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HomeMy WebLinkAbout0110 VINEYARD ROAD - Health 110 Vineyard Road Cotuit A = 016 020 �� BOARD OF HEALTH TOWN OF BARNSTABLE ZippCicat ion,for;Well Congtruct ion Permit Application is hereby mad f� a p it tp Construct (V/ , Alter ( ), or R air ( )an individual Well at: Location.— Address Assessors Map and Parcel Owner Address tieLl cJe����/l -....... ----.-......... -........... --- -----— ---------------- Installer — Driller _— Address Type of Building c Dwelling—1�� i � Other - Type of Building-=___—__—______ No. of Persons------.-------_ Type of Well Purpose of Well --- Agreement: The undersigned agrees to install the aforedescribed 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 - ------- -- -�---- d e Application Approved By. C��a _ ate Application Disapproved for the following reasons:— - —. __.__------ ------------ ---date --- Permit No.-_t�t� _ —._—_— Issued-------- ----_ -__----____.-- — date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CE TIFY, That a Indivi ual Well Constructed (Altered ( ), or RepairedDA by ( ) ------------ aller has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. _____—_____—___Dated--.---------_-- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- --— - - - Inspector--------- - -_- -------- a t No.-------- ---- Fee----- - t BOARD OF HEALTH TOWN, OF BARNSTABLE 4 010plication-forWell Contruction ermit Application is hereby made for a pe it tp Construct W), Alter ( ), or R air ( )an individual Well at: , Location — Addresses Assessors Map and Parcel Owner _ Address T--- Installer Driller—� Address Type of Building r Dwelling - Other - Type of Building-=--_—__—_____ No. of Perso n-s----—------_ CTYPe of Well Ca acitY-- —-- - Purpose of Well____- C� �f�U! —_ —_—. Agreement: The undersigned agrees to install the aforedescribed 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. ` ifs t i Signed � —--- _ -2/7 Application Approved By / ate _ Application Disapproved for the following reasons: — -— --------- ----------------- —_ - date Permit No. 8l D t,d_� ----- Issued---=- -— date i BOARD OF HEALTH TOWN OF BARNSTABLE C ertif sate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ({/)'Altered ( ), or Repaired ( ) w Installer ------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ---------------Dated—_------------ j THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector - - ---- = ------------------- --- - ------------- - - ---- - - ----------------�--- BOARD OF HEALTH TOWN OF BARNSTABLE Well Con5tructionPermit No. — Fee - l�f� �1rU ��;v Permission is hereby granted to Construct VI-, Alter or Repair ( ) an Individual Well at: v - -- - ------------------- Street as shown on the application for a Well Construction Permit I No. Dated--- - --� --_-- - _--------------------- -- - =C _ - - c = ay . .._ _. Board �Health DATE����_— No. V .® U Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:, PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, Yes V . 'C\ MASSACHUSETTS 2pplitation for Disposal *pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(-)"Abandon( ) ®'Complete System ❑Individual Components, Location Address or Lot No. 110 t!wr,d�4o,1d\ Owner's Name,Address and T@ 1.N . �! 564hT. eGnnor,5r. r.�"S SLho41c Qonnu� Assessor's Map/Parcel (?Ile-aza V '` V,ozc.i�- Installer's.Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ha�a-t t,s t rr sb 8 5.j(\ Type of Building: Dwelling No.of Bedrooms Lot Size ZdkQLcn� sq:-* Garbage Grinder 06) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (QftO gpd Design flow provided 686 gpd r Plan Date wry l,. Zpt p Number of(+sheets � Revision Date (Q�� d �- jU a� d' Title S l71on ?6Vne. ra��trwzh� Size of Septic Tank ( Type of S.A.S. (p—xV bruer� (616z, i h (Z x§5` Description.of Soil IZ,�� 04, FILo-OP�61bU1C5 -��� Noldl04 ��2 f Qhir+'y Spr�J� Nature of Repairs or Alterations(Answer when applicable) 4 Date last inspected: , ` e Agreement: The undersigned agrees to ensure the construction and maintenance of the afore`described on-site sewage disposal system j. accordance with the provisions of Title 5 of the Environmental Code d not to place the system in operation until a Certificate of :7 Compliance has been issued b this Board ealth. i ed 6 ct Date ad Application Approved by O Date Application Disapproved by Date for the following reasons Permit No. Date Issued l � .. No. / t`' Fee r THE COMMORWJ1"�4" ,H OF MASSACHUSETTS Entered in computer: 1 ,..._ YesV PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zipplication for,,VsposaY psteni Construction permit Application fora Permit to Construct( ) Repair( A) Upgrade(- ''Abandon( ) �omplete System ❑Individual Components Location Address or Lot No. 110 V}'1 -k IQo�� Owner's Name,ATddress and Tel.No. Cove , y�. So�T. CCgqonnor'.Jr. �J�S�A S_V,01kc q nnu- Assessor's Map/Parcel OI.-o-Lo Cap a}`o26'S Installer_'s Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. -95 4,A r A- o 2r.5,�- 5V-3-4 7- 3-33`V Type of Building: Dwelling No.of Bedrooms (P Lot Size ZA,,f C—. sq-ft. Garbage Grinder(u�) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow(min.required) IeO gpd Design flow provided (,8(. gpd Plan Date 3,1(\2 k, (01 0 Number of sheets k Revision Date (o l% Title 5k ��cr\ V(roev5 rX ra.xvne Size of Septic Tank ('�QD Type of S.A.S. (o-S(V 6-tiW r% `i Description of Soil'�K 17_r.j U'� I it l_1 p?�6AyUlt) -�$` N CAlt (L tvj(Qj l.o&(,Y SNA)S) i_,A ycgl I0y(.5I(0 ��coA tZSC sib 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 pnd not to place the system in operation until a Certificate of Compliance has been issued b this Board o-rHealth. 1 igr►ed l� Q Date ®v. Application Approved by 11 f / O i Date Application Disapproved by / - Date for the following reasons Permit No. C7_ Date Issued . THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ., Certificate of Compliance f THIS IS TO CERTIFY,that the On-site,Se_wage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by i�ti.�\ �t�V1.%, at 1(� Ulti`lEy/� '(�thc� 1 (Gtvri' has been constEucted in ac or. ce with the provisions of 5 and the for Disposal System Construction Permit No a ed ✓ Installer lr`—UCC �itle CCU lF.S c? Designer #bedrooms Approved design flow In to _ gpd The issuance of this permit shall not be construed as a guarantee that the system will fu t bvaf � designed. Date 3 Inspector 1�v -✓✓V Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION r BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade Abandon( ) System located at i(0 Um,, .K C-, p� 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 per/mi. Date Approved by uv ' 6c 1 Town of Barnstable �o0HE Tgtt Regulatory Services Thomas F. Geiler, Director * BAF MASS.LE, • Public Health Division y MASS. i679• HIED PM'� Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: Sewage Permit# (u Assessor's Map/Parcel Opp_C�Zd Installer& Designer Certification Form Designer: ` �, Installer: <� r "a y Address: Address: 9-7 .fit �s���� � �1;1�- '°5�--�,�\fie ,►�1� � �S`� On L was issued a permit to install a (date) (installer) septic system at �A(\",VA �o�c� based on a design drawn by (address) Sv��lv ✓� �' (Yyegs dated 9 0 Z (des gner) / I certify that the septic system referenced above was installed substantially g accordin to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils .were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. St ripout (if required,) as i ected and the soils were found satisfactory. urMgss9� U t cn ( staller) Signature) ° 'If 68 �F6/STEF�� F``Q FSS/OVAL (Desi er's e) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office forms\designercertification form.doc Town of Barnstable/ r# a•� Department of Regulatory Services P 'Public Health Division Date 1639. 200 Main Street,Hyannis MA 02601 - Mb� ` l� Time /D - fee.Pd. ; UG Date Sche �duled l� � Soil Suitability Assessment for Sewage isposal Performed.By: 3Ut-1_',V A iU, Zsa C-. )p_)ZL:?i,j r, C. Witnessed By: �"�� .. LOCATION&GENERAL INFORMATION Location Address 1 0 1 ���( Owner's Name J o1 pa 5�y y i•t n l Address , A. �D oK 191 G Cc� T; Assessor's Map/Parcel:'OI G/0 rac ) Engineer's Name 3�j L Ll vii",sc r µGA ,NEV CONSTRUCTION REPAIR Telephone# ` 3�3.-AZb 'S3A4 Land Use 14 CS 1 a raft t 1 A i_ Slopes(%)p '` �i Surface Stones �A O-_-�k G J Distances from: Open Water Body fZ( It Possible Wet Area L (�C7 ft Drinking Water Well f� ft Drainage Way. G.� �°.. ft Property Line 1�� • ft Other y��` 07.7-111 e,LC a ft SKETCH:(Street name,dimensions of lot,exact locations of test holes dt'perc tests,locate wetlands in.proximity to holes) Q 17S,�u „ L � g4I1 e '3`7 a t Parent material(geologic) IJ i \A-1461-1�,u Depth to Bedrock '210C> i�l i�i S Depth to Groundwater: Standing Water in Hole. < Weeping from Pit Face Estimated Seasonal High Groundwater l_•i DETE TION FOR SEASONAL HIGH WATE&TABLE Method Used:o�1U OF D A.zNs c •C� Civ cv �20 "Ag S Depth Observed standing in obs.hole: MQ t6 b in. Depth to soil mottles: ✓�6 in. Depth to weeping from side of obs.hole: fU>i U C in. -.Groundwater Adjustment ft)G It Index Well# Reading Date: Index Well'level ` Adj.factor Adj.Groundwater Level PERCOLATION.'TEST. Date MAEtl Time ►per"^ _ Observation Hole# Time at 9" Depth of Perc Time at 6" 25 GRLL(7f�15 0 1twt 555-1-G Start Pre-soak Time Q Time(9"6") j End Pre-soak i SS itl,'cr.,\ Z,INA 1-t.A'P&Z- Rate Min./Inch i { Site Suitability Assessment: Site Passed,_ Siff Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be,Completed on-Back --------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC L . ; DEEP OBSERVATION HOLE:LOG, Hole# (_ Depth from Soil Horizon Soil Texture Soil Color Soil Other ` Suiface(mi.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.' Consistency_%Gravel); C—L a FILL• .E1 r pp (P 56— 62. C `�wvfl C,.,,kn Lo�(� 7/4 L u- DEEP OBSERVATION HOLE LOG Hole#: 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other j Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) V1 -TEL-W 2 C. L. 27 jDEEP OBSERVATION BOLE LOG Hole* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) •(USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color, ---Soil Other Surface(in.) (USDA) (Munsell) i Mottling (Structure,Stones,Boulders. i Consistency.%Gravel) 1 Flood Insurance Rate May : Above 500 year flood boundary No_ Yes K Within 500 year boundary No P� Yes Within 100 year flood boundary No_J& Yes Death of Naturally Occurrin>i 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? 1 YQ s If not,what is the depth of naturally occurring p i rvious material? I. . Certification I certify that on P21►. (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 ri nce described in 310 CMR 15.017. the re g,ex e ' e e e P Signature Date jZD\0 S5Co 17 Q:\SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE LOCATION //O lVi/ r/'ea SEWAGE# 620(0'" /8,;Z VILLAGE Cc t li. I ASSESSOR'S MAP&PARCEL 0/9 oa0 INSTALLER'S NAME&PHONE NO.Y /%cal/s%' - 4ge-ssa9 SEPTIC TANK CAPACITY cj 1 ri`r,,O LEACHING FACILITY:(type) 5006AI Ci►4"L2s C6 (size) /o? X15s NO.OF BEDROOMS p OWNER �o�ti Coh�br �1Jz. PERMIT DATE: COMPLIANCE DATE: 3 �� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ® 1d SCC4;d o 3O' —2 _ 'Y 341' -.3 a a TOWnN/OF BARNSTABLE L a.- N 110 lc SEWAGE # �,�L=ft'�'r �" � Y ASSESSOR'S MAP & LOT �1 — 0,20 INSTALLER'S NAME&PHONE NO. ' hQec—J,1 SEPTIC TANK CAPACITY 16'6 0 d ld�l LEACHING FACILITY: (type) 5-Od,S OL (size) 1d d a b NO.OF BEDROOMS 3 BUILDER OR OWNER S-oL . Co PERMITDATE: 0 COM�PLIAN�CEATE: 6 �S 0L Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist 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"Ieltrd 3 1`6 '� , o � { cl 3 n Fef Pt THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �✓ Y�s � PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for Digaal *p5tem Congtructfon Permit Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1 10 V I N L YA R D rLoA D Owner's Name,Address and Tel.No. co7"u,t, /YJASS �ToklvdMARy cvwkiorL Assessor's Map/Parcel _ 4 q Pros Pe.c'T N t L t- AVt - In /G Z,0 20 SU 1,A IVI 1-r ►.1.'S. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.So G>-q 29-33 4 4 SULL►VgN �NGIN�ERiN� 11JG. f�p� '7 PARKeR MoAD . ©SAY;RV I LLB /J),qS_ Type of Building: Dwelling No.of Bedrooms Lot Size 2.O A c t 9q-4- Garbage Grinder QVo Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures NO K l t C N&1V Design Flow 'S 3 O gallons per day. Calculated daily flow I gallons. Plan Date MArc N G, 2 Do 2 Number of sheets 1 Revision Date d 1 D Title ProPvsCD SEPTIC SYS_hF M Size of Septic Tank 1 00 �.rALLO/VS Type of S.A.S.-12'X 2.S(L6ACM.chjoAi fat.rL it of Description of Soil `� —a O PiN6A/L'GDLrs/�c��9yEs ; o^ I s E j3gz w Co/orsc s,omn i o Y2 SV3 ; 10 9 B i YEL't.sN 1312 L., C&ArS6 S,01V0 I vY2 ile i 9�=3y �0 R3 k 8 R"11 S H Y�L �orars� Sr9/IiD /o Y R �/G ; 6v'=12 2' C t-rt• YrL'1SN BrN Co�/sEsA�� I a Y2 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 Certifi- cate of Compliance has been issued this Bo of Hea Signed Date Application Approved Date Application Disapproved for the following reasons Permit No. Date Issued !�' Fep THE dOMMONWEALTH OF MASSACHUSETTS Entered in computer: �� PUBLIC-HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Yes 01ppftcattou for 33t5pogal *p5tem Contructton Vermtt r Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) El Complete System D Individual Components Location Address or Lot No. 1 O V I N t=YA RQ. 1ZoA P Owner's Name,Address and Tel.No. CG�'41t jY1Ass" 1'okiv &m tty ccoNwor2L Assessor's Map/Parcel L1 q Pro s Pa ert N 1 "" /e, 60 20 SU M Ivi I- W.;r- Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 50 Si-y 2-9- 3 3 4'-1 SULLkV,bN 1rhGINa61Z%NG INC. { 7 PARKER R .oAu . 1•�<.e. W��5 �1JF�` o *�RV I L_t_� i/SASS Type of Building: -- r' Dwelling No. of Bedrooms 3 Lot Size 2.U A e Y sq-€>•- Garbage Grinder(WCY Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures N 0 K 1"1'C 14 e 1y Design Flow 3 3 0 gallons per day. Calculated daily flow 3 3 1 _1 gallons. Plan Date M s3 G N 6, Zoo 2 Number of sheets I Revision Date O S (11 O,Z Title CifOPCISGO SEPTIC SYSTEM f ~ Size of Septic Tank 1500 trALL01VS Type of S.A.S. 1 Z'X zs�LEACN.ChpM 13L 2 ,I it Description of Soil L1 -0 ; O d- 10 : E 132 W coArsc- S Oro 10 Y 12 la',- 1 q" B, YrL.'rsN ERI.r C oac S.4/VD /aY2 • h i l q'=Sy a B, SRw'ISH Y6! Co/arst 5RA10 /o Y2 G/� 6y��i a 2' C L-7. YEL'ISN BrN Co415*ss01VP 10 YR_ 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 plaqa the system in operation until a Certifi- cate of Compliance has been issued b this Bog of Hea . Signed Date Application Approved b Date e .6 Application Disapproved for the following reasons Permit No. VO-g_5 SF- 41" fff Date Issued ~- ' e " THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certtftcate of Comphance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( x)Repaired( )Upgraded( ) Abandoned( )by 7 at I 1 b VI NE yArD RD. Caf4li7 184-Ss • has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No OV;2r dated 7.5 Z5 Installer DesignerSuLLrvoll ENyl/YEG-2 IwL The issuance of this Mot shall not be construed as a guarantee that the syst - will fu ct n as de•g ed. Date 2 Inspector �vL� ./ - No. Gl '�i�l iO "�� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mt5po5ar *pgtem Cou5tructton Vermtt Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at i 1 0 yi NL= YArD aD> C/i7 MASS 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 ermit. Date:may/ ll Approved by zf TOWN OF BARNSTABLE Cc_ LOCATION /1 O SEWAGE VILLAGE Co% . i ASSESSOR'S MAP & LOT f)!k — 0.20 INSTALLER'S NAME&PHONE NO. MQ.ecA(,. SEPTIC TANK CAPACITY l U!gd/li LEACHING FACILITY: (type) 0J (size) l� d cis Y NO.OF BEDROOMS 3 BUILDER OR OWNER Cc)�,. ---- Z PERMTTDATE: 0 COMPLIANCE DATE: 6 a.S U 2 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist 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 4 G l 31 6 a g - tk y s AaX zror GA/ IF a P i I$vAw.lb.s - - s - am a �P P✓ M tVi SIIN A!MWM a O BAfN.x/ z aa�s T J9NMFEM T i m rr-v�s[� datr. e 4 Notes ,�, k �tsf ce, AMWEE U- P-0•AT^-��� f c�ers /�arney, Inc, �/e CONNOpd 1 2 ,y(arcy,6GadcerotLrLrrx�rrvs,•d.2pafredv g95NestBarerfaS'e,P®!,BaratsE.MA 07655 L6D —rLAN VI�W OAJE.• 41/09/07 . pddrlcd,n aide ten ,w.�'/n.E tir egresr uns5+en F��d.7aps8M�fc GOFQEKML.• OZi9NP/BY CA{4�i1tsAFP.�NLf .�V x; SiiLf.• //4"'/'-O" S�f � O OBk�awcanou+� W O ® pp BEGkQ7M z3 � C L7 O BV�M z2 no• I a � s i reV/51M dote Noes,' emsa �Etnw+ME• Mmw nuaM ��.�. a� Rogers /Vlarhey, Inc, CONNO�dACN�i A 3 P Rbkd,J lv&v e pat,wMnt dr a¢resf hntfm 445 West Bam�f Rasp(Bmss/aG'e,/.19 07655 Off; 09/09/O2 psmGsnrw w+s8M do p. XliLf.• //1" /'-O" GY7RLL�tUl.Lr �iNNBY GAY,�iICEA�/ ff✓ 4 IT6' FT 41' 14'-O' ' 12143(4" ` U ,4 C t� _ p�t� 4-0 v-a .<�.T' O -0' S'-0I/4' b'4 4'-0' 5'-6 V3' _--------IT-111/J" 5'b' ROB T - �a3 r - ----------- ------------------------T c 8 DES IER �� 1 E 2 r-s 914• T-s B14• ] 6 O N 770 j t x4 j EDSES 6'SLAB W NNMG� -1 -� C STONE A 6•cTaF,lEv �; , T srorE BASE TOP 23'-W(0,0 ------------------------------------------ TOP OP FOAmATN2N EEY.s4•-0•mai m m H a ] - ------ - ----- ,, 4 , , v i• --- ---- - - - - -- - - __=_ =-_ ----- - --- --- - - , , , , ------------------ - --- - - ------- -- -- - - --- m 117LL'ET + l0 3 BE, \I - ----- ------'�— I I As r--- - - ----------a` y s wmeReo m I m B•VIA.n®B ON W-m 9/4' 19-0 VT _ 14'-10 3/4• 4 V�' 24'PIA,BI6FCOf FODTINfi y�97i a FT , , V ,-. ___ ___ CROP TOP CF YWJ.T9/pp TOP OF FQ IIDATION U }, SET BEIOYI I b i F♦ (AT S•it®1 PORCH ONLT'1: T.gEV.23'4(9.d) „ w r WJIIIU®/IAIER NJ.L SILL AT , i ]K%4 P�LL AT VA PV ANCHOR, b)2a P.T.SILL a LPPER HALL - _�___� 1 P.T.1X451 , �i W ANGIOR BOLTS FALL DBT. W A1G110R 3 , i R�_ ___i EXCAVATE IB'O STORE 6RAVE� I E BOLTS a 4-O'OL.WR 1 12' PALM LOANBPS TtPICAL 1 ADD CR119/®STONE e 9-0'OL.WN.112' Ty '�yyya _-( PROM GORE�TT7iLN. T I� WN�00.15 FH291LL _ , I _ � MIL W BOLTS FHt SRL i i u , V (SEE VET.VAV ' ' ? I - 7 ' m m Y Itll 1 ,§ .x k DA5EMENT .R `--------- -------------- _" ..,, , , , , , 6 SLAB w•3A PIT: BEAM POCKET �— --------------------- (SET - V C CELLAR g ' i 10"ON CONCRETE OFALLNCR v U PROVIDE 4'IBIL 9V9 i i AS fS1MRED 4.. Wypl " ' ON 34'X V•CON:(ZPIE BE DRAIN OR SUNP V. N LTR - IJ I P i FOOTRffiWKET (IBf6m18W9EV.PIT TO ' _ ' ' ____ _________________________________ 13Q 4'6 V7X4'-IO V1 ' ' , .:'. p - LWIJP TOP OF W4110 9R'. } 9 FEBAR 9 IB'OL.— r ___ _ �WRED vY 4 1d 2X4 P.T.SILL AT INUGIti 'FI 1-�- P.T.2XB/Ul1 a SLAB wWNErTION 1 5 KALL(SM VET.VA-V W i FRAMING - FAIR T 1 Glf OPBIPIS IN i BOLTS a S'-0.OL.MIN.1 IY AS FO:(i11R® .� F FOR ACCESEX S ' BOLTS SER SILL. I I I RCORNER TYPICAL ___ _____ __________________________ ___ --------------------- FROM __ J - I1 �, I BEAM` I F M -4�9"__:� �$V3' T'-'I AS REWIRED __f• "« PT 2X45 ON THE RAT . ' i I /110X14 STEEL BEAM _ ___ ______ i = - \� GRILL e4 REAR 4'RTO EX LONG. i a l 3 WALL/FO07MFi s m'OL.V6fi. _ __________ _ __ _ .I • ISELI.FEW�OXY 6ROVT;REBAR r (ET BE SASH ' tr - _ � � _ _ __ _ .___ AALL 4 FTO PRO WrIONEiMR `• . ELEVATOR i 'OM T------- BTNI MI OF F TO N. , ______ BOTTOM OF FOOTRYa VOORAHV REPLACE iH i I FI . , m i s , •._: I ---' - --- --= 4 .El of POVL2nnON I , _____________________________________________ 1 c ao , B ------------------- ------ - -------\. I , �g i ELEVATOR OF VOLFFOST L o 6RAM NB xy _ ' $$ c�•a 'i--. EtEV 2WW .. ELEVATOR R To GONVlALTOR TO LOORD. - 3• < � • S c"pBDal i rP6fw cTro s1ON 4•aW s ELF FOR m o 's a mn CONC.TLEES STONE VENEER � �e`��� � a•�_ ON24'B16PCOT FT65. STEEL coLeMON Sue ___--- i 12 •`. 'e (NOFoarw --, m NDEFT6 0'C 4'A' 9'-0• 4'4' 4'�• 4'5 9/4' 1p'FLJ9T MALL CN �p`�ueo•Es_�$c i (TOP CP/V'LL•6RWDE) 20'-0' 5'4" B'-0' IT•t• 6•b• Iq••p- 0'-4 9/4•y- i �_______ ___________________ STRllLTLW.AL FOUNDATION NOTES PONOAl10N 6Er8RK N016� �,,,_„-� e .. -. .. ,. -COItELTICF OF flLL I®O B T W _________ _________________________________ - .:' \I - ----- --------------4 -W 1ICK O 24/J2're N31NI To� -SILLS C4(]�2X6 S TREATED)(2)W O.G.M ) �anSS�R]'"'�XV T 11 T/B•As]0 (Qj N J vuvAla2® '� } FO rI °NKEEY,•PROVG0N1DE]R"RCM E 5vro�u FRdN �°s 3BooL°s`s wi�ETrASEO`eo"w 6 H�� BLOCK Ne BErn® fd ' 2 K!a' P�•1R a TQ't BOROM OF MALL,YIALL PLAT®Alm BE FA9l@EO W 9X9'PUTS YLA9IER� -Im POOT616 TO BE PIAC,ED M ry t l NEI6NT TO BE APPROX.T-B'•/-(REFER TO 'HELM SMALL BE A MRL OF 2 BOLTS PER SILL: INTER OR FROZEN SOIL FLOOR.mN515 C Q (� x-1 SELTm16 FOR/45LL lEI6NT5) K 5IER TO SIT ON I:PPLR SILL. 4'T16 PLYPmOD ON r - -C.ONORM STRENSTH MIN PC a 9000 PSI II TIB"A.PLYr BOOR MAINTAIN 4'-0'F911 AT 20 DAYS _DEiTS a 16.0 F L Q,. FRS ro -CON-.BETE FR05T T4AIL9 TO BE la THICK -BAR WE 51AB5 TO BE 4'CONCRETE R-11.5 I1&10r.1ON (ro� BortoM° F'donN. - RSO+LINS BEAMS TO BE ASTM M5, N O ON 24•XD'9Ra�NO TEP)LONNNXX 9 59Do Pw ON a rELLesRnDm GRAVEL L U COIIG.FOOTN6 W KEY/IEIEdfT O=/NLL COW TO 4M MAXORY D@BDY;SUB 60,DUCIR EO BARS 24'AmE X D'TIRLK TClIMERF' ON.RAV7EpLBOOITmT1TT1 K 4'-0' TO BE SLOPED APPROX.S'OCMi TO TOP OF F ATION YLAU_e LI REIIFORL®COIK.. t. (3119 REBAft AT TOP OtLLY. OM Of Foarm) OVERHEAD oOc25 -CIFNt COJEt FOR REI TB BE 3' EtEV.9'-0'(� T FOOTTllbs ro BO�Tors of Fdorllw9 cAs AeaNST )I N (� i BASEMENT SLABS TO BE 4'CONCRETE =SE IES) TO BE NID EI 1/4' FALLS.Ald1 3'Al 5g7E5 OF FMTRK6 0R CC� ' DROP TOP OF (9000 P51)W T11'6R 6X6 Yil, P 14 IVRE (3C17 �')RD'`3'-0 SNe'%I''-T V4' WAIL'S. - L`C L iv , , -- �I WALL AT DOOR ' ' MESH L416 W L VAPOR BARRIER -STONE PORLN FLOORS TO BIALT ON 6'LONL.SUB W 6 X 6 _9EB 9TRVO'MRAL 6E182AL N01E5 II / i , OVER VC LERACEV 6RAV� 121 X 2J 6ALISO TWIN.SET IN CENTER OF SLAB OR B•Comr. AM TYPICAL DETAILS FOR OTHER GRAVE II' C 0 A _ 1 COMPACTED TO 45%MAX DRY VEiHITY 6RAVB.,EDGE 18 0 . TO BE RMED 70 Fg5E Fq.TmATIVN REOARENENS -- II' I I 2X4 P.T.SILL W Q LL (9)2X6 P.T.SILL rV- �- WI,ANOIIOR BOLTS IS. sre•AIYICR Sous - I -- - -IN F9�, I, xnR�AL -3.0•oz.nwj W e3 REH.AR•IB'OL N, a 2'O'0.((,/WN/12•FROM � N S LORIERS(TYnLn1 a 6ARP6�l: .Yt :., V2'TO V AIR SPACE 4 WN(2)BOLTS PER SILL PI LOLVI4N�PCjST FoOTTNa 9�• n 11• �T FF¢�M W�T� x-, MARK DIMEELSION9 - REINFORGIN6 REMARKS SMUK� 6 II 10• FI 3'-0'X 3'-0'KI]'TNK W BARS.IV 0,0 WALLFO 4KEY NC. BIOT EA.MAY Toco LES.MAX — .4 BARS To .12'B.L. 15.500 L55.MAX g � o�E F2 9'-b'X9'-6'XI2'iTK BOT EA WAY yg job IIO.: 1017 DRY mHSrr,'TO MAX � 28 c 2010 NEAT _ _ ' 6 stele AS NO>m —CROP rOP of vouL TB BOT.aF TOP O'FOmNs. -(ice TOP OP FCTR DAVON6EV,13'-4'(E33') ctmwn %AB(taJC.FROST YNLL BELOYI) - .. KMW C AQQO/.� rev. -------------- 1 --- ------ I1 F O U N D A T 1 O N' F L A N MONO K1�E ° a' FEW. BOTTOM OP FQJTRB. � �;2•T' 4'-6^ r 4'-v' 2t3' � SCALE: I/4' 1`-O' xa 6 -I • • 0 • • +4AVW-+- p FOUNDATION DETAIL(TYPJ _ v x-1 25 0 ISSUED FOR PERMIT Bee I Of I I • HYb' _ IIIA 11 y W'RO.FID T a 8419/4' `L'b i/4' '�/ 8'-0' 16'b' fA• lJ.lR��BY Flb�� Nf'b` B'd '4 II'b l/Y I'b��:* 5'b' �. 640 5/4' 2'-0- 0'9 V4' 6'i V4' 2'd a p r - vg VT . +P• p ------------ ' -------------- - m IPE rAZKllli a 5 55//4 X 6.5 9/4 FIRS/V FLtW HPRE-ff AB. ON F.T.OEGYJN6 +P r. (6R UES,12/1) (Crczb BY rww!GOIIIfIR1' ON .T.FRAME Mrl LIVING ,� F14:�5! SGRE N PORCH TIP -Tom SCREEN cAb SITTING § R Rio,2�yra%Sal B/4 PANELS V w y .�cvN-am _ (bRlu,s.4/U scram+ a . Ro:3s10 a/4Xw 5/a DINING I I. I STUDY a 6wLrs 12/1) C 90 roOR 0 •--------------- ----- --- ' - -6 —E%LSTLOTL'S TO BE x u ll' V2' S V2' 6'a' V2' rT 1/2- -4 51al. 2•Y wA V2' 0'b' S to b' IW 1'11/4. ____ II ____—, RI n..P,,v_ O N � TO FmK Esau rawL I Fat a (rocxET) PDR.RM. ir + 9 Fit u kP H b ELEVATOR MRVATOR BY Y215TDM S (2194% (blAb) __ '.1ys-ax 1fd.AiiJ' _ _ Y-H x B-o '.re Fwsr. b eC --. r4x�fRAcrat TD cooRO. q PVMM FOR INSTALUnCN MDI®LE POCATT) ' b DOOR lG SHOYW ••: '� . ewoB.e�BSTacraln a NORT - LERY g 2s� OO KITCHEN Y _ % ENTRY HALL $ `SOUTH GALLERY $ m Y) O'w b'4 S41 tl1 q �1' 4 � �• - e1 fi p J.. T T _ 9EVAT01 a n - .. ABOVE f�1GAB. re $ FRONT PORCH 4 O qS RB'. _______--___ Dom_ fr BLIET ____ �1______i______ F�pR PROM APPROX W__'I O I S PER YAIWY a PAN Y ® ' " ' T fROH - ry - p S F B LAUNDRY x 4-5 s/a A-6 n PDR. a w•Re.ND rAFERty '�_ "'T �= - R�2d e Ygj' (bR112E5:b/U RM. 'CRAFTSMEN PM4A:.W y� x? a I E (Wq�IJRAMM BY.Falb m Jv y a4�_o-_e E e.0 I Y f[allt 7HroD RTOBE,PLR FI s'-II V2 ra' x POST ml A4 NO1Ea - ® t mom•E a g gv<.� P EH m > n +cur FEInNr) y�pn prg po }sj ,IX,41_�OBrnGSCI%b�� FIELDSTONE V8ffit ^Cjl P°L.IT.FRFtE �n�n�n ROSE VALLEY NO 0.0. 99 0 X Yb• W-6 V2'MUD HALL b Irz' Yb 1/7 sawrE vim,.st2 T B'-6 I/4' B'aI 5/4' 4'b' b'd 9'd 6'�41/4' T-2 B/4" 4'b' - Y ��Ey'&ems S!s .411 RD.2-10 X b-11 (f*%VAL EY 51 . SEAT/OIBBIES �y 5 H'-0• Y ITb 6•b• W-O' FWJMTOW Mzm DEMERAL FLAN NOTES V ,y / -----, BBB L�Yp BpAR q� - ++ P I" a+ ° ! —FIN1 hT cab.•MID FV ° g oD MaESs NOTED oBffRWrSFJ�• CuO N C rwU ' g Ap O MMAMSNNoi®�OTHERPME) � fl d RO61!£VALLEY BE M"(rYPrG�Dools TO B✓ N 0 RD, 2-b 1/2 X b-11 RD..24 5/4%44 5/4 -WPIDO/15 MID FRENOfi DOORS TO BE L a! 'FE- NTH PPAGT 15-RESISTANT OMffl L {A (GRILLES:b/U - ARGHMMT ++ " A GODS(REFER TO ELEVATONS FORS O O =' LL_ a_�+ GARAGE _ I:XT.PA/8 vOcaS BYI:orlE VALLEY _ U.T V- tr fiff'M TO ELEVATIONS FOR MHOOn R.O.NB6WS ABOVE 51AFLOCR ------Q ------- -------- ----- W.,f 5( y I A'l. `�\H OF QA CT 1Dc 110.: 1012 (6R ?4 9/4%4-9 9/4 I gpppp, I I qa,��Qccc I RO.:24 4%4.4 9/4 GVM l 1 dat 23 5�2o� • - (6RILLK.6/U I I 5 yF I (6R11S: /V I I g I •q� R BERT M -el AS NOTBO ZP 3 $ g D S SIER Vim. drown: KMVI/.ILvr - 0. - q Y F I R S T FL OOP— PLAN FIRST FLOOR(HABITABLE ARFN.2SI9 50.PT. UC TURAI n c SCALE: I/4" a 1'-0' NPIRASE=SOD 50.F.. A�ell rev.SCREEN PORCH.224 90.FR. �/ 2' V4' 9'a 12' 94 V2' 2'4 V4' * A- ^ „ NA L q_Z�--c e ffM FOR P&MIT sM 2 of [I CAPE •D ALARM : II 6 : 11 MA IJc#I drOMngs prepared by. . Melissa Lawson registered - amNtect . 401.475.2332 STAM? 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MEZ OF FAT/-/"", A--I —co Y, 2`5 V2' 5'-W� 6`2 V-1 Lal 44tr 5 V2* la-4 I/r *,V 7-0' a-T ---------- ------------------------ ---- ------------------ MUM;& %.j z------ 2-6XI-C, - 11-- '--4-0 SHM'VR —4�SHOYIER Ir I -------------------- 2 Op. f BATH 5 O BATH 2 Q H15 IDL W. Ea O (2)2-6XI-0 ASCOH-5983 2�7-0 114 BATH 4 j 5,/4,X 4-5 W� M.B H 6AL U3>1 I ------------ 62 V2' 'b 9'-0• y T'-0 U2' M1 '� R6,YA-5-/z-x zwNT- 40* -------- 'FLAT RCOr MIM 10TE: PORTM OF ------ --------- ---------------------- CLOSET 4 K6LL To ELEVATOR EE evLT LF L-TO HERS LEVEL Or&ALLERY ------ W-j (0.6roM&RUE?3/4 4 STORAGEi y^13 L-0 V.' X�W4 BATH 5 X:: CUT WTO ROOF FOR MWOM ACZESS� PRO41DE L&O COATEDA COPPER PAN FLASHM (212-6XI-O A v- H 41-2! 4'-2 S/4* /7 5`3(n, 6'-C 51-0" t 3S,-C` 4'-W ----------- MA 5 CU 0 RD,2A SO X W4 W fv ---------------- 0> a -§� CIO 0 o 41)— 0 1" 01 MA job no.- 1orz 0'F MA data 23 50-T 2010 NOTED ROBE 7 AS N drawn Kt.,/.LH S IER DE CD SEGONP F L 0 0 R P L A N SECOND FLOOR(HABITABLE AREA)•3ss3 50.FT. N 677Q rev. UCTURAI -------------------------------------------------------------------- 5CALr. 1/4' 1'-0' �dO ANIA L A- 3 q_t:T ISSUED FOR PEWT std 9 of n InvEKII K CAP, E LF CAL 8"AT N , (DTNASTT STTLE7 ROOFIN3 R.ANDMAFW ROOF 51NN&LE5 E F w Irrr°TACK MY nlr+TEW)w canr.wee SoN6. M.5NRKLF.5 w MAYM A-6 P CONNE S 6^ rw.E ./-) G H cA51rvrIIJ'OFVCOOR ��iLL W A-1 -1 - z t MAIN RAIZS, EC AM RAKE M&T-WO w R908 cove MdILO1NS ¢' ON IX ON Ix SLOMNS. 12 Q 5 PAIN-�IA wA1N9WM VWED6E I] ( E C.7 AND HALF RQOD ALIARI E EVIL iEOE IX MORDWS ON Ix RiPg ON Ix BLOGYJN6. m MAIN CORNICE 1...). 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BASEMENT ruLL ax 2a•x¢• Po°m+b � 9 PN SUB TO no.KALL GOIRC$�FCOfPG 4 _ N 03 REBAR a W OL. N KEY 9 /q Cq,BFK T5 9 UD6 V2XV4 LOIIaM10-LTE FOO 1FOIA0. BA50.gff SLABS TO BE 4° � LONG Ila O15babX12 GONG. Y.FHIE MK - WIYf�TE h]CVO LO PSV ON POOtBLS KEY 619L.VAPOR BARR@t 6'mu-GRADED G REL AV COMPACTED TO e%MAX. DRY DENSITY TOP DP FCOTBS .. .. TGF LF FOOTING .: •------- WS@'ENf SLABS TO BE 4•---- : CONCRETE WOO FSU ON ------ . 5 E G T 1 O N �� 66.rEUKL 6RAVIS. 5 E G T 1 O N GONPALTED TO g5%MAX. (2)lb'LVL MOM BEAM B VT X T PARAUM 8106E VENT CAP-- - .(Ll OF POST(BEYOND, `f� MaS/� LAN 1.0 BY ROOF 'V L�,b er,:s SNRbLEa SE %UWAM Y ROOF— C 5 zr 5/0,WrtFED CEItTANT BY S/6•GD%PLOL. O wa.CO i® ROBE T g€'� eve yo 2xws s W Oc. 6� ve•cox to,OL.w G �y 9 2"�'�'°` 1� DESR ERS T �-� 9 0 2X6s e 0.12 FITCH v No 6770 :4 :3 j_g _ wow2 cd .-£sue a a•T.6 PLYriooD (.�u�'r°D°R�coc T�wE a' .rt UCTURRcI YE ,a5�_`a e 6ALLERT 1U/22 GYP.BBppARD OP -,G.2 ON•IX9 SrFAFPINS a nl 4 �. ON•LY9 SiRMFAP IN6 ._ �A 2%10 Ub.JOISTS 2%IO Cib.JO5T5 RED°Fs:BBNI.nON - 11'0?$:R61LAnoN BA 4 BEDROOM 4$ t� v KKCC ALLERY BEDROOM 5 Y - - V V2'fD%R1T'CIOD cv N T/D•LYL 5RUBBER ON c: O Pb ryu L' 3/4'i16 PLYWOOD 5/4•T16 PLYKOOD 2XIOCG°lxb M II T/b'TJI II T/p TJI F�CGR a I6' i D ac JOST5 a y1�p� JOIST9 a 10 OL. r0 5 9�4 s FA.BaJ) .[� {.� ' GIELELWR e SECOND FLOOR.. R49 Pb... I I k� .INSULATbN a 9EC010 FLCOR —. R-BO F6.Ill ATIOJ N'Q V TOA 11LI I I 6 eK L.PI1'Ig N T 66AA11L1EEiittYY I Gyp W4.911N6LF5 I!1'6TP.BOAFD I%b EDGEt GTR _____%IfdiPYF�ZIE7E.fl2WSC = cn C UC9 9 N5 - 12'COX PLYKOOD BEADBOAdw 2xG9 a 16°OL. O�STO{5(,�� VO2N GYP ED L C R49 PB INSII YV ALIM. R-90 PL.INSILATI°N 0° E �>+% ORTH B H�,vIARWIK HALL SCREEN PO a714,NL �O,� U-ALLER B, H b _STUDY PiTTJ1wDDanmwx RON+11asE aaNaLEs 0*� O ( •TuFPOM IIOUFf B11E51pg FLOOR 7X65•NS'oL. VN SIDE VEl�R RlPb66UL. B.1.BTOEFLOCO 5LAB YOOD rV, �DD Sy�TOCCNppE�N`BC�yffi,gtBRPELS EDGEI g ro IL°CAL. (IBLII�FA91ETipDD LATNNi Sw`N.IE�`'3C`. 1 N NAUIYJ®EDGE S/4'TI6 �oL. 0°LR. SW aBAS SIIB F1pCR R4q P6.REILATION Pf 1B0 FRN+ 9.0 FLOOR T FlS lEIBBT F.R. . OP OP FOAM. TOP OP PORED .1 ..; TOP OF FOUND. rw.: 1012 PfgLL AIRCIILR T9 4'4 0L. 80810 AS NOTED OIO PT LRWIED STORE sx¢•GA1J1cR BA5EMENT BASEMENT " ON a•CONCRETE BASEMENT _ Q T +a•os. dam:CONCRETE 6 N KEY - 10•GOWETE R FWW ' TT55 V2�q�/2xV{ IO CONCRETE FDNa]. BASEMBRf SLABS TO BE 4' WALL ON 24'x¢' BA'SE]gNT SLABS TO W 4• ON a71C47xt1 GONG�L YNLL ON 24•x 12' CONCRETE(GOOD FW ON CONCRETE FOOTING �. . CONCRETE(3000 f'SU ON POOTINb CONCRETE FOOfINS 6 HD_VAPOR BAWdEfR OJ9R N KEY 6 ML.VAPOR BAWRIER O.Bt N KEY 6'P L�RAOED 6RAVF1 Tgy, ACTEDTC`GOFPALnL TO�%MNC ORV DENSIT, 95%HAx SUBS TO BE P . TOP OF POOTINS CC44CRET row PEW Ow DRY OHLSTTT' ._ 'TOP OP FOOfiN6 TOP OF FOOfiRb b BRER OVER I —. ... CO MPACTEDVBge%MAX ro .,'. A-7 ui '--------' ------' DRY DENNN 0 5 E G T 1 O N G 5 E G T 1 O N H 5 E C T I O N SCALE: 1/4' = I-0" - SCALE: 1/4' = I'-0" �� SCALE: 1/4° - I'-0' IMO RA TL1Y•111 S(i, -1 o II c • 6 N l0 9 by C7 M T 9K4 �� Pi]X IO Il3L'ER V y� o .� • -Jul _ O� z U W 11 T/B TJ111D SERIES PT 2 X 1 d 6 m'OG Vwxis Cm BETVW FARM M=4 • o . m m'OL 2 X 10 LED6Ht ' 11 l/H'T3 210 5ERW It VH'TJI MO SMES •16°OL. Q • � _ � � � OIL FL00R 326E DBL FLOUR JOISTS PUL RDOR JOISTS94-5 F yo AS H Ve'TJI 210 51311E >< I11 T/H'TJI 210 SERA _- 0*0 • OL. 9 R c @ O — FLIHI(IJ II TM'LK '� YtlOw9 STEEL EEM P TDD. 4X 4 Pr POS -_ I lm.LVL Mu 5Ky L JF A •a ,F V y c STRUCMtAL NO1B Z $n firs 9'MUPWIGM � ALL C4LNAb ARE 165 S 1/2'X 9 1/2'X u4• yfj.L�_'•_ y f S (��of�W5E� xY s� 9 E6 4 X 4 PT POST cr- o C 0 - V u i% OF Mq `t3,q Job no.: Io12 R M ZG date 23 sir 201 DES {ERS T «mie AS NOTED N 6770 y drawn: KMV//JLn + ucruRAI rev. FIRST FLOOR FRAMI N (5 PLAN �` AFC Ep���� rev. SCALE. 1/4' = 1-0 A-8 ISSUM MR PEBMIT ebt a of i i 0 cu 7%K1 0.O.JOISTS i Z b C7 9Z in (7)5 V7'LVL W W (7)5 .L \ `x �1 Txs ro 7wo c.-asT uwr,FJ (212910 p I ' 0 7x10 GLt5..101515 r^ Q1 ]zA FALSE R 4 TEFM 16.OL. 7XI0 LL6.JM15 _ W C£�. IDAD FFON iROE O Ib O.C.MPI � 7%10 LLB.J015T5 10 ab.JOISTS (ABOVE ' ' e 16.O.L. I6.OL. 7 Ib OL. — 2%10 LLb.JOIST5 b'OL. 3 I/7'X 5 VJ'%PARALLAM P5L 5 V7'%T'%PPRAL-Oal P1 �( , 3� _ 9 I/7•x r x PARNJ.AFI PY O a7 isu a u_ n c 9 1/2-X 3 V7'%PARAIJAM PSL 7100 G1.6.JOISTS ! m - f7J 2XIO Is JOIST 06HW K ' ---- --------- - - - ————— J 5K-I ( 9 •L 7%10 LL6.JOISTS /] 10 e6'OL. 7 17 7)ta Clb.JOISTS (11 VJ• YL STRIILTLRAL NOR3,_ --------------• -ALL DnBWR HALL PO5T5 ARE(3)7x6 tHMS ROIEO On®0'a5E - -- - �.�-..v_ a ------ -ALL 1 rUWR MU FMT5 ARE(5)796AW 7%4 e " tea^o ----'° - ill ALL NPVOK'E%T.DOOR fEADHE5 TO(£IB)2YVA - E~ �c9 muss MOTED OTH3WOW LOAD BEMWI MN.LS e -------------- I I i x rJ GLG.JOISTS el6•01 � G E I �c LL l u ---------------- , • L C� U >�+ O 0•� Q r O LL 0 P`j%A OF MA.c lob no.: 1012 Ndato`l R E 1 M `L a 23 5EPT 3010 D R °' SWIG : A5 6776 ; dream v� /ari rURAI rev. -------------------------------------------------------------- 1 5EGOND FLOOR GE IL I NG FRAM I NG PLAN �E� 4` rev. ______ SCALE- 1/4' . I'-O' ,q��`{{//Z3 �� A- 10 r ISSUED FOR PERMIT am to of it V b y 91 J'L Z 1e 9 VO'%0I/ VOL1blNlffD V J X m VALLM J%m VALLEYS �fO�ID MOB COMM - - BMW taim�COFAN JXIO RAPfB6 JXIJ HPS nc� • L' BEYLOID cow[it5 (J) UJ• J%lJ MPS _ m r31 SY.I Pol X 6 BEYM f.OPo�2"i Q Xb _p Ql VJ• ' W 5V1'L O ♦+ (i)J Cb O / 9 'LVL ------------ R C CA B 'X'PAJ ALLA J160 WrM5 g .% J1o0 RAF19F _ fu " i 9 VJ'XTP� ' P5L MST .��K ____________________ � - I 9 •X FA AW cc 0 ________________ __ IL 7 -._ i Um9t OBL O'LVL _ _.__i_____ __ __ __ __ __ myac CORNERS , r r r JX b____ r r - n -WOOD P05T DOWN uJ•x b VC PARALLNi ■ -WOOD P05T UP AND DOWN so o ••Ban 2)W RWTEF:sm Post - •16'04 - �o-bV��-f Se�g� i r- x WOOD P05T UP g3= �g SMWPlf AL WOIB, o o f I --------------- Au COMM KAU POM5 Me 02M -SEE STRUCTURAL GENERAL NOTES �) AND TYPICAL DETAILS FOR OTHER �a MUMS NMW orxeME REQUIREMENTS. z• �- �� ALL 11/ O coat 0TO ff Jxe$ uue-s NoTM rEo o a neoat 1E LOAD BBAPoxb ANJZ--------------- - n u U RAPS OF MA el- (a N ----- -- c PS NXST a•Pmim O 1 N 0 36770 Z4 i -- - CTURA.I 0> c �pNetL q-2 3-10 ?a. Job no.: loa 'L deft 25 SEP 2010 scab As Nor= drawn X>•" j_m e JX J x�5 rev. �O�LO1Q� ROOF FRAM I NG PLAN rev. - - - - - -- - - 50ALE..1/4' 1-0' a A- 1 1 0 - JXb rtuAN51.LAn bxAt» m 1Pols�u•oaawu SUM FAR PSMIT eht i i of 11 t NOTE:THIS DETAIL IS AN I � y ALTERNATE TO THE FLOOR - NOTE:THIS DETAIL IS AN V �' SPAN CONNECTOR'DETAIL ALTERNATE TO THE o � i 'COILED STRAP DETAIL' �. THREADED ROD ` O ¢ rn o FLOORJOISTS •� '"i ""r m cti O ° WWL 'I d ENDWALL ° i `��� Q •� 0 ANCHOR BOLT @ 24'We BOTTOM PLATE CO 4RNER STUD " w CONNECTED TO 2 P.T. ()COILED STRAPS FRAMED OPENING O 2 z 6 SILL TRANSFER SHEAR PER CORNER — �++ FOR STAIRS HOLDDOWN (2)16d COMMON TRIPLE { SIMPSON FSC NAILS @ 6'o/c CORNER STUDS — — COILED STRAPS �' d (1)EACH STUD @ STAIR OPENING STUD WALL o L GARAGE PLATE DETAIL 1 HOLD DOWN DETAIL 2 COILED STRAP DETAIL 3 FLOOR SPAN CONNECTOR DETAIL a FLOOR OPENING @ EXTERIOR WALL DETAIL s NOT TO SCALE SI(_1 NOT TO SCALE SK-1 NOT TO SCALE SK_1 NOT TO SCALE SK-1 NOT TO SCALE SK-1 h SIMPSON H4 / (8)H4 WHERE SHOWN (, (SEE-OPENING DETAIL1 (2)LSTA PER OPENING EXTEND TOP PLATE WHERE POSSIBLE Y'COX SHEATHING - ` BOTH SIDES TYPICAL f HOLD DOWN AT TRIPLE HORIZONTAL 2x BLOCKING FOR CORNER STUDS NAILING THE PLYWOOD EDGES (SEE-HOLD DOWN DETAILI SHOULD BE PROVIDED WITHIN - 48'OF OUTSIDE CORNERS SIMPSON H4 jf .. ... > WALL OPENING DETAIL s (TYPICALAT OPENINGS?T-WORS T-T FROM CORNER) SK_1 PLYWOOD BLOCKING DETAIL �7 - GARAGE DOOR DETAIL a NOT TO SCALE NOT TO SCALE SK-1 NOT TO SCALE SK-1 _J Q H W DECK JOISTS Z SIMPSON H1 CLIP P.T.BEAM O (1 PER JOIST) �--• INSTALL EITHER: SIMPSON BCS POST CAP U SIMPSON RR RAFTER HANGER 1.)A SIMPSON LSTA STRAP OVER SHED ROOF RAFTERS HB THE PLYWOOD AND ACROSS THE LEDGER RIDGE BEAM TOP OF THE RIDGE BEAM P.T.POST Cn TIMBERLOK SCREWS TOP 8 BOT. z (2)H2 MTS72 2.)A 2 x 6 RIDGE TIE ACROSS THE SIMPSON ABU POST BASE OR SECURE INTO SOLID FRAMING 0 ROOF RAFTERS - - SPACED 8 STAGGERED @ 16-o/c (LTS,HTS RAFTERS IMMEDIATELY BELOW THE U SIMILAR) H10 - RIDGE WITH A MINIMUM OF EIGHT ANCHOR BOLT n %'COX SHEATHING L (8)1OD COMMON NAILS PER SIDE I� —f JJ (TYPICAL) i I I— •I�=°L . j l I — ? i—I 10'OR 12'0 SONOTUBE ON • 24'0 BIGFOOT FOOTING -- ----- . LEDGER DETAIL- 12 _0 10'OR 12"0 NOT TO SCALE _RAFTER CONNECTION DETAILS RIDGE DETAIL 10 4 NOT TO SCALE SK_1 NOT TO SCALE S K-1 i z ` RAFTERS �, 24"0 e•�, RAFTER � - - FRAME-OVER LEDGER PORCH/DECK DETAIL 11 SIMPSON H3 CLIP ; ,* r ATTACHED TO SOLID FRAMING BELOW ? II WALL OPENING FRAMING SCHEDULE NOT TO SCALE 1,,$K-1 ORIGINAL — LEDGER v' n n �i `�, WINDOW SIZE WINDOW LOCATION NOSTUDSNG NOSTUDSCK Revision Dote t 5 f 3-T FROM OUTSIDE CORNER 3 2 <S-0' s 7-T FROM OUTSIDE CORNER 2 2 sn.d <_Tv >10 FROM OUTSIDE CORNER 2 I FRAME-OVER LEDGER DETAIL 13 S K' NOT TO SCALE ZONE: DIRECTIONS: RF (RPOD) From Hyannis - Take Route 28 towards Cotuit; a Area (min.) 87,120 SF Take a left onto Putnam Avenue at a set of lights, Fronta e (min) 150, and follow to the end; Take a left onto Main Width (gm in) - NA Street and follow to the end; Continue straight Setbacks: onto Vineyard Road; Site is on the left, #110. Fron t 30' Side 15 CLI Rear 15, * ° y OVERLAY DISTRICTS: AP - Aquifer Protection District RPOD - Resource Protection Overlay District s N90'00'00"E I { 1 x` ° °200.00 - _ ' 61 f PROPOSED DRYWELLFEMA ZONE t FOR ROOF RUNOFF (TYP.) Zone C, V11 (EL14), & V17 (EL 16) 1500 GAL. COMBINED r + + + CAPACITY REQUIRED Panel # 250001 0022 D (rev. July 2, 1992) ° I � � r - -� - - - - - - - - - 33.3' . - � . - - - - - - - - - ; - - - - - +4, I I o f q / LOCATION MAP N,F o o I ,- 75 ; v / „ f i is ° '. Stave . 1 ' 1"=2000'f Cochran Pine Ridge Realty Trust / 00 ( it Ae unit / l ° Book 8387 Page 143 ' i c° o + { ) ASSESSORS REF.: z I Utility o Fuse Box Ma 016, Parcel 020 I I _ ,. °i ° R Abutter's Garage +'� ° '� ' + " O{ k I I � i . ••K�Jc TKO B}I ,. .