O.C•.TYP. Typical pmw 000 LB strap opposite sheathing I1100 Frame construction Q strap 10-0' aft n sheathmg to header with BD common or " .. tr Date Rovlslona 4 galvanized box mils in 3'grid pattem as shown and For a psnd sp' 24'-a g >a d 3"O.C.in all fieming(studs,Noticing,and stills)T'YF. (ifO�°0d�°Aehapand ll be it w'-Idin.width m 16"for one story ahucdnea blocked,and occur Min.M .width=24"fa use in the first of two n.double within 24"of mid-height. ° structures 2 X 4 Post One tv of T'YP.Sheathing isrequired. E zaadammg ^min.thiclmoss wood structural panel FINALS Min.1000 LS If 2 X 4 blocking g tio4own device is used,die 2 X 4's must be roiled together Mm,4200 TA do4awn device(embedded into Scale: AS NOTED concrete and called into ffamiog) with(3)16D sinkers NOTE:ALL ENGINEERED FRAMING Date: 09-10-2014 section R602.10.62 MEMBERS SIZED BY SUPPLIER OR Drawn By. By E.Fullers LICENSED STRUCTURAL ENGINEER. a CALCULATIONS PROVIDED BY SAME. Checked By. SUGGESTED SIZES AND SPANS Job Number. -- SHOWN TO BE VERIFIED. Crewing: PORTAL FR:��MING DETAIL A 4 .......... ------ _ _____,__.-- __.—----- ....-...... ---... —- ..__., __--------.._w_.—.._..........._-- GOLEMME MITCHELL ARCHITECTS, LLC 88 0" 9 r o RESIDENTIAL Ll 311-0" -HOSPITALITY &-3° V-r e'-2• a-2' 6'-3° -CORPORATE B&2a- o COMMERCIAL 0' 1 -0' 13'-0' 18'-0' 9 8'4• 3'-4' 8'4' T 8' T-8' 8X8,P.T.WOOD POSTS 6 WILKINS DRIVE: SUITE ZI D i --- ON 18'DIA.SONG TUBES pLA1NVILLE, MA 02762 METAL r — MIN 4147 BELOW GRADE 505-809-3609 BULKHEAD BY G.C.AS ---------- --------- PER SITE I NCR ------ --- I CONDITIONS I PENIN 1 I 1 BASEMENT I _J L------o f I SASH a 1 L I -------- I I --------------- BEA I r_________ __ ____ ____ J POCKET L —______________, i 2866 STEEL BEAM DOOR NOT ON (3)11 T/s"L.V.L.GIRT POCKET I -------------- -------- I j F I I SCHEDULE L----------------- -----I I I I I I SASH M I _, I 1 T-W T 7'-9" 3'-S° &-7' r 5'-7" 8'-3° 8'-4' U-10° 8'-9° &-1 V zj 1 1 P 1 I 7Gj� a 7c BEAM r I N _ _ —J ° I ---- POCKET I l •mom�a I I 1 4-2x12 GIRT ON LALLY �4- 1 GIRT ON LALLY 1 °moo COLUMNS ON ASEMENT I 1 CONCRETELUFOOTINGS CONCRETE FOOTINGS SASH I I 9 d I I ALL CONSTRUCTION SHALL COMPLY b I 1 a WITH THE FOLLOWING: BASEr I 1 �HMENT 1. 2009 Intertlational Residential Code for One I 5'4Y and Two Family Dwellings. 1 2. 780 CMR-MA Amendments to the L____________ ________ O 1 110' ��� IntemationalResidentlelCode. 1 I j 3'-4� ; 3. WFCM:Wood Frame Corretruc�Manual ;r for One----------------- Pj L------------ d dition.ertdTwoFemuyDwellinge.2001 -------------------------------------- --- 1 ---- — i 4. WFCM:Wood Frame Construction Manuel ————————————————————————————————— -------------- _—� r— — — 1 f guide to wood cortetruotlan In high wind 18-0' 27'$ I I Ib Y OPENING I I 110 as for One and TWO Family DweINgB. exS P.T.WOOD POSTS I I I 5. Prescriptive Resldentlal Wood Deck ON 1 S'CIA.SONG TUBES I I I Construotlon Guide Mased on the 2009 FOUNDATION NOTES: I I I I C Inoamagon Residentiel code.) MIN V-V BELOW GRADE I Z •10'CONCRETE FOUNDATION WALL POUR UNLESS OTHERWISE NOTED. I � I � 8y Z •FOUNDATION CONCRETE TO BE MINIMUM 3,000 P.S.I.IN 28 DAYS IN ACCORDANCE WITH MASS STATE BUILDING CODE 780 CMR TABLE I I j 1 trio p e Nelson Residence 5402.2-MININMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE. 8'-11• 8'-10' &-1 a &-11° I 1 j 115 Baxter Neck Road •GARAGE SLABS TO BE MINIMUM 3,500 P.S.I. I •ALL FOOTINGS TO REST ON UNDISTURBED SOIL. I Marston Mills, MA •FOUNDATION WALLS TO EXTEND A MINIMUM OF 8'ABOVE FINISHED GRADES. E SLOPE GARAGE FLOOR tL 2-CAR GARAGE 1 •8 MIL.POLY VAPOR GUARD WITH JOINTS LAPPED NOT LESS THAN a SHALL BE �1 FO U N DATI O N P LAN rq I I OVERHEAD MORS As REOURED PLACED BETWEEN BASE AND SLAB. I I v M -MINIMUM ONE LAYER OF FIRE RATED •GARAGE SLABS TO BE MINIMUM 4'THICK ON MINIMUM 4•GRAVEL 60ALE 1/4-r-0 a I I GYP.TO ENVELOPE 0MRE GARAGE I I 6 •BACK FILL SHALL NOT BE PLACED UNTIL WALL HAS SUFFICIENT STRENGTH. •DRAINAGE SYSTEMS TO BE PROVIDED AROUND BOTTOM OF FOUNDATION TO BE I I I I FOUNDATION DRAINAGE TILES,GRAVEL,CRUSHED STONE DRAINS,OR PERFORATED PIPES. 'Yd SILL BOLTS I I I I •20'X 1 0•CONCRETE FOOTINGS WITH 2'X 4'KEY WAY UNDER ALL CONCRETE 1 ° 24°END WALLS O.C.O C � I I 1 FOUNDATION WALLS MINIMUM 4-0 BELOW GRADE. Z 2 FRONT REAR&GARAGE•DAMP PROOFING REQUIRED FROM TOP OF FOOTING TO FINISHED GRADE. . . . I I I I 8o Z WALLS Q 40 OC 1 Z le •TOP OF ALL SONOTUBES AND ENTRY LANDING WALLS TO BE VERIFIED IN FIELD I I I 180 B I LL ------------------------J1A Date Revisions GENERAL NOTES: j•OWNERS AND GENERAL CONTRACTOR SHALL REVIEW ALL PLANS,NOTES AND -------------------------- rl SPECIFICATIONS PRIOR TO CONSTRUCTION. 24-0" 6 •ANY ALTERATIONS TO PLANS MUST BE TAKEN UNDER THE ADVISEMENT OF }r GOLEMME MITCHELL ARCHITECTS,L.L.C. •GOLEMME MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL ARE NOT LIABLE FOR STRUCTURES BUILT FROM THESE PLANS. E •G.C.MUST COMPLY TO ALL STATE AND LOCAL CODES,LAWS AND REGULATIONS •ALL DIMENSIONS TO BE VERIFIED IN FIELD. FINALS, •G.C.TO VERIFY ALL EXISTING SITE CONDITIONS. •ANY REPRODUCTION'OF PLANS WITHOUT WRITTEN PERMISSION FROM GOLEMME MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL IS PROHIBITED. Scale: AS NOTED •ALL ON SITE WORK TO BE OVERSEEN BY LICENSED CONTRACTOR. NOTE:ALL ENGINEERED FRAMING Date: 09 18 2014 •ELECTRICAL,HVAC AND PLUMBING PLANS TO BE PROVIDED BY LICENSED MEMBERS SIZED BY SUPPLIER OR Drawn By; By E.Fullam CONSULTANTS. LICENSED STRUCTURAL ENGINEER. a Cheoked BY •ALL PAINTS AND FINISHES PROVIDED BY OTHERS. CALCULATIONS PROVIDED BY SAME. •ALL SPECIFICATIONS TO BE VERIFIED BY OWNER AND CONTRACTOR. SUGGESTED SIZES AND SPANS Job Number: •EXTERIOR WINDOW CASINGS PROVIDED BY DESIGNATED LUMBER YARD. SHOWN TO BE VERIFIED. •FIRE STOPPING REQUIRED-SHALL CUT OFF ALL CONCEALED OPENINGS,MINIMUM Drawing' 21 NOMINAL LUMBER REQUIRED. J GOLEMME MITCHELL 2-2X10sPT ARCHITECTS, LLC o RESIDENTIAL FLOOR PLAN NOTES: W/HANGERS P.T.2x8s®16.O.C. P.T.2x8s a 16,D.C. r •3-2X10 HEADERS ABOVE ALL EXTERIOR ROUGH OPENINGS 17-0'STOCK 14'-0'STOCK o HOSPITALITY UNLESS NOTED OTHERWISE.REFER TO INTERIOROCI'MIOR HEADER SPAN CHARTS. •CL.OSET SHELVES AND POLES BY G.C. •CORPORATE •2X6 EXTERIOR CONSTRUCTION. •SEE N1 FOR LIGHT,VENTILATION AND HEATING NOTES. g •ALL LUMBER SPFd2 OR BETTER. 91 u COMMERCIAL INTERIOR STAIR NOTES: NVILLE MA P. 10 NAILER 6 WILKINS DRIVE: SUITE 210 •MAXIMUM 8 1/4'RISERS • L D EACH BAY P�I508--S09 3SO976T •MINIMUM 34'MAXIMUM 38'HIGH HANDRAILS •MAXIMUM 4'BALLAST SPACING a!a 9 2x108 Q 18'O.C. 2x10s®18'O.C. 2x10a @ 18'O.C. 2x10s®16.O.C. 30LID NOTE:ALL ENQINEERED FRAMING 14'-3'CLEAR SPAN 13'-3'CLEAR SPAN 13-0'CLEAR SPAN 10-3•CLEAR SPAN BLOCKING MEMBERS SIZED BY SUPPLIER OR 1&-O'STOCK 20'-0°STOCK 14'-0'STOCK 17-a STOCK SSS LICENSED STRUCTURAL ENGINEER. CALCULATIONS PROVIDED BY SAME. )! SUGGESTED SIZES AND SPANS SHOWN TO BE VERIFIED. L U U D LEVER 2x108®16.O.C. 13'-3'CLEAR SPAN 2x1014 18'O.C. 2x10s Q 18'O.C. 20'-0'STOCK 10'-3'CLEAR SPAN 13'-3'CLEAR SPAN ° 7 17-0°8TOCK 14'-0'STOCK = On° (3)9 'L.V.L. 5 ALL CONSTRUCTION SHALL COMPLY a TT WITH THE FOLLOWING: AI E 1. 2009 Ir taftw9 nal Residential Code for One L D H A and Two Family DwaMngs. P.T.Zft®16'O.C. y 2. 780 CMR-MA Amerdrner�to fie 1 Intematlanel Residential Code. n 3. WFCM:WOW Frame Construction Manual 12x1 Os®16'O.C. 2x10s®16'O.C. 2x10e Q 18°O.C. ; for One and Two Famiy Dwellings 2001 Edtilon. I*-3'CLEAR SPAN 13'-3'CLEAR SPAN 1(Y-T CLEAR SPAN 2-2XBs P.T. fl 4. WFOM:Wood Frame Construction Manual 16'-)'STOOK 1 N-V STOCK 12'-O'STOCK W/HANGERS II guide to wood conetrutitan In high vA d °y areas for One and TWO Family Dwellings. 2-CAR GARAGE 110 -SLOPE GARAGE FLOOR SLAB TO 6. PmwAptive Residential Wools Dock OVERHEAD DOOM AS REQUIRED C4nstructlan GuResulde(Based l Code.)VIB 2009 W 10X16 W 10X16 1 X -MINIMUM ONE LAYER OF FIRE RAT® IN i I �1 FIR S T FLOOR FRAMING criP.,o EN�EL oPE EN„RE GAR^GE J �E tom•-�-� � Nelson Residence 115 Baxter Neck Road Marston Mills,.MA 2x1oa 18.O.C. ZOOS 016'O.C. 10'-'CLEAR SPAN I&-T CLEAR SPAN i ,Lffil 7-0°sTocK ,4'-0°STOCK FLOOR FRAMING 6 GENERAL NOTES: D -uWNERS AND GENERAL CONTRACTOR SHALL RCVIEW ALL PLANS,NOTES/VJD SPECIFICATIONS PRIOR TO CONSTRUCTION. •ANY ALTERATIONS TO PLANS MUST BE TAKEN UNDER THE ADVISEMENT OF Q Date Revlskms DOUBLES UNDER GOLEMME MITCHELL ARCHITECTS,LL.C. SECOND FLOOR FRAMING DORMER WALLS •GOLEMME MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL ARE NOT •G. .0 MUST COMPLY TO ALL BUILT STATE AND LOCAL CODES,LAWS AND REGULATIONS ecAte Zia 1 0 •ALL DIMENSIONS TO BE VERIFIED IN FIELD. •O.C.TO VERIFY ALL EXISTING SITE CONDITIONS. •ANY REPRODUCTION OF PLANS WITHOUT WRITTEN PERMISSION FROM GOLEMME MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL IS PROHIBITED. •ALL ON SITE WORK TO BE OVERSEEN BY LICENSED CONTRACTOR. 2x10s®16°O.C. 2x10s®16'O.C. •ELECTRICAL,HVAC AND PLUMBING PLANS TO BE PROVIDED BY LICENSED I FINALS 11'-3'CLEAR SPAN 1 V-3•CLEAR SPAN CONSULTANTS. 174)'STOCK 12--0•STOCK e ALL PAINTS AND FINISHES PROVIDED BY OTHERS. E SOale: AS NOTED •ALL SPECIFICATIONS TO BE VERIFIED BY OWNER AND CONTRACTOR. ! Date: 09-1 B-2014 •EXTERIOR WINDOW CASINGS PROVIDED BY DESIGNATED LUMBER YARD. •FIRE STOPPING REQUIRED-SHALL CUT OFF ALL CONCEALED OPENINGS,MINIMUM Drawn By. By E.Fullam 2•NOMINAL LUMBER REQUIRED. r Checked By: u Job Number: -- Drawing: A6 • y GOLEMME MITCHELL ARCHITECTS, LLC r -RESIDENTIAL o H O S PITALITY CEILING FRAMING NOTES: •SEE FLOOR PLANS FOR DIMENSIONS """Fo CORMPORATE •20 LBS./SQ.FT:LIVE LOAD •10 LBS/SO.FT.DEAD LOADKJHK) -CO MEROIAL •SPRUCE-PINE-FIR M2 LUMBER OR BETTER e •SEE PAGE NI FOR ATTIC ACCESS NOTES SUITE 2 ROOF FRAMING NOTES: i 6 PILAINVILO E, MA 0276210 •RAFTER SIZES AND ROOF PITCH AS NOTED 2x10s®18'O.C. 508-809-3509 •ROOFING SHINGLES SPECIFIED BY GENERAL CONTRACTOR 19-17 STOCK Lilloso" 110.1c] •ROOF VENTS AS SHOWN W_O*STOCK 1 11 11•RIDGE VENTS AS SHOWN(SET RIDGE DOWN 2'FOR PROPER AIR FLOW) 2x10S Q 1(r O.C. •WATER&ICE BARRIER TO COVER ALL HIPS,VALLEYS AND ONE 10-17 STOCK COURSE UP FROM EAVE •EAVE AND GABLE END OVERHANGS BY GENERAL CONTRACTOR i •MINIMUM 36 LB SNOW LOAD SUPPORT y •SEE TYPICAL EAVE DETAILS FOR ROOF TIE DOWN REQUIREMENTS t — — j 1 e (2)ON L.V.L. 2x10s®16'O.C. H 1 U'-V STOCK 2x10s @ 18'O.C. 8'-0'STOCK I a t HATCHED AREA DESIGNATES e SHED ROOF �1 CEILING FRAMING I 1 9 � SCALE IN u i-0 F 1 ALL CONSTRUCTION SHALL COMPLY 1 os @ O. F ® 'O.0 a WiTH THE FOLLOWING: 20'-0' 1 e .0 1. 2009 International RwldeNial Code for One TST0 I and Two Family DwellUpa m 1 a 2. 760 CMR-MA Amendmerte to the 1Os.®i6'O.0 2 TT 2x10s 01S'O.C. Into.. Residential Code. 2 2a_0.STOCK 12 T 2xi Cla Q 18'O.C. 8'-0'STOCK `9 3. WFCM:Wood Frame Conalrucdon Manual 8 N 1(7-0'STOCK for One and Two Family Dwellings.2001 A, Edition. 2x 16' 1rame Conabijotion Manual f 4 guide to wood WFOM:Wood Foons1ruct on wind areas for One and Two Family Dwellings. 2x12 I E / 2x12 I E / �— I 110 T,17� 2 I I 6. Plescnptve Reslderltlel Wood Deck 2x12 I E / OorretrhxKlon Guide(Based on tie 2009 Off V 12 12 1 Srtemetbn Residential Code.) OV RLAY O 12 I 2x/084 O.C. uD s u o ii Rj ii u 16T�octiocc 1 Nelson Residence M 2a-V 61oCK $ I 115 Baxter Neck Road Zxi oe®ie o.c (2)9 L.V.L. 22-0.STOCK (2)9 N L.V.L a 1z 8 II � -' II Marston Mills, MA 2x10e016'O.C. ? > 2x10s®16'0.C. ty 12 1z 0 6TOCK ;1 12 , 12 0 STOCK J a 12 a 12 o' 4 1 , 1 4 � CEILING AND ROOF FRAMING �.1C1 VCI-h/1t_I V V 1 CJ. •OWNERS AND GENERAL CONTRACTOR SHALL REVIEW ALL PLANS.NOTES AND SPECIFICATIONS PRIOR TO CONSTRUCTION. i lop @STOCKC _ 12 GO LE FOR ITTCHELL AR HIT LT�F ST BE TAKEN UNDER THE ADVISEMENT OF i -- -- ____--- - L.L.C. LIA •ANY ALTERATIONS TO PLANS MU 12 •GOLEMME MiTCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MiTCHELL ARE NOT FROM THESE PLANS. •G.C.MUST COMPLY TO ALL STATE AND LOCAL CODES,LAWS AND REGULATIONS 0 Data Revieklna •ALL DIMENSIONS TO BE VERIFIED IN FIELD. 3-2x10s (2)8 'L.V.L. •O.C.TO VERIFY ALL EXISTING SITE CONDITIONS. __ •ANY REPRODUCTION OF PLANS WITHOUT WRITTEN PERMISSION FROM GOLEMME R O O F FRAM I N G MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MiTCHELL IS PROHIBITED. 2x10S®I&O.C. � •ALL ON SITE WORK TO BE OVERSEEN BY LICENSED CONTRACTOR. B g ,�y,.,p 12-V STOCK j •ELECTRICAL,HVAC AND PLUMBING PLANS TO BE PROVIDED BY LICENSED 1 2x10s®ie'O.C. CONSULTANTS. e O 201-&STOCK •ALL PAINTS AND FINISHES PROVIDED BY OTHERS. •ALL SPECIFICATIONS TO BE VERIFIED BY OWNER AND CONTRACTOR. 2®ao — •EXTERIOR WINDOW CASINGS PROVIDED BY DESIGNATED LUMBER YARD. FINALS Q 4 i __ •FIRE STOPPING REQUIRED-SHALL CUT OFF ALL CONCEALED OPENINGS,MINIMUM Scale. AS NOTED L.Q. 7 NOMINAL LUMBER REQUIRED. E. 09-10-2014 Drawn By: By E.Fullam 12 a Cheoked By: 12 i Job Number: — DraWing: A7 GOLEMME MITCHELL ARCHITECTS, LLC 12-0° 12'-0" 14'-0' 16-0' r -;RESIDENTIAL OVERLAY RAFTER 2x108 @ 18°O.C. o HOB PITALITY 2x12 RIDGE W/ 22_00 STOCK 2x10s @ 18.O.C. W/R30 INSULATION -CORPORATE COPfT VENT W/R301NSULATION AT FINISHED VAULT 2x10RAF771R3@16'O.C. 3 AT FINISHED VAULT oCOMMERCIAL 2x10s @ 1 O.C. 12 ii 12 1 B' 20'-0'STO Q 6 i 12p 12 2x108 16'O.C.W R49INSULATIO e 6 WILKINS DRIVE: SUITE 210 12 p p PLA1NVILLE, MA 506 809 3509 762 UNFINISHED � zx10FLOOR @/ JOISTS/CEILING JOISTS @ j�- l6^o.c. CLOSET LOFT + 2x6 WALL @ 16'D.C. I W/R21 INSULATION r, ?? I? ro 8 (3)11 Tib"L.V.L. I GT2 HURRICANE TIES 2x6 SHOE E IN W 10x30 2-2x6 TOP PLATE RAFJER/WITH10EQAdO JOLSTS 108 18'O C. (3)9)¢'L.V.L. 2-2x8 TOP PLATE 2-CAR GARAGE i! -SLOPE G�FLOM tam 2x8 WALL @ 18'O.C. ?l° �,�0MRS As REGUMD 2x8 WALL @ 16,O.O. -MIMMUM ONE LAYER OF RRE RATED 2-27[6 TOP PLATE PANTRY LAV. LIVING W/R21 INSULATION GYP.TO ENVELOPE ENTIRE GARAGE } 2x6 STUDS @ 16"O.C. 2-2x8 SHOE TYP. EAVE DETAIL t. 2xs SHOE 2x1 Os 18'O.C.W R301NSULATK)N S H '4x1-22 GIRT ON LALLY 2-2x6 ILL � �q �1 BUILDING SECTION MNS ON CONCOLCRETE FOOTINGS I(r NO.FDN.W/ i 2x10 RAFTERS @ 16" DAMPROOFING �r D.C. � I J CONCRETE SLAB 2 CONO.FIG. ALL CONSTRUCTION SHALL COMPLY W/2x4 KEY WAY TO BE a WITH THE FOLLOWING: 4'-T MIN.BELOW GRADE 1. 2008 InternaWnal ReaidDnial Code for one Wood FJame Construction Manual 110 MPH Exposure B Wind Zone �, BUILD 1 N G SECTION and Two Dwele. Y 2. 780 CMR--NI MA tirg Amar>dtnerrts to the Table 2.General Nailing Schedule IOS HURRICANE TIES E a IWPCMaWWood Frame Constral Residential uction Menual @ 16"O.C.WITH 16-16d for One and Two Famtiy Dwellings.2001 Number of Number of Nail Spacing NAII.3/8 IN RAFTER dt 8 Edition. Joint Descripflw Common NOS Box Nails IN STUD 13 0' 13'-0' g 4. WFCM:Woad Frame Construction Manuel 4 guide to wood oona4nwctlan io high wind Roof Framing 2x10a @ 16'O.C. 2x12 RIDGE W/ areas for One and TWO Femiy Dwellings. ... .... . ..... ... ........... . ............ . .... . .. .: ....... 2-2>k6 TOP PLATE 20'-0'STOCK CONT.VENT 110 Blocking to Ratter(Toe-n"W) 2-8d 2-10d each end W/R30 INSULATION 6. Prescriptive Residential Wood Deck Rim Board to Ratter(End-wed) 2-16d 3-16d each cod 2x6 STUDS @ 16"O.C. AT FINISHED VAULT 12 I�m��on��al C�the 2� wan Framing s Q 6 .......... . . Nelson Residence Top Plates at Intersections(Face-need) 4-16d 5-16d at joints Stud to Stud(Facetrailcd) - 2-16d 2-16d 24"o c 12 2x1 1 B'O.C.W R49 INSULATION1 15 Baxter N@Ck Road Header to Header(Fam-nailed) l6d 16d 16"mc.along edges VAULTED CEILING DETAIL 12 pI Floer Framing ; Marston Mills, MA LO . ... .. . ...;... .. ...... . BED#2 2x6 WALL 0 1&0.0. Joist to Sill,Top Plata or Girder(Toe-nerved)(Fig.14) 4-8d 4-10d perjoid Ip W/R21 INSULATION i Blocking ttoosmorTopPlateCroe•neiled) 3-6d 44--I6 eaacchhbloocck a BUILDING SECTIONS Ledger Strip to Beam or Girder(Face-nailed) 3-16d 4-16d each joist Joist on Lodger to Beam(Toomailed) 3-8d 3-10d per jow 2x8 SHOE s Barre/Joist to Joist(F nailed)(Fig 14) 3-16d 4-16d per joist 2xI0 RAFTERS @ 16^ 1 0. . H2.SA HURRICANE O.C. Bend Joist to Sill or Top Plata(Toe-miled)(Fi&14) 2-16d 3-16d per foot EEE TIES WITH 10.8d 2-2x6 TOP PLATE Roof Should, NAILS(5 IN IN NT.2x6 NAILER .. .... . . . ... . .. . . ... . . ...... .... . . ....•. .. ... . . . ... .•. . . .... . . .., .. .. .. . .. . .. RAFTER Wood Swcnrral Pads PLATE) jlo L0 FLOOR JOISTS @ 6 1 2x8 WALL @W/R21 INSULATION Date ReNelons I&O.C. raf spaced to trusses up to 16"o c. 8d 10d : 6"edge/6"field rafters or trusses spaced over 16"o a. 8d 10d 4"edge/4"Held 16"O.C. M. BATH MASTER BED Q gable andwan take or rake trues w/o gable overhang 8d 10d 6"edge/6"Held gable eadwall rake or rake truss w/structural outlookers 8d 10d 6"edge/6"field gable autwall rake or rake tmes w/outlook blocks 8d 10d 4"edge/4"field CO 2x8 SHOE e INSULATION Ceiling Sheathing 2x R30.. .. ..... ...... . . .... ....... .. .... .. .. .. .. . ..... ... .... .. .. .. .. Gypsum wallboard 5d coolers 7"edge/10"Held H2.5A HURRICANE 2-2x8 SILL I"d NAILS wag Sheathing... ... .................. ...... .... .... .. . . ..... .. . .... ..; T5ININRRAFTER IN 10'CONC.FDN.W/ FINALS Wood Structural Panels PLATE) DAMPROOFING am&spaced up to 24"o.a 8d 10d 6"edger/12"Held 2-2x6 TOP PLATE Scale: AS NOTED Ki"and "Fibarboard 1Mnale Sd 3"edgd 6"Held Date: 09-16-2014 yr"Gypsum Wallboard Sd caolere' 7"edge/10"Held CONCRETE CONC.FrO. � Drawn W. By E.Fullam 2x6 STUDS @ 16"O.C. KEYFloor Sheathing w47 MIN. WAY TO BE ELOW GRADE Checked e .. .. . . . .. .. ..... . ...... . .... ......•. . . ... .. ......... .,..,.. . Job Nu Wood StnwturulPanela ... .. .. ... RAISED SAVE DETAIL n BUILDING SECTION Drawing:Number. 1"or leas 8d 10d 6"edge/12"Held greater then 1" � l6d � 16d � 6"edge/6"Hold A 8 r v GOLEMME MITCHELL ARCHITECTS, LLC R603.9 Structural Sheathing.Structural sheathing R3031jGHT NTILATION AND HEATING R506 CONCRETE FLOORS(ON GROUND) R311 MEANS OF EGRESS R311.7.7.3 Handrail Grip Size.All required r e RESIDENTIAL shall be installed in accordance with Figure R603.9 R303.1 Habitable Rooms.All habitable rooms shall R506.1 General.Concrete slab-on-ground floors R311.1 Means of egress.All dwellings shall be handrails shall be of one of the following types or 1 and this section on all sheathable exterior wall shall be a minimum 3.5 inches 89 mm thick(for have an aggregate glazing area of not less than 8 ( ) provided with a means of egress as provided in this provide equivalent graspability. o HOSPITALITY surfaces,including areas above and below openings percent of the floor area of such rooms.Natural expansive soils,see Section R403.1.8).The section.The means of egress shall provide a R603.9.3 Structural SheathingFastening.All ventilation shall be through windows,doors,louvers specified compressive strength of concrete shall be 1.Type I.Handrails with a circular cross section g ugh continuous and unobstructed path of vertical and , � o CORPORATE edges and interior areas of structural sheathing or other approved openings to the outdoor air.Such as set forth in Section R402.2. horizontal egress travel from all portions of the shall have an outside diameter of at least 1/4 inches panels shall be fastened to framing members and openings shall be provided with read access or shall 5506.LI Control Joints.Slabs shall be (32 mm)and not greater than 2 inches(70 mm). If A P arning P� P y dwelling to the exterior of dwelling at the 'V I e COMMERCIAL tracks in accordance with FigureR603.9 and Table otherwise be readily controllable b the building constructed with control Joints having a depth o the handrail is not circular it shall have a perimeter Y Y g at least one quarter o the slab thicknes not required egress door without requiring travel dimension of at least 4 inches 102 mm and not j�j R603.3.2(1). occupants. q f through agarage. ( ) 9 B WILKINB DRIVE: SUITE 210 For continuously-sheathed braced wall lines The minimum openable area to the outdoors shall be less than one Inch(25 mm).Joints shall be greater than 6'/4 inches(160 mm)with a maximum E PLAI N V I LLE, MA 02762 Y Exception.Egress through the secondary egress , 5OB-BO9-3509 using wood structural panels installed with No.8 4 percent of the floor area being ventilated. spaced at Intervals not greater than 30 feet(9144 P ! cross section of dimension of 2/.inches(57 mm). Exceptions: mm)in each direction.Control joints shall be door,required in subsection R311.2,may include Edges shall have a minimum radius of 0.01 inch screws spaced 4-inches(102 mm)on center at all placed at locations where the slab width or travel through a garage provided the garage has an (0.25 mm) panel edges and 12 inches(304.8 rum)on center on 1.The glazed areas need not be openable where the length changes, exit door meeting the requirements of a secondary intermediate framing members,the following shall opening is not required by Section R310 and an Exception:Control joints may be om►tted egress door. 2.Type H.Handrails with a perimeter greater than 1 r Y capable when the slab is reinforced to accordance 6/4 inches 1 p grasp finger apply: approved mechanical ventilations stem c able of f ( 60 mm)shall provide a able 1.Multiplying the percentages of full height producing 0.35 air change per hour in the room is with Table R506 I.1.Reinforcement shall be R311.7.4 Stair treads and risers.Stair treads and recess area on both sides of the profile.The finger 1 she m Table R603.9.2 i b 0.72 shall be installed or a whole-house mechanical ventilation risers shall meet the requirements of this section.For recess shall begin within a distance of%inch(19 sheathing' ( ) y placed(5the mid-depth a top slab or two the purposes of this section all dimensions and mm. m twitted system is installed capable of supplying outdoor inches 51 mm P� ) assured vertically from the tallest portion of permitted. ( e from the top of slabs greater dimensioned surfaces shall be exclusive of carpets, the profile and achieve a depth of at least 6/I6 inch 8 j ventilation air of 15 cubic feet per minute(cfin)(78 than our inches 102 mm !n thickness. °� P ( ! 2.For bottom track attached to foundations or f ( ) ) inch(22 mm)below the widest L/s)per occupant computed on the basis of two R506.2 Site Preparation.The area within the °r mm within r 1 framing below,the bottom track anchor or screw � occupants for the first bedroom and one occupant for foundation walls shall have all vegetation,to soil R311.7.4.1 Riser height.The maximum riser height portion of the profile.This required depth shall d connection spacing in Table R505.3.1(1)and Table � P � � each additional bedroom. continue for at least%inch 10 nun to a level that is R603.3.1 shall be multiplied by 2/3. and foreign material removed. shall be 73/4 inches(196 mm).The riser shall be 3 ( ) 2.The glazed areas need not be installed in rooms R506.2.1 Fill.Fill material shall be free of measured vertically between leading edges of the not less than 1/4 inches(45 min)below the tallest R604 WOOD STRUCTURAL PANELS where Exception 1 above is satisfied and artificial vegetation and foreign material.The fill shall be adjacent treads.The greatest riser height within any Portion of the profile.The minimum width of the t R604.1 Identification and Grade.Wood structural light is provided capable of producing an average compacted to assure uniform support of the slab, flight of stairs shall not exceed the smallest by more handrail above the recess shall be 1'/4 inches(32 2 panels shall conform to DOC PS 1 or DOC PS 2 or, illumination of 6 footcandles(65 lux)over the area and except where approved,the fill depths shalt than 3/8 inch(9.5 mm). mm)to a maximum of 2%inches(70 nun).Edges when manufactured i Canada,CSA 0437 or CSA of the room at a height of 30 inches 762 mm above not exceed 24 inches 610 mm. for clean sand or shall have a minimum radius of 0.01 inches(0.25 >3h ( ) ( ) R311.7.4.2 Tread depth.The minimum tread depth l 0325.All panels shall be identified by a grade mark the floor level. gravel ( nun) shall be 10 inches(254 mm).The tread depth shall or 8 inches 203 . mm)• f or certificate of inspection issued b roved Y an approved 3.Use of sunroom additions and patio covers,as R506.2.2 Base.A four-inch-thick(102 nun).base be measured horizontally between the vertical planes agency. course consisting of clean graded sand,gravel, of the foremost projection of adjacent treads and at a defined in Section R202,shall be permitted for P .1 j R604.2 Allowable Spans.The maximum allowable natural ventilation if in excess of 40 percent of the crushed stone or crushed blast-firrnace slag right angle to the tread's leading edge.The greatest R312 GUARDS spans for wood structural panel wall sheathing shall exterior sunroom walls are open,or are enclosed only passing a two-inch(51 mtn)sieve shall be placed tread depth within any flight of stairs shall not p not exceed the values set forth in Table R602.3(3). b insect screening. on the prepared sub grade when the slab is below y ( , ) R312.1 Where required.Guards shall be located S ALL CONSTRUCTION SHALL COMPLY 1neP !' exceed the smallest b more than 3/8 inch 9 5 mm 9 Y g WITH THE FOLLOWING: R6043 Installation.Wood structural panel wall grade. Consistently shaped winders at the walkline shall be along open-sided walking surfaces,including stairs, 1 2009 International Residential Code for One P R3033 Bathrooms.Bathrooms,water closet Exception:A base course is not required allowed within the same fight of stairs as tamps and landings,that are located more than 30 and Two Family Dwellings, sheathing shall be attached to framing in accordance t y compartments and other similar rooms shall be when the concrete slab is installed on well-drained inches 762 Inn] measured vertically to the floor or ( 2. 780 CMR-l R Amenal Code to the with Table R602.3(1)or Table R602.3.(3).Wood rectangular treads and d0 not have to be within 3/8 ( ) Y a International Residential Code. provided with aggregate glazing area in windows of or sand-gravel mixture soils classified as Grow I grade below at an point within 36 inches 914 mm structural panels marked Exposure 1 or Exterior are not less than 3 square feet(0.3 m2),one-half of P inch(9.5 mm)of rectangular tread depth gr Y P ( ) 3' o o e Wood d TwFamily Dwell nn�Manuel01 according to the United Soil Classification System horizontally to the edge of the open side.Insect considered water-repellent sheathing under the code. which must be o le. Winder treads shall have a minimum tread depth of W son. �°� in accordance with Table R405.1. screening shall not be considered as a guard. 1 4. WFCM:Wood Frame Construction Manual Exception:The glazed areas shall not be required 10 inches(254 mm)measured between the vertical PR506.23 Vapor Retarder.A six mil(0.006 inch; guide to wood construction in high wind where artificial light and a mechanical ventilation planes of the foremost projection of adjacent treads R312.3 Opening Limitations.Required guards areas for One and Two Family Dwellings. # 152 µm)polyethylene or approved vapor retarder system are provided.The minimum ventilation rates with'oints I d not less titan six inches at the intersections with the walkline.Winder treads shall not have openings,from the walking surface to 6. Prescriptive Residential Wood Deck R603.7 Jack and King Studs.The number of jack 1 lapped shall have a minimum tread depth of 6 inches the required rd hei which allow passage of a Construction Guide(Based on the 2009 shall be 50 cubic feet per minute(24 L/s)for (152mm)shall be placed between the concrete PS P Intemetion Residential Code.) and king studs installed on each side of a header shall 152mm at an fist within the clear width of the sphere 4 inches 102 mm m diameter. comply with Table R603.7 1 . jack and cripple intermittent ventilation or 20 cubic feet per minute floor slab and the base course or the prepared ( ) Y p° P ( ) P Y ( ) ,J PP (10 L/s)for continuous ventilation. Ventilation air stair.Within any flight of stairs,the largest winder Exceptions: studs shall be of the same dimension and thickness as Excepts where no base course exists. tread depth at the walkline shall not exceed the 1.The triangular openings at the o n side of a stair, from the space.shall be exhausted directly to the Exception:The vapor retarder may be omitted: � � � # the adjacent wall studs.Headers shall be connected to P Y smallest winder tread b more than 3/8 inch 9.5 formed b the riser,tread and bottom rail of a guard,outside. Y ( Y g� kin studs in accordance with Table R603.7 2 and 1.From garages,utility buildings and other t # g ( ) mm). shall not allow passage of a sphere 6 inches(153 the following provisions: Mechanical ventilation is required for bathrooms unheated accessory structures. mm)in diameter. # R311.7.6 Stairway Walking Surface.The walking with a shower or bathtub.Also see 105 CMR 8 # 1.For box beam headers,one-half of the total number surface of treads and landings of stairways shall be 2.Guards on the open sides of stairs shall not have 1 410.000.Minimum Standards of Fitness for t of required screws shall be applied to the header and sloped no steeper than one unit vertical in 48 inches openings which allow passage of a sphere 43/8 Human Habitation(State Sanitary Code,Chapter one half to the icing stud by use of C-shaped or track horizontal(2%slope). inches 111 mm in diameter. II)and 248 CMR 10.00:Uniform State Plumbing ( ) 6 110 .MPH WIND ZONE member in accordance with Figure R603.6(l).The Code as these codes may also have mechanical R311.7.7 Handrails.Handrails shall be provided on track or C-shape sections shall extend the depth of the ventilation requirements. at least one side of each continuous run of treads or header minus 1/2 inch(12.7 mm)and shall have a flight with four or more risers. minimum thickness not less than that of the wall studs. Hsu!A'1"1'1C;ACCESS R31.1,7.711 Height Handrail height;meaqured 2.For back-to-back headers,one-half the total number R807.1 Attic Access.Buildings with combustible vertically from the sloped plane adjoining the tread or finish surface of ramp slope, of screws shall be applied to the header and one-half ceiling or roof construction shall have an attic access nosing, shall be not �A Date Revisions to the king stud by use of a minimum opening to attic areas that exceed 30 square feet(2.8 less than 34 inches(864 mm)and not more than 38inches(965 mm). 2-inch-by-2-inch(51 mm x 51 mm)clip angle in m2)and have a vertical height of 30 inches(762 mm) accordance with Figure R603.6(2).The clip angle or greater.The vertical height shall be measured from R311.7.7.2 Continuity.Handrails for stairways shall extend the depth of the header minus 1/2 inch the top of the ceiling framing members to the shall be continuous for the full length of the flight, (12.7 mm)and shall have a minimum thickness not underside of the roof framing members. from a point directly above the top riser of the flight less than that of the wall studs.Jack and king studs to a point directly above lowest riser of the flight. l shall be interconnected with structural sheathing in The rough-fiamed opening shall not be less than 22 Handrail ends shall be returned or shall terminate in 1 accordance with Figures R603.6(1)and R603.6(2). inches by 30 inches(559 mm by 762 mm)and shall newel posts or safety terminals.Handrails adjacent # be located in a hallway or other readily accessible to a wall shall have a space of not less than 1'/2 inch Scale: AS NOTED location.When located in a wall,the opening shall be (38 nun)between the wall and the handrails. Date: # a minimum of 22 inches wide by 30 inches high. Exceptions: Drawn By: # When the access is located in a ceiling,minimum a Checked ace shall be 30 1.Handrails shall be permitted to be interrupted by a # unobstructed headroom in the attics P newel post at the turn. ; Job Number: # inches(762 mm)at some point above the access 2.The use of a volute,turnout,starting g or Drawing:Basin measured vertically from the bottom of ceiling framing members.See Section M1305.1.3 for access starting newel shall be allowed over the lowest tread N 1 requirements where mechanical equipment is located in attics. BAXTE R NYE ENGINEERING & SURVEYING I t r , , i k f3' , r.t i Registered Professional Engineers and Land Surveyors , \ �'dt00 Tj BENCHMARK: s ` ON BONNET BOLT ON • .- \ HYDRANT 78 North Street — 3rd Floor 4. . \ !y FH/1304 EL =44.44 I p 4 3 a ` 4 Hyannis, Massachusetts 02601 NAVD 88 _ . M r z Phone — (508) 771—7502 , \ PROJECT BENCHMARK: — (�^, \ SURVEY NAIL gym` y` N,�°' ► FaX (508) 771-7622 ELV. =41.92 (NAVD88) p, www.baxter—nye.com S \\ S T A M P S T A M P i \ oti \ J►. ��� / �, aPnatedfram OPb!eis9sI4z1dtbWetProdwtms ,tvpocc_ut} _ ���4 I / � s �N �� w / LOCUS MAP Scale: 1"=2000' Cn FC� Ro oA �<v O r't PGA \ S Sy.3sO \ / LP 0 5 Q PROPOSED \ DRIVEWAY I ^^ VA 6 0�,.� \� \ � C O N S U L T A N T BBALI Q PRC1P1t1SED SON(AUBE, pH*�_ CB/FND-BROKEN RELOCATE O \ off HOOP DTYP.RAWINGS SEE ARCHI�ECT SAL \� \ �OHS` \ .� EXISTING WATER Ate- DRAWINGS i / \ OH \ SERVICE LINE �SPHA / \\ \^ GAS \� Oyu"�N Jg VINYL_'' DRIVEWA 9 L.F NEW / / ��G c� C' '\. '�' oy _ CONSULTANT / 1 �3\ c� G \ off P KET k. I % Q 5��\ , Gl�P CHAIN F NCE PVC PIPE O r LINK ! \ S ' 0 / t '� 'yT N CB/DH—FND FENCE ! TO O° TAK E'� C I�G _ `� S�Ie�c �— HELD INC� i L DI \ f SLAB D x EL=43.1 LAWN C NEW 17 LF 4" SC �O \ �\ EXISTING i NITS 40 PVC PIPE S=2X ` SAS PER PREPARED FOR : O-l0 G.p06� �,yy /� o \ EXIST�C AS-BUILT .y'y 9 42.2 D-BOX CARD ! i LS CONTRACTOR TO FY G� Andrew P. Neison M.D. a P sue, 1 EMO .2 DO INVEI�`TS IN FlELD�7�IdDG o ADJUST AS NIECES 2 Jade Street PROPOSED Ff o STUN �1 ADDITION s'� O�� s' REL�CATE SIEPIIC ; , ��� GENERAL NOTES / 5i � � TANK � Franklin MA 02038 G�o>s F� �N LA !! o 'O 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS ��ti 9poy EW STIN EP /! /� LOCUS AREA IS COMPRISED OF: TANK PE EN �. , \ S-B !Lb CARD / / 0 2) ASSESSORS MAP 056 PARCasO82XO I AND 082X02 3_S �/ ,% J�� LAND COURT CERTIFICATE 12040825 THRESHOLD PROP$�ED EL.=44.68 ADDITION ON/i �,P1' OWNER: ANDREW P NELSON MAP 056 ,CRAWL �� G,1p 115 BASTER NECK ROAD SPACE MW90NS MILLS, MA oy r` PARCELS 082X01 & X02 ti ° AREA =49,680 . .t cry -� `� �,�P�``'o°'`�� .. ,.. ..�, .,... ,�,,. 3.) PROJECT BENCHMARK: AS SHOWN ON THIS PLAN (DATUM NAVD88) GEN RATO G 1y \ / �,� �y��Q'O Q 4.) ZONING INFORMATION: O _ i J i ZONING DISTRICT . RF o -o CURRENT MINIMUM ZONING'REQUIREMENTS: ti R �\ OO _ 7- L "9.0 i MIN. LOT AREA - 87,120 S.F. MIN. LOT FRONTAGE - 150' A<< o�9 MAX BUILDING HEIGHT = 30' OR 2 1/2 STORIES \ \ _f1F S >iO, / FRONT YARD = 30' SIDE & REAR YARD = 15' / 15' 0 OVERLAY DISTRICTS: RPOD, SEP \ O\ \ \ \ \ 1-110. 5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED TO BE NECESSARY, A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. \ ; CB/DH FND �02 CB/DH-FND \ HELD FOR LINE •y10' + 6.) THE PROPERTY LINE INFORMATION SHOWN ISBASED ON AN EXISTING CONDITIONS RT ,'bq° \ PLAN DATED 09/11/14 AS PREPARED BY B &ARTER NYE ENGINEERING SURVEYING. y\ \ �9 drys \ THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON AUGUST 26, 2014 AND FEBRUARY 4, 2021. 'Y Q U CC °ti \ 7.) BY GRAPHIC PLOTTING ONLY, THE PARCEL SHOWN HEREON LIES WITHIN FLOOD � C \ ZONE ZONE X (UNSHADED) ON THE FEMA FLOOD INSURANCE RATE MAP Z \ \ (F.I.R.M.) COMMUNITY PANEL NUMBER 250001 0543 J EFFECTIVE DATE DATE JULY 16, 2014. 8.) ENVIRONMENTAL INFORMATION: W— PER MASS CIS OLIVER AS OF 02/15/2021: U W m O\ i •';SITE DOES NOT APPEAR TO BE WITHIN AN A.C.EC (AREA OF CRITICAL ENVIRONMENTAL CONCERN). i \ 0 L0 c� \ \ • SITE DOES NOT APPEAR TO BE WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS MAPPED ON r- MASS GIS OLIVER PER NHESP 'ESTIMATED AMR HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS a r- y P OTEC71ON ACT RE ( ) UP/67 \ lO \ L?� �. • SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS GIS OLIVER PER NHESP O�• "PRIORITY HABITATS OF RARE SPECIES'FOR SPECIES UNDER THE MASSAGiUSETTS ENDANGERED SPECIES LU\ / �JgJ ACT, REGULATIONS (321 CMR 10). 0 \ -1 0�.1p'1 SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS GIS OLIVER PER �' h oy \ \ �,► \ %"OG190 NHESP 'CERTIFIED VERNAL POOLS• w_ a �1�41 1p� .. � ��,P p0 SITE DOES NOT APPEAR TO BE WITHIN A WETLAND RESOURCE AREA AS MAPPED ON MASS GIS SYSTEM. z -{ tY F U SITE DOES NOT APPEAR TO BE WITHIN A STATE APPROVED ZONE II GROUNDWATER RECHARGE PROTECTION z w O �wcr P AREA AS MAPPED ON MASS GIS SYSTEM. o C) oy SITE APPEARS TO BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY(BARNSTABLE B.O.H. REG. \ \ 360-45) PER TOWN OF BARNSTABLE GIS SYSTEM. oy o 9.) UTILITY INFORMATION SHOWN HEREIN: o °s \ THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND U1ILITY COMPANIES TO LOCATE >- ``` \ \ \ THE LOCATION OF ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF m CONSTRUCTION EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN oy \ \ � IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEENI I I IT71 - 1< 1 0 RESEARCHED BASED ON THE AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TD z BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE SHEET TITLE \ CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS \ \ DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. Site Plan for House °s \ \ \ \ SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO Additions \ \ DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT gy \ RELIABLY WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS R QU RED, THECLIENTLOCATION OF UNOMMU140 FEATURES CANNOT BE ACCURALY, AS ADVISED TWIEPICTED. '{ EXCAVATION MAY BE NECESSARY. SHEET NO °ti \ • EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM SEPTIC SYEYSTEM AS BUILT CARD BY R.J BEVILACQUA CONSTRUCTION, DATED 09/17/2014, ON FILE AT BARNSTABLE BOARD OF HEALTH. C0100 °ti/ • TOWN WATER SERVICE SHOWN ON THIS PLAN FROM WATER DEPARTMENT SKETCH 12446 DATED 12/15/2014. �\ • \ GAS SERVICE SHOWN ON PLAN PER NATIONAL GRID SKETCH S02508. GAS LINE SHOWN ON PLAN DATE : MARCH 04, 2021 \° IN BAXTER'S NECK ROAD PER DIG-SAFE MARKINGS 2014. GAS METER FIELD LOCATEDAT TIME OF 20 0 20 40 ti SURVEY. • ELECTRIC LINE SHOWN ON THIS PLAN PER EVERSOUCE SKETCH RECIEVED 02/22/21. UTILITY SCALE IN FEET 0 POLES SHOWN HEREWITH WERE FIELD LOCATED WITH OVERHEAD LINES ON BOTH BAXTER'S NECK SCALE 1"= 20' ROAD AND OLD POST ROAD 2014 DRAWN/DESIGN BY: SDM CHECKED BY: MINE JOB NO: 2014-062 C A D D FILE : 2014-062SPAW CONSTRUCTION NOTES: BAXTER NYE 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN .. TYPICAL SYSTEM PROFILE ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED ENGINEERING & APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. , NOTES: N0T ''0 SURVEYING 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY 1. ALL MATERIALS SHALL MEET H-10 LOADING REQUIREMENTS. THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED ►- -BUILT FlNISHED FLOOR N 44.68 WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. '% Registered Professional Engineers SET AT LEAST ONE MANHOLE FRAME V 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlLLING, and Land Surveyors SET COVER TO 6" BELOW FINISH GRADE NOTIFY & COVER TO WITHIN 6 OF FINISH GRADE. THE BOARD OF HEALTH AGENT AND ENGINEER FOR RISERS & COVER S BE WATERTIGHT RISER & COVER SHALL BE WATERTIGHT INSPECTION. N N S HALL EXISTING GRADE 42.7 78 North Street — 3rd Floor -FINISHN GRADE 42.2 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO 4 scHED 4o Hyannis, Massachusetts 02 601 EXISTING GRADE N 42.5 PVC. UNLESS OTHERWISE NOTED HEREIN. Y 5. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3 OF COVER. Phone — 508 771-7502 TOP OF TANK-39.24 3 MIN. L= 17' S=2.00X (1.0X MIN ALLOWED) TOP OF D-BOX=38.5 Fax - (508) 771-7622 4" SCH 40 PVC 9 LFN4" SCH 40 PVC OS=1.0X 6. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE 6» MIN. GRINDER DISPOSALS. WWW.boxter—nye.com INV OUT = 38.43 LLB INV IN= 38.09 10" MIN. \ CONTRACTOR TO PVC �-iNV OUT= 37.84 ADJUST INVERT VERIFY IN R TO ADJUST INVERT w' AS NECESSARY 2" 4" SCH. 40 PVC TO EXISTING SOIL ABSORPTION SYSTEM 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT NECESSARY Z PVC TEE (14 MIN.) CL= 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL ADJUST INVERT AS :P STAMP S T A M P NECESSARY INV IN = 37.75 6" SUMP �, IN OUT = 37.65 EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF j 14" GASH INVERT IN TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT REINFORCED CONCRETE---. 6" CRUSHED D-BOX LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING NE •': .'; -•. - UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF ,.,:•. :• DESIGN EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE i .. .