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HomeMy WebLinkAbout0791 SANTUIT-NEWTOWN ROAD - Health �-Gcl 79.i,SAN'TUIT NEWTOWN r `-Marstons'Mills 4 k .1 028" 005 .. g Town of Barnstable P# Department of Regulatory Services �. Public Health Division Date 7/9 l Q, 200 Main Street,Hyannis MA 02601 s�ntverw�, Fee Pd. ARA _k ��� Date Scheduled 0 9. Timep :. ! �dt J) ��c^ d d ', S �"�� —�a v�r,:. cc C Soil Suitability Assessment for Sewa a Dis osal a _ s ` S n � sa Performed By: Witnessed By: e ITV l LOCATION & GENERAL,INFORMATION Location Address �`,Y W SA K'y r--o Owner's Name - I Joanna Chodes,Trustee #464 Wakeby Road J M'�t 15. Address 24 Sher in Road ) p� Chestnut Hill,MA.02467 Assessor's Map/Parcel:028-005 0.LO 0 d Engineer's Name:Holmes and McGrath,Inc. d 205 Wordecster Court,Falmouth NEW CONSTRUCTION REPAIR 4k Telephone# 508-548-3564 Land Use &6&AV1-44 L Slopes(%)J 0�. Surface Stones Ne Distances from: Open Water Body (560+ ft Possible Wet Area 16 �ft Drinking Water Well ft � Drainage Way ft Property Line t Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) e N COYAK Parent material(geologic) 410e101 Depth to Bedrock y 50/ Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face /VO Estimated Seasonal High Groundwater AQV.S03 DETERARNATIONTOR SEASONAL HIGH WATER,TABLE Method Used: -- 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;' Deie Observation Hole# �j Time at 9" Depth of Perc r� _ Time at 6" Start Pre-soak Time @ /P 4 111is1 Time(9"-6") End Pre-soak Rate Min./Inch z�; Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division '� � Observation Hole Data To Be Completed on Back----------- Q:HEALTH/WP/PERCFORM J ,l DEEP OBSERVATION HOLE LOG Hole# Depth from, Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) 0 -/0L�Sard 5yX313 /0 -39 13 C's / 4 020 c rave/ Jc'_A2o L104 4� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency;%Gravel) r DEEP OBSERVATION HOLE LOG Hole#2a, Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) Gi LLr 1210 ,s ,�v / % ram veL' F DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in:);, (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) LL Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No '/ Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does afleast four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? _ If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described i 10 CMR 15.017. c� f Signature' Date Q:HEALTH/WP/PERCFORM LAW W _ f No. '' f Fee 16- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(pplitation for 33isp9sal*pstrut Construction 3pertttit Application for a Permit to Construct M Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. C "' I Ar�j Owner's Name,Address,and Tel.No. Assessor's Map/Parcel O 005- -Pat 6 `Qd e S 64 W6ke h �Z'- Installer's Name,Address,and Tel.No. P,16�Cz Designer's Name,Address,and Tel.No. �� Cf�at�efl 21 �; t��m6 azr l�v�meS -/v1 Gfg nz Type of Building: �08 _?_-7 177 5- j 5-d�'516�-C1�7 Z Dwelling No.of Bedrooms %� Lot Size 3^ 4! sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) !!! 0 gpd Design flow provided �® gpd Plan Date Number of sheets 7. Revision Date Title Size of Septic Tank /5-0 £ Type of S.A.S 64AM�€ S it Description of Soil �`� / / Nature of Repairs or Alterations(Answer when applicable) I {ri(Al tr'(IAC� 5,f 0 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 /2 Si ed � � L4 Date !J Application Approved by Date Application Disapproved by Date for le following reasons Permit No. Date Issued -Nv LL),P f No. y/(� / v 4 — - Fee 1 £ THE COMMONWEALTH'`OF MASSACHUSETTS Entered in computer . A. b % PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes V �s 'I _ Application for Disp.g.sal pstrin (Construction 3PPrmit Application for a Permit to Construct/) Repair �Upgrade 1 Abandon ZComplete System El Individual Components !-' t•-r-- Location Address or Lot No. 4 W 4eir , I - Owner's Name,Address,and Tel.No. ,- Assessor's Map/Parcel(>�-�005- -aut C h Qd c S 64 wA A 61 1 7 Installer's Name,Address,and Tel.No. 74/,(C jZ CAN j�. Designer's Name,Address,and Tel.No. 2ps' (ivOR�fsrr/� G?, ( � '_Wx �e ro1A70 ` �vL /hfo��t It Type of Building: j 08 Z-7 -7 5;M &7�i7 2- ' Dwelling No.of Bedrooms -4 R,� ' D, Lot Size ( sq.ft. Garbage Grinder Other Type of Building No.:of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 440 1 r' ,glid Design flow provided gpd Plan Date f6/ -N//lro Number of sheets A, Z Revision Date Title ! r 'r Size of Septic Tank 15-00 r" r Type of S.A. C.yAM 73�f Description of Soil �� 3 � ) � '� `- � L.. /`/(��rA pl r Nature of Repairs or Alterations(Answer when applicable),,._ {tc/A�j(. , S q0 0 54 d - Date last inspected: Agreement: 7 F 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..