` { o o f ill I i Concrete Bound / NS ' , I A� I ` / Water ' _ , » I /(fou d) °I'w i/ o° f 86 Sr,- p���. u. - / o �a .,. I I f �a I care o N90'00 00 E I �' ! a Flag Pole 1 I r 1 �{ Hydrant '� 175.00' I 1 � � -�.... �` `` �... 1 urnrw � 4 ��� +m 1 oh* y Pole , F4 w � � � { O� --�_'� ,•.;. , . ., � B/uY%gnenotio V j l) { f I { t . I t(� •• ! / / , / / / j { on I - 2.3 �OQ �i O �'` ' wilt g { I{ t / { { anw l O O Gj• / Lai _ - ;. , '^ 1 f ' I ^' Telephone al4Bsto 1 Pedistal oh I 4 !1 0` , ne Wo/k atl,. . , ,. , ry \ J ° Guy Wire O \ Q �� 4.,, . . ,�i 01. E m { I V i� l /•. I I f / / �\ utility I a O a 0 ° W 1 Pole Q Nt , O I I W a Co- f !Zp CU 1l o� o I O'er a� iu 0 ; �o a� . . a ,_�- ------------- I s ~ _ `-� - 21 _ _11 i <. /�Qt 0 1 (A**j I f a / tone Or �. I �� - _ , f l Il 0) (a o� , / f / / In "e W --- ----- W W 1 W iJ l W 1 / I1 p1 W 4 Fuse Box �22 ;2 ,`. .`,`, . / o� / f IQ ° � O I \�\ _ :::::•/. ,I Ac unit,,/ 1;1O w !Hand ails / ' ,� e J l / / Q U TH-1 - r g Irrigation 4Well TH-2 (V _ 21 o { o• I '-� ,, 20 A� RBA,�' 1 l { > I I I l 1 { o I,E ' w� _ eoe / / c,�/ _ { • Iy Z ; I w ( a f 1 112 Story + + + /+ / v �{ + + ( I I I l I Wood Dwelling -" '+ / w { +I +o / x. Location Of' / + + + 54.6' / ° + + t � utility I � B.M. F.F. X ,,-• J �v, o � I Pole f Existing EL 23.08 ` - ~fxis>`in Se tic Pit T i l / ~ °c I I { 1 f 1^ ^• l f { Septic ` - TO �E �EMO„r(1 ') / I + ,' j ' I 1 , ( 1)� ` I + 1 , ( ' � I PERC TEST: 12,971 -- (#2002-89) ' 6 TOTA I{ ' F ------ --- --- - - - - - -------------------- - - • - - • - - • - - • - - • - • - - • - - • - • - - • - • - - • - - . - . .I f { I 1 p { J t PERFORMED BY:PETER SULLIVAN,PS-SULLIVAN ENGINEERING - ---------------�-- --- - - - - - - - - - - - .--- - -S-eynrd Setback (1--- - - - - - - - - - - - - 7` / 1 1 ^I � - I 1 I E{ SOIL Old Traveled Way � WITNESSED BY:DAVIDANTON�RS..-TOWN OFBARNSTABLE ------- ------------------------------ - ' ------------------------- { DUNE 17,2010 Concrete Bound + (found) 375.00' {{ { { { ,� TEST HOLE- 1 I \ I , » / { { { EL.20.0 N90 00 00 E // // / / found)Concret Bouund I / { { I { ...:.FIIL'.':.'.'.' '..'.'.'.'.'.'. / ✓ r NSF g� .:'.':.':.':. . ORGATIICS . .'.'.':.'.'. 19.3 1 �I Top Of Concrete BOUnCi Vineyard Road Realty Trust / / / / / ll / { I , t > .':':':L:IC�ETl''SBO9ftt<ILSI3 .:'.'.'..'. Elevation = 20.06>(NGVD 29) 21 Document No. 754,513 0 h ,� �, to (, / :•:•.•.i'tTAMY`.'SANii :::.• 1$.5 t r Stone ` LAYER'l0Y.....•.'.•.•.'.'.'.•.•.'.'. _ Gion Vent - 30" :MEDGIB•SAIJ•'•'•'•'•'•'•'•'•'• Final Locatotion to be 17.5 Determined at Time of Installation so C LAYER 10YR7/4 as to be as Inconspicuous as Possible VERY PALE BROWN COARSESAND ' 48" PERC TEST 16.0 25 GALLONS IN 12 MIN.55 SEC. See Note 6 (t)p.) j �r 132" PERC RATE<2 MIN/IN(LTAR=0.74) 9.0 F.G. EL. 22.0 ' F.G. EL 22.0 d NO GROUNDWATERENCOUN'fERID rinow Equilizers As Required Finish Grade EL. 20.2 ,� q TEST HOLE-2 Installer To _p EL.20.0 Confirm Prior EL 1500 Gallon 3' Max. ,,, -;, L. 18.75 Tnn EL. 19.00 9" Min „ ;L.- ,.r; - :.FIIL'.................. To Any Work H-20 EL. H-20 ' Compacted Fill Filter Septic Tank D-Box L. 18.33 /-Fabric 12"':':':':':':':'::':':'::':':'17RGA18IGS•' •'•'•'•'•'•'•'•'•'•'•'•'• 19.0 H-20 / And/Or Leaching - 1/8" - 1/2" SEPTIC NOTES DESIGN DATA EL' 9 ::.:.:.:.:.....:ii�$Itow....!.:clrriY::.:.:.:.:.:.: To Be Installed On Chamber Pea Stone 20 )OAMY.'3i'i1Via':::.': 18.3 1.Location of Utilities Shown on This Plan Are Approx.At beast 72 Hours Single Family e o ase H-2D 3/4" - 1 1/2' ��TH Cll ",� 8.L AYER-1•QYRSl6'.'.'.'.......'. 6Bedroom 110GPD + . ...................................................•....... .... Double Washed .............................................................. Prior to Any Excavation For This Project the Contractor Shall Make @ Bedding, T s, LEACHING � �+ . YELL�IWISH'BRt11�VN'.':.':.':.':.' .............................................................................. the Required Notification to Dig Safe(1-888-344-7233). No Garbage Grinder Inspection Port, .:`Y�: IiGLYiYetl; eLrii`; c:'<Ii; � ;� CHAMBER Stone p Q C .......................................... P Pl.......... E� 34 MEDOAitSB.SAND.'...'.'.'.'.'.'. 17.2 & Baffels ::.::A1#h.1lif�ifi2�tl�:.:5"cJI.....1�I)h......;'::•ai....... A " e Contractor is Required to Secure Permits Fmtn Town Total Dail Flow=660 GPD M C LAYER lOYR 7/4 as Per Title 5 •'.•'.;fAri:�;:0;u�tlo�:;'RleFXi�is�kwF? :::�i7:;:•a�'....tielr+:� � 2 The q Appropriate Y ._ Agencies For Construction Defined by This Plan. Use a 1500 Gal Septic Tank �' 4' - 70" I l......... VERY PALE BROWN 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 12` i 68 COARSE SAND Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to LEACHING AREA 140" 83 Estimated High Groundwater r k Q® t� NO GROUNDWATER ENCOUNTERED Assure Watertightness. In General,Water Lines Shall be Constructed in Per T.O.B. Groundwater Maps Coordination With Cotuit Water,and Shall be in Accordance 660 GPD/0.74(LTAR)=892 SF Required Sidewall=2(12'+55)2'=268SF DEVELOPED PROFILE OF SYSTEM CROSS SECTION OF CHAMBER With 248 CMR 1.00-7.00&310 CMR 15.00. 4.A Minimum of 9"of Cover is Required for All Components. Bottom Area=(12'x 55')=660 SF 92$SF Total Provided NOT TO SCALE NOT TO SCALE 5.All structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer's LEACHING CHAMBER DESIGN Recommendation that H-20 Always beUsed Madlf Septic Location DATE: 10122110 6.Install Watertight Risers and Covers to Within 6"of Finished Grade All Pipes to be Schedule 40.Use y p Over Septic Tank Inlet and Outlet,D-Box,and Two Leaching Chambers. 6-500 Gal.Leaching Chambers in a 7.Septic System to be Installed in Accordance with 310 CMR 15.00& REVISION: Add Pere Test Data DATE: 06118110 12'x 55 Washed Stone Field as Shown NOTES: 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable PREPARED BY- PREPARED FOR: TI TLE Site Plico-zin Board of Health Regulations. 8.All Piping to be Sch.40 PVC. 9.0-Box Shall Have a Minimum Inside Dimension ofl2",and aMinimum 1.) The existing conditions survey S�Wn WOS performed � �' ra Q���/ John T Connor, Jr. Proposed ImprolveementsSumpof6 on the round on or between 25 FEB and 01 MAR 02. Sullivan En ineerin Inc. CapV r V 10.The Separation Distance Between the Septic Tanklnlets and Outlets Shall be No Less than the Liquid Depth.Wet Tees Shall Extend PO Box 659 7 Parker Road & SU S a n Seh o ll e Connor a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 2.) The elevations are based on NGVD '29, a fixed mean Osterville, MA 02655 Osterville MA 02655 At Below the Flow Line,and Shall be Equiped With a Gas Baffle. sea Ievel datum. P. 0. OX 1 1 (508)428-3344 (508)428-9617 fox (508) 420-3994 (508) 420-3995 fax copesurvOcapecod.net CO tU i t, MA 02635 110 Vineyard Road Barnstable (cot it) Mass. Draft: JOD Draft: MDH 20 0 10 20 40 80 ) W Review: PS Review: RLH0 DATE: SCALE: » > (_ June 1, 2010 1 = 20 Prof. # 22006 Pro j. # C4 73 -- - 4 a�aq) N I Q oN n « a ". ush M N - arah n / pr as �23 :a 9 I w y o ao/0 00 Cochran Pine Ridge Realty Trust / N90'00'00"E III I I LOCUS Book 8387 Page 143 ..- 0-0-0 f =u�o° . 61f' �/ /// ��/ 111� 1 I I I III ` ' ' � �` � � , �� u • � 1 i IS r III I I' ' I q I / o ��" Mead , / o o I / 23 �& �/// l I I: °'._ -o stone a,�a, �\\ , O AC unit / / / I I Q fib..... / o h I I ° ° hatch ' / o utarty o rua" cox N I Z I \ Pd. ; o / / LOCUS PLAN I Abutters Garage / / III I / / / 1 I _-~- I I I I I 1 I : ,, I I I ;' l / / / Scale : I"= 2000' on ete Bound / I I III �° ^� It I worr I f _ I .. I I 1 (fo d) °'' / 8 / f'ot/o Z2�/ o / I I I / I i /. / / / Assessors Map 16 I care o N90 00 00 E I r 4 f/oQ Pole I III I I / / / / Parcel 20 I' '►/ym«It � - 175.00, I / u I I $ II I I III, / i / / / // / / / Zoning RF / / / Setbacks� II I I 1 oh I 77.4' � � / �& I II I � I I I •/ ; / / , ch utarty 1 I �� s.Puo I I >< 111 I 1 I I : \ - _ ._./ i / / Front 30 / 1 I \ Pole II / Cover 1 2 Story I 5 I I / / ✓ / / / / / Side 15 1 / _ . �.� . _ _ . .1- - - _ - _ . .L. - - - - - - - - - - • -- - • _ . . I O \.�, ' Wood Dwelling s Rear 15' ''___ s'uaton,Pat/0 ' 111 I III ! / /� / / / / / 9 I I ) �,I, I ,, 110 Ground Water Overlay AP 1 �"' I I 23 Lot Area 000, 2.0 Act / I I I N� � �. ,i' / / �u••tM• /f'ot/o I Telephone �CA-r I ay W. •�O P.d>:rd ohw � \ a FF-s2.a usl Polo utitty Stone Parking Area I � I `\ \\\-\\\• � ,�'�� \ ,�'��� �`�� , � � -\ / � // / / l III I � l �� / // �•• /� / / / � / O iq Stop -21- �.t ' / / / / / / II CO Cal/or Entry --\ - Fuo Box 22 ----- ----- --\\ \\\ \ I \ o S /�h / /Ac unit/ \ / / / / / / ; / / ' 'E.X�ST, NON•-POTABL1s WALL• `�� \� �, / / Q° n.20 d olla / / / e• / / / I 1t2R1CaATtotA L1SR 0NL`f ' `� I S� MIN ' K3 I I �Rq�o y 8 1 O, �o / , �" .� U \ ���•,,/� � ( 0 �1 _.--- 2 am ���',/ / rr / " l � I I I I c // I � / •: /r � I I I , „ ° I , S (p' \ Lo X 1 ST. L18ACH I '+• 1 2 O GUE T NSCOROOM `�' It 0 T W NO Kt --"UN r I 1 .. W 9. i� O / i r /r ' l l • ..,•q:I.. ,k! { m'.'�. I I ' I � uta►t 1 s' � I �ePT1c �� • � � ,� -' // /54.8' // I I I I / ' r r � / l l .I � • . ' 1 y I N � p� I TANK a N , t / I Pole �, L ) out _I GRAVIES � �,..,...r� . .., ..,, -•�; ,.; > / ,.. ' / I I II I 1 I _ PARKI NC- it ep W w / // / 1 II / ►1 / r l / / 1 - - Ile S/dsyvM S•t6ock�i3mA k=X1 ST, TfiAVCcEEC WAY / (,'eJ ry PRIMARY I t tI I _ _ _ 0 L%Az.H,.P1T Flom ------------------------------ [ Concrete Bound /- - f ," -- -� , / // / // Cfou/Id to Bd;und ' ?C I j I„ (found) / ../ - 375.00 / / ( ) IR �. `4 N90'00'00"E s• ! i -- `- / ✓ 2b01 - FROM 1t.RGt+ l // `I Top of Concrete Bound • �� I PLAN VIEW 3 Elevation = 20.06 (NGVD 29) 2' II 1 0 ,� ,� 1� �6 ,��, �°i .,'� �ry v, 1 Scale : I = 20 4 ( / stone , \ \ N _ FG. 20.5 Vineyard Roodealty Trust _ FG.20.5 Document Na 754,513 Crawl Space p 18.5 17.5 NOTES 1500 Gal Ion Top El. 18.5 I. Water Supply For This Lot is Municipal Water. 18.3 Septic Tank 18.1 Bot.El. 15.5 2.Location of Utilities Shown on This Plan Are Approx. 17.9 17.7 At Least 72 Hours Prior to Any Excavation For This 5.7' Project The Contractor Shall Make The Required Bedding as Notification to DIG SAFE-1-888-344-7233, $ Bottom Test Hole El.9.8 Per Title 5 No Ground Water 3.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction utility Defined by This Plan. Pole DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 4.Instali Risers as Required to Within 12"of Finished Not to Scale Grade. 5.All Structures Buried Four Feet(4') or More or Subject to Vehicular to be H-20 Loading. erode 6.Septic System to be Installed in Accordance With 310 CMR 15.00 Latest Revision And The Town of i Fn1er ��� �- Barnstable Board of Health Regulations. "m in Fabiie 1 "--Conwacua Flu --- 7 All Piping lobe Sch.40 PVC. Poo Stone DESIGN DATA OF Single Family- 3 Bedroom N en mber 3Washed r 1/2"Double No Garbage Grinder PMFI i Daily Flow: I10 x 3 = 330 gpd SEU•I'y'y' r a-ld Septic Tank: 330 gpd x 200%=660 gpd NO.29� 12,-0" Use a 1500 Gallon Septic Tank. LEACHING AREA CROSS SECTION OFCHAMBER 330 gpd/0.74= 446 s.f.Required NOT TO SCALE - Sidewall:2(12'+25')2- 148 s.f. Bottom Area: 12'x 25'= 300 s.f. 44 8 s.f.Total Provided. LEACHING CHAMBER DESIGN All Pipes to be Schedule 40 PVC. Use 2 -500 Gallon Leaching Chambers in a 12'x 25' Washed Stone Field as Shown. ya T1-3-C 1401-E EL.¢V. 20.0 ..._ .....__ . _.__....._ . RLv►S►ON OS/OI/02 RtsvlsGD HOUSE FOO.1'TR�NT 0 utvOECOMPOSED P11►� O N%6X0%-K.S/I_G'&.'4" Title: PREPARED BY: PREPARED FOR: Notes/Revision: _ BRN. G.CARS6 -,SAND ,, to YR 5/3 ° - Sullivan Engineering, Inc. CapeSU ry John n T. Connor yitLISN. $RN1. GCsARSt _ 1q„ �� SAND ,°yR �/� PROPOSED SEPTIC SYSTEM Po Box 659 7 Parker Road Mary 0 Boyle Connor �2 'SULt4'1S41 Y�L• COARSE= . Osterville, MA 02655 Osterville MA 02655 49 Prospect Hill Ave. o SAND \DYR 4/4 110 - VINEYARD. ROAD Sy LT YmL.2%SW e' RN COAfiSt f C' s.o.N� Ia Y R t./'•/ (508)428-3344 (508)428-3115 fox (508) 420-3994 (508) 420-3995 fax Summit N. J. rzz'' COTUIT, MASS. PSuIIPEOool.com capesurt�apecod.net 1.) The existing conditions survey shown was performed h0 GROI.INC WA'TLm 13Y SSWL.L-1�/ArA F-NGINftr-RINC- INC- bA-TG.; 03/G5/02 _.____r._._.______,._.. .. ._ .. .___. _._ .___,�� __._. __a,.._....._._. ______ on the ground on or between 25/FEB and O1/MAR/02. 20 0 10 20 40 80 Field: WHK/MDH Draft: MDH, M J D 2.) The elevations are based on NGVD '29, a fixed mean Date: , Scale: Comp,: RLH Review: RLH, PS sea level datum. Maich.;6 , 2�Qa2 t As ShownI real WEI E=====§ Pro, Of C473_1 Drawing # C473_1Gl.dwg 2Z00