•,....... 1.. ..7 .. 1 R...f;•..•, :; :...:....• . ,,,., .:.: .: .' ;•.:•—s O T ADWON CONTRACTOR VERIFY IN TO 6" CRUSHED STONE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND BASE HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE P&OCATM I=QALLON O E-COWARTMW SEM TANG EAKING DISTRIBUTION BOX OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN TO BE INSTALLED ON A LEVEL STABLE BASE INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH CONSULTANT PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE 4 FEET 14 INCHES APPROPRIATE UTILITY COMPANY. 5 FEET 19 INCHES CONSULTANT 6 FEEr 24 INCHES 7 FEET 29 INCHES 8 FEET 34 INCHE S LEACHING AREA REQUIREMENTS PERMIT #2014-341 PREPARED FOR : NITROGEN LOADING LIMITATION: ZONE OF CONTRIBUTION TO AN ESTUARY: 440 GAL PER DAY PER 40,000 SF Andrew P. Nelson M.D. LOT AREA = 49,680 SF 49,680/400,00 X 440 = 497 GPD 2 Jade Street RESIDENTIAL: 4 BEDROOMS 497 GPD/110 GPD PER BR = 4 BR Franklin, MA 02038 x 110 GPDIBEDROOM TOTAL DESIGN FLOW = 440 GPD GARBAGE GRINDER (NOT INCLUDED) = N/A NO CHANGE IN BEDROOM COUNT OR DESIGN FLOW O U Q O W z Jcli 1— (A I— X LU m O O L0 j Ir CC CL W z i o O c�a — o ~ = a U o � Z w o p I 5 w N W o � � Q � p co a z z SHEET TITLE Septic Tank Relocation Plan - Detail Sheet SHEET NO C2mO D ATE : FEBRUARY 19, 2021 20 0 20 40 SCALE IN FEET SCALE : 1"= 20' DRAWN/DESIGN BY: SDM CHECKED BY: MINE JOB NO: 2014-062 C A D D FILE: 2014-062SP.dw II 1 t r BAXTER NYE ENGINEERING & z > " SURVEYING Registered Professional Engineers •• 42.5 r Es and Land SurveyorsBENCHMAM , \ \ . v `� SONNET BOLT ON - ®,. � ° ,., 78 North Street - 3rd Floor ANT 1 42.7 \ \ FlH/t304 EL 44 ? _ :•• Hyannis, Massachusetts 0260177 AND W ' t �r PROJECT Phone - (508) 771-7502 � PROJECTBENCHMARK• ,,.3 ,fit � Q,y � wn - MAG NAIL SET _ FOX (508) 771-7622 �' \ \ 3 E. s 41.92 (NAVD www.boxter-nye.com 4 \ \ r \ L38) ye t cyy 40 ® STAM STAMP friued 5coo 30P0!i"199!R''t'1dftaucw 'oo¢ •cwWc �J s p N YN q y� LOCUS 1 AP Scale:: 1'=20W o ww�ON y No.30216 l ` `cSS/ONAL�NG\ O \ �4' r oQpS�c.PI \ �., \` ,, \ CONSULTANT CB/FND-BROKEN TP 10. rr 36.9 \\\\ AMA �c 41.3 x 30• t \� r CONSULTANT ool �• ti o• o rr no� i x 38.5 CB/bH-FIND ° d� P*' •,y+� \ / ,'� j 'A% r �� TP 2 `� i ,�� ;' PREPARED FOR G. G•0 9' , \`y ri' / i� 1 II t�/ ��f x 36.3 `� •� ,, / �� Andrew P. Nelson M.D. 2 Jade Street l \ p rr t xi 39 , l�5 / ii Franklin MA 02038 x 43,2 36X11 ,o" GENERAL NOTES� \ y/ \\ / \ `y 1 t y1 1L.) 1 AREA 6 INIENT�OOIIM PLAN OF• 70 DE70JL DEW SnE O OTIONS AT LOCUS 4 yy yt / �y giro Qt1 \ \\ \\' ,\/ \\ r !� r y t / K+ tp 2 AS 90R5 MAP 056 \ x 35.5 \ / A2Q----- ------------ 420 �kQ ,rr/ '� ` y y4 \\ ` 1 �,'� PARCELS ODMI AND OR= rr �r PQ P� e� \ LC CFlt FIGUE 115MOO a OWNEk iNOWL S. & RAE ANN FE,Rl t x 40.7 / r x 38.8 / v �• STREEr 1 " WAM MA 28.9 2 7 � \ p ------ � � ' � . • O 340.7 LOCUS HAS RESTRICTIONS AND REI Y4HONS SEE DOCLIIE.NT 72M-2 \��� 8 x 40.5/ �/ 4.) PROJECT BENCHMARK: AS SHOWN ON THS PLAN (LEA M MGM)qy\ \ \ \ \`\ � � \\\ ZONING NNFDRiMIM \ (3, \ \ \` �� \` r\ `\ `\ \` �• ``WP 056 \ - zx x 38.4 ��/ IOIr1I(' Df57RiCT. RF CLAW MN1W ZONING REQUEIFJ�AS: �`QARCELS 082X01 do X02 \x 40.1 - _ MN. LOT AREA - 87,120 S.F. \AREA =49,680 S.F,.f r MIN. LDT FRONTAGE - 150' \ \ \� FIND \ 02�\\ x 31 �F` �`\ ``\ \ \�\ `• \\ \\ x 39.7 ///,r o�.,' CB/bH-FIND WX WLDNG NEVII' - YY OR 2 V2 MOM \ �► H FOR LINE \ \J. � � � � � \ r, '� • FRONT YARD 30 SINE & RFJIR YAW 15 / 15 (a OVERLAY 06nam. WOO \ ` � cr_ � \\\ \ \ \ \\ \\` •� / &) A TITLE SEARCH MS NOT BEi7N PB F,'RNED FOR TENS SITE F DETERMIED x�33.7 70 BE NECESSARY, A TITLE SEARCH SWILL BE PERF'ORIED BY OTHERS. V CQ \ \ \ � Z� C x�6\8 `\\ &3 &� \ 7.) iW PROPERLY LICE N�Fi7 INION 9 N IS BASED ON CUIWNT AV ILME RECORD WORNTiON CONSISTING OF PLAINS AND LEEOS. THE EXSTIrG FEAiLNLES SN06NN y HEREON HERE OBTMED FROM AN ON 7FN tt01NID Fi[ID SURVEY PERFDRIN D BY - - \ BAXTER NYE ENGINIE G & SURVEYING Of AUGUST 26, 2014. I- 16- F- r\ \ '9\ \yo \ *. \`- --'` ' 6.) COINAMIY PANEL NUIEIER 250MI '0543 J (EFMIX JU.Y 16, 2014) U `\\ 27.9 `8 \\ `\\ i `��t`Js� \ ` \ \ `�\\ // \ 7FE ROW PWRWM RATE WP DEFIES 7H5 AREA AS ZONE C W c 0 \� \ ycc , .\ SITE DOES NOT APPEAR TO BE WFIRN AN A.C.EC. (AREA OF CIWAI. ENVI041ENTAL CONCERN). e-- CC \ � y \ \ \ /. � • SITE DOES NOT APPEAR 10 BE WmW AN AREA OF ESTNiAli71 NMBTTAT OF RARE WN.DLFE AS UP/6 7 �► y \� .`89.8 \ `\ 35.2 UPPED ON AM GS OLAER AS OM4 D ON AUGUST 6, 2014 T91107ED WOWS OF RARE y\\ $ �i �. yy \ \\ `\ \ `i �r \ �`\ \.\ \ IrNDtiE' FOR USE WI1H iNE W !N4'TIAND6 PROTECTION ACT REGULATIONS (310 CMR\ i0).' 2 SITE DOES NOT CONTAIN A CERTEED VERNAL POOL AS UPPED ON MASS GS OWN AS OBTANED Z ON AUGUST 6, 2014 PER NNESP YERTFED VQiNUt. POOLS.' O loo { SITE DOES NOT APPEAR 10 BE WIN A PRIORITY WWAT AS UPPED ON MASS GIS OLIVER AS L]Ll)I NM a Z\ 11 OBTANN:D ON AUGUST 6, 2014 PER*I SP 'PRIORITY BLTAIS OF RARE SN'EI W FOR SPEICES_ _` \ ' \y UNDER THE WS'SACHUSETIS WOU SPECES ACT, REGU ATIONS (321 CUR 10). v\ • \ `\ `��\ \ ``y x 3 y vG• aP�� SITE IS NOT MW A STATE APPMED ZONE I GROUND 07ER REDRW PROTECTION AREA w \ (BARNSTABLE B.O.N. REG. SITE LIES WITFML A ZONE OF OONfR'�IlITON TO A SALTIMATER ESiILAR1r � x 29. 360-45). -\�7.0 10.) 11iI.ITY NFOR11A710N SFIOMMF- \� y W CONTWIM SHALL CONTACT DIG SAFE (AT 1-W"IG-SAFE) MV UMY COIWASS 70 LOCATE o THE LOW N OF ALL 06M URINES, AT LEAST 72 HOURS PNBOR TO 1NE START OF \ N AN APPROMIE IRY ONLY, W1 �CXADY NOT IE LNTED 1D RM SHONN N OM AND UK M im RESEARCIC BASED ON THE AWARE URff RECORDS NOTED HOOK TIE CONTRACTOR AGREES TO BE FULLY RESPONVSNEE FOR ANY AM) ALL WWGES WEN MW BE OWASION W BY 1HE COMRACiOR'S FAUIRE TD LOCATE SAD NFRA`4TRUCW AND MUM EXACTLY F RM CONDRpNS a NNDIUMN, VE OONITLACIOR SFMLL NOTFY THE ENG W MEWELY FOR S H E E T TITLE POSSINE NNZIESIGN Septic System Plan 3 \ ` \ LOGTION OF LN OEI?GROUND FF4RM CAWOT BE ACCI MMTELY, COMPLETELY AND RO MBLY DEPICTED. 0 �,� �C 26.2 �C 26 1 WNW ADDHIiOMAL. ORS MM97ION S REGI!/IED, THE CLIENT S AIAW iMT rnEXCAVVION MAY BE ' • TOWN NRIER LDES WON ON THS MAN FROM DIG-SAFE MAN(INGS,, I147ER GALES AND SHEET NO HYOR M WERE FEUD LOCATED DURING SURVEY. • GAS LINE SHOHNr ON PLAN N 8AXTERS NECK ROAD PER DIG-SAFE IVA(INGS. spa o NUTILITY POLES SM HOUR EW ROAD AND OLD P05T R(I VEX FEUD LOCATED WITH OVERNFW LUTES ON BOTH SURn \ D A T E : 09/05/14 J � \ 20 0 20 40 SCALE IN FEET SCALE : 1"= 20' DRAWN/DESIGN BY: MW CHECKED BY: MWE 0 JOB NO: 2014-062 C A D D FILE: 2014-062SP.dwg : L.---J•'- "�� -r.•� _.. ,w.w.. .....-r-../""K*•.1r.w.rvy...-.....�.w+'.-.r�"`�`M.rtrYMW,.... �._ ...�... -.w'.b....%.-.a ,..rlJ�1..- .•_w- CONSTRUCTION NOTES: BAXTER NYE I. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ' ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED ENGINEERING & "" > OF THIS PLAN, _ TYPICAL SYSTEM PROFILE APRIL 21, 2006, AS AMENDED THROUGH THE DATE NOTES: . NOT TO BCALE do ANY LOCAL RULES REGULATIONS APPLICABLE. 2. SURVEYING ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY 1. ALL MATERIALS SHALL MEET H-10 LOADING REQUIREMENTS. THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. T.O.F. 43a Registered Professional Engineers SET AT LEAST ONE MANHOLE FRAME 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlWNG, Nk COVER TO MATIOI 6' OF FMNSH GRADE. SET' COVER TO 60 BELOW FweH GRADE NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR and Land Surveyors GRADE = VARIES 43.0 - 41.0 RISERS & COVERS SW1Ll. BE IMAlER11GNT RISER Nk COVER SHALL BE WATERTIGHT' INSPECTION. FRM GRADE - 42.5t r 78 North Street - 3rd Floor �- /'FNNSFi GRADE ^" 40.0-41.0* OF RISER &GRADE.COVER PVC�U iESS OTYHE�RWIWISE NOTEDDIEEPN PIPING TO BE 4 scHED 4o Hyannis, Massachusetts 02601 SWILL BE WATERTIGHT 5. IF NEEDED, EXCAVATE UNSUITABLE MATERIAL TO THE 'C TOP of TANG-9.6 3• MIN. "AwwHAH GRADE OVER LJ:ACHM SYSTEM = 40.0 TO 41.0 HORIZON% FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE Phone - (508) 771-7502 ' •_ Fax - (508) 771-7622 "�a � PVC ' •• � TOP OF 0-BDX=36.5 LEACHING FIELD. AND REPLACE WITH CLEAN SAND PER 310 CMR r"" 2 OF 1� -fit DOIAM • 15.255 TO THE TOP ELEVATION OF THE SAS. 7, 6 MIN. ' 9 min Cover ENSURE: PROPER NNV OUT = 30.65 10' MIN. FIR% 2' (TO BE LEVEL) Iry 36" kmax) Cover PIPE CONNECTION WWW.boxter-ny�e.com MNV N� 30 45�� PVC OUT= 3815 <' F • OR FILTER FABRIC 8[TWEtENI /� 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN t PVC TEE (14r MW.) 2• 4 SICHH. 40 PVC TOP OF CM38.0 CONCRETE LfJ1CHNVG CfiA15 CfIAtrIBER (4. SCH LESS THAN 3' OF COVER. ` 14 INN IN 37.75 ' r SUMP . W OVr - 37.65 40 PVC G7.RIN E SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE S T A ` P��\A OF Mqs fl STAMP GAS BAFFLE - DER DISPOSALS. RAEN�ORCED OONCREIE 6• C RUM r ♦ NNV NN- 37 25 !� O O � O C= r � STONE BASE -+� s.:. N O O C� O � C3 C! STEPHEN ti 0 CM 0 0 BOTTOM OF & �n� THE CONTRACTOR SHALL CONTACT DIG SAFE (AT s� ALL . , -CHAMBER & STONE 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL o WN-SON `{ EL 35.25 EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF 60 CRUSHED STONE No.22216 BASE 5' MIN - 11 CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT -o ,9 c Avt Q N►A1SHHm LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING 0,�� FO/ST �`' ,`ate 2MUM ONE-COW 8WM TAW OIST�tJT10N BOX No Groundwater Observed O Elev. 25.0 EXISTING UNDERGROUND UTILITUTIIJTIES BEFORE THE START � ARE SHOWN ANY WORK. nIN AN LOCATION APPROXIMATE SS�ONA�EN\ WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND ^S IY TD BE ROAM ON A LEVEL SDIBLE BASE TO BE OWALLJD ON A gyp• STAKE BASE HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS SEPTIC TANK TO BE NSPECTED & CLEANED ANNWILLY 3 OUILETS REQUIRED SOLE ABSORPTION USTEtrI (SW LEACf M CI AMBER4 0 (TYPI= REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY NIS RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN CONSULTANT INFORMATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, LKM DEPTH IN SEPTIC TANK DEPTH OF MW TEE BELOW FLOW LINE TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE 4 FEET 14 DIM PROPOSED SHALL PRESERVE ALL UNDERGROUND UTILITIES AS 5 FEET 19 INCHES REQUIRED. 6FEEr 24WCHE5 CONSULTANT 7 FEET 29 INCHES 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE 8 FEET 34 #00 SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. PUCE FRAME& COVER TO PREPARED FOR : 6' BELONG GRADE FOR HON PORT 8" H-20 S' W-3r W CorQr 4 - 500 GALLON PRECAST CONCRETE CHAMBERS 3.6' --� 20" DIA I-- Andrew P. Nelson M.D. 2r PFASTW °R o o ® I ® ® 0 ® ® ® 2 Jade Stre t cEDTExnI H: FA�i1C .8' 12'•, . : : CO 0 <<: °• ® ® ® ® ® ® e �,. . , . 3.s' 3" ® A M Franklin, MA 02038 EFFECTIVE DEPTH ; DOUBLE 24" • t { 0 .. ' = r NMSHHm STOW 4' 4' ® ® ® ® ® ® ® N 3.6' 4.0' 3.6' P ICAST CON SM LEACHM CHA1 DETAL PLAN OF CQNQB TE LEACF M WEB NO SCALE NO SCALE t BOLE LOAB P-�18 DATE OMI/14 MCHING AREA REQUIREMENTS � BARNSTABLE -- SOIL EVALUATOR: , ,_ BOARD OF HEALTH AGENT: N171ROGEN LOADING U1611TAPION LONE OF CONTRIBUTION TO AN ES►U RY 440 GAL PER DAY PER 40,000 SF - STEVE MATSON, P.E. • LOT AREA = 49,680 SF DONALD DESMARAIS, R.S. 49,680/40000 X 440 = 497 GPD TEST PIT 1 ' ' ` TEST PIT 2 TEST PIT 3 TEST PIT 4 RESIDENTIAL: 4 BEDROOMS 497 GP0/110 GPD PER BR = 4 BR 00 G.S.E. = 37.0f on G.S.E. = 37.9E " G.S.E. = 38.8E " G.S.E. = 40.0f x 110 GPD TOTAL DESIGN FLOW = 440 GPD '0' '0" "0" poll GARBAGE GRINDER (NOT INCLUDED) = N/A 3" 3" 3" 3' .� A ; 5Y 5/1 ; LOAMY SAND A. 5Y 5/1 ; LOAMY SAND A; 5Y 5/1 ; LOAMY SAND A; 5Y 5/1 ; LOAMY SAND PERC RATE _ <5 MIN. / INCH (CLASS 1) p LIAR = 0.74 GPD/S.F. 10" 10" 10" 10" AN. LEACHING AREA OF S.A.S_ REQUIRED: B, I OYR 6/8 ; LOAMY SAND B. 1 OYR 6/8 ; LOAMY ;SAND B, I OYR 6/8 ; LOAMY SAND B; I OYR 6/8 ; LOAMY SAND 0 440 GPD/ 0.74 GPD/S.F. _ 595 S.F. MIN. Z 96" PERC O 72" 24" 43" 42" PROPOSED SnTEM: 4-500 GALLON PRECAST CONCRETE CHAMBERS WITH 4' STONE ON ALL SIDES U) 16- SIDEWALL AREA: (12' + 40')x x2 C ; IOYR 7/3 ; MED. COURSE C ; IOYR 7/3 ; MED. (COURSE C ; 1OYR 7/3 ; MED. COURSE C 1 � ; IOYR 7/3 ; MED. COURSE H- 2' = 208 S.F. 1 1 F. BOTTOM AREA: (12' x 40') = 480 S.F 144* SAND SAND SAND SAND 70" PERC O 38" 79" 72" 0 � p TOTAL EFFECTIVE LEACHING AREA: 688 S.F. uj SYSTEM DESIGN CAPACITY = 688 SF x 0.74 GPD/SF = 509 GPD 2; 10YR 8/3 ; MED. COURSE t 2; 1 OYR 8/3 ; MED. COURSE 2; I OYR 8/3 ; MED. COURSE to o co s� ca SEPTIC TANK SIZING: FIRST COMPARTMENT= 440 GPD x 200A = 880 GAL SAMVD SAND SAND 144" 144" 144" n. V- USE 1500 GALLON TANK MIN. z 0 DESIGN SCHEDULE ELEVATION NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED a FINISH FLOOR 43.70 EL 25.0 (EL 25.9) (EL 26.8) (EL 28.0) cc SEWER INVERT AT HOUSE 38.65 w SEWER INVERT INTO SEPTIC TANK 38.45 I CERTIFY THAT IN JULY 10, 2007, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION SEWER INVERT OUT OF SEP71C TANK APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE w SEWER INVEff INTO DISTREUTION BOX 7.6 ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE SEWER INVERT OUT OF DISTRIBUTION BOX 37.65 AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. Q SEWER INVERT INTO SAS 37.25 0 TOP OF CHAMBER 38•0 BOTTOM OF SAS. 35•25 SIGNATURE DATE I 0° NO GROUNDWATER OBSERVED TO ELEVATION 25.0 z SHEET TITLE Septic System Plan Detail Sheet SHEET NO a D A T E : 09/05/14 20 0 20 40 SCALE IN FEET SCALE : 1"= 20' DRAWN/DESIGN BY: MTM CHECKED BY: AWE JOB NO: 2014-062 C A D D FILE: 2014-062SP.dwg