- / ' /;W 421* 'S gned �!i �- � � Date i Application Approved by _ '�''.9,� _ /� Date Application Disapproved by � / W / Date for°ihe following reasons Permit No. Date Issued / ------------------------------------- ---------- - - - -- -- - -------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ). Abandoned( )by,,B� AN ss 1Z- 61N iZ?V C`1rl6 Old at 4(g4 ( /l4 � (7. has been cons ed is acc c / with the provisions of Title 5 and the for Disposal System Construction Permit No d,te& Installer f li!4r w)l6,let— Designer /N►�-/I"�C(S-r., #bedrooms Approved design flow tle /0 and The issuance of this permit shall jnot be construed as a guarantee that the syste will functio was d designlr. ed. Date / ;r �" Inspector r P ----------------------------------------------------- ----------- - - ---- No.--- 'Aa411_2� Gi� Fee0_0� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem ConstrULtion J)Prmit Permission is hereby granted to Construct!(/``- �,.Re�p-air( ) Upgrade( ) Abandon System located at 1/1/i�l'--CSY R-7, b�5�A /' ' ( 0 j 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. i Provided:Co �tion us om leted within three ears of the date of this permit. P Y P _- Date / Approved by J t/ Town of Barnstable. y�� Two Regulatory Services Richard V. Scali,Interim Director aaxivsrna[E. , Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: �� Z �7 Sewage Permit# Assessor's Map\Parcel Designer: l �rv\ 4 S - �,�rt�f Installer: 7Zl,4 Address: WO2tr t f2-2. C1, Address: �� C?­0W9d 2-), 1 WU✓-tv, ✓1�_ 0 /T14 ^ 112 5'3 to - 6-Ag- Caysr2✓C-7io✓1 ' G� On 2�l� /2 �11/ S�• was issued a permit to install a (date) (installer) septic system at j Wl�013 Y �ZT. based on a design drawn by (address) r M� f C1?E dated 7 (designer) Is�that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was construct liance with the terms of the RA approval letters(if applicable) N OF 414S0 9 TIMOTHY N SANTOS ( nstaller's Sign ) 4 No.45078 � CIVIL, -sS/ONAI.ENG\ (De ' er's Signature) (Affix Design tamp F1ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YO ��,,- �Q:\Sepric n Form Rev 8-t -13.doe Town of Barnstable P# Department of Regulatory Services DIME Public Health Division Date 96 , BaxNs-rnst.e, 200 Main Street,Hyannis MA 02601 Fee Pd. MASS. g, , v ArFO MAC A`0 Date Scheduled Time cl) "V t P.7 • -y,L r V Soil Suitability Assessment for Z!e Dispo,�al �Performed By: � Witnessed By: '�/. R5 fV LOCATION & GENERAL INFORMATION Location Address Owner's Name #464 Wakeby Road ` Joanna Chodes,Trustee i AvO M`�`(S Address 24 Sher in Road ' Chestnut Hill,MA.02467 Assessor's Map/Parcel:028-005 Engineer's Name:Holmes and McGrath,Inc. 205 Wordecster Court,Falmouth NEW CONSTRUCTION REPAIR Telephone# 508-548-3564 Land Use Re6&r�h-�-,�.L Slopes(%)J �. Surface Stones No Distances from: Open Water Body of ft Possible Wet Are`a'^ ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) kit A<� �` Parent material(geologic) IQ rQ d orwo.56 Depth to Bedrock >5 d``/ Depth to Groundwater: Standing Water in Ho/le: /v0 Weeping from Pit Face A16 Estimated Seasonal High Groundwater C�V SOS DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: I Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Indeix.Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level r PERCOLATION TEST Date W/3 .b Time ;/ Observation / N Hole# 041 Time at 9" Depth of Perc TO9 Time at 6" Start Pre-soak Time @ Time(9"-6") l�End Pre-soak /623 A13- Rate Min./Inch Site Suitability Assessment: Site"Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- Q:H EALTH/WP/PERCFORM DEEP OBSERVATION HOLE LOG Hole.# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) %41,& L,sa 3 w SyA /.3 5, �D 3� B C Sind J04f? / c& rave/ 39-/d-O G ✓I�. �Sa�d ��5r �/ S �ir�v� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) 5ar�cl �Vq,3/3 yard 6 v orb 4 nor VCZ. C /V,tsa rd o91 'I DEEP OBSERVATION HOLE LOG Hole#2g, , Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) b n L,L DEEP OBSERVATION HOLE LOG Hole# o2,L Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) L Lr Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? e5 If not,what is the depth of naturally occurring pervious material? Certification I certify that on .. (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described ' 310 CMR�15.01 P: q ` Signature �� Date / /-�/(J Q:HEALTH/WP/PERCFORM f `e -s CommonweaM of EMammchusetts 9E 100068019 :;t j Asbestos Notification ��O i Catg�®n Form p�NF-001 Number �tl�'a4111e A. Asbestos Abatem ent Description ian fi loin otrt eun As orr the zxmip1 t r um 1, a, is this facility fee exempt-city, town, district, municipal housing authority, owner-occupied o�I,I the barb Icery residence of four units or less? ✓ Yes No io imove your cursoar-do not b,Provide blanket decal number If applicable: Blanket Dural Number use§the return w. 2. Facility Location: JOANNA CHODES 484 WAKEBY RD a.Name of Facility b.Street Address MA 026U (508)420-4018 c.Cityfrowrn d,State o.Zip Code f.Telephone Number ildl►TRUCITIONS 3. Woftite Location: 1.AIi iwAlonu of Ibie SAME ,w n va�u28 ba a.Building Name/Bullding Location b.Building it c.Wing d.Floor e.Room Purnpl�!d In order to imniplyr 4, Is the facility occupied? Yes No DEP rotl%=9011 ro'cluiren-J®ntsa of 310 CHIP 1.1 S 5. Asbestos Contractor: ®rah Y31!01.;�vi9rlk5n AIR;SAEE INC 61 ENDICOTT ST BLDG 32 ; rFet+'(I:dJS) a.Name b.Address NORWOOD 02062 7817623390 nMIul;ano®nts of 4.153 CM11 8.12 c.CSy/Town d.Zip Code e.Telephone Number AC000464 g. Contract Type: ✓ Written Verbal f.DOS License Number h.Facility Contact Person i.Contact Person's Title JAIME E AMAYA AS060847 6. a,Name of On-Site Supervisor/Foreman b.Supervisor/Foramen DOS Certification Number NA 7, a.Name of Project Monitor b.Project Monitor DOS Cerlifitation Number NA r S a.Name of Asbestos Analytical Lab b.Asbestos Analytical Lab DOS CedificMloo Number 111120=11u Mli M.li 02 2712008 0212IN2008 �t 0? "Ir LIgg® 9. a.Project Start Date(mmldd/yyyy) b.End Dana(mm/ddlyyy l) 111111 91mulg11 a Work SPuMMon-Fri. d.Work hours Sat-Sun. 11 ® 0 10, a. What type of project is this? ISBN& Demolition Renovation 14 11 .ram- Repair Other, b:Describe - please specify: 11EIME �� 11. a. Check abatement procedures: �� (�� Glove bag Encapsulation Enclosure Disposal only Cleanup Other, Specify: EXTERIOR SIDING Fuli containment b.Describe j' oiz 11 `4BU �C 12, IS the job being conducted: Indoors? V Outdoors? 1111 anfU01ap-dot.0 UV02 Asbestos Notification Form-Paige 1 of 3 Commonwealth of Mamilachusette � 10DOM19 E' Asbestos Notification Form ANF-001 Decal Number A. Asbestos Abatement Description (cont.) 13. Total amount of each type of Asbestos Containing Materials(ACM)to be removed, enclosed,or ancaosulated: 0 3000 it.Total pipes or ducts(linear A) b.Total other surfaces(square ft) c.8aller,breaching,dud,tank d.Insulating cement surface coatings Lin.ft. Sq-ft. Lin- fL e.Con ugated or layered paper f.TrowsmSprayer coatings pipe Insulation Un.ft. Sq.ft. ft. Sq.ft. g.Spray-on fireproofing h.Tranaft board,wall board Lin.ft. SC-R. Lin.R. :sq.A. i.Cloths,woven fabrics J.Other,please specify: 3000 Lin.ft. Sq.R. Un.ft. Sq-ft. k.Thermal,solid cone pipe EXT SIDING insulation Lin.9t- Sq.R. I-Specify 14. Dewribe the decontamination system(s)to be used: NA 15. Describe the oontainerization/disposal methods to comply with 310 CHAR 7.15 and 453 CMR 6.14(2)(g): 0 MIL POLY LABELED BAGS, DOUBLED 16, For Emergency Asbestos Operations, the DEP and DOS officials who evaluated the emergency: a.Name of DEP Official Is.Title e.Date(mm/dd/yyyy)of Authorization d.DEP Waiver 0 e.Name of DOS Official f.DOS Official Title ;OME g.Date(mm yyy►d&y )of Authorization h.Dos Waiver a IN I ® IT Do prevailing wage rates as per M.G.L. c. 149, §26, 27 or 27A—F apply to this project? Yes i Pao I 111 ' lf Bo Facility Description 1- Current or prior use of facility_ RESIDENTIAL f� E � w 2. Is ft facility owner-0ccupled residential 1Nlth 4 units or less? ✓ Yes No b"� ! Fri I SAFE �! 1 3' a.FacfMy Owner Name b.Address ® C. c Citylroartt d.Zip Code e-Telephone Number(area code and eidension) a.Name of Facility Owner's OnSite Manager b.O"to Manager Address II� I< c.City/Town d.Zip Code e.Taisphone Number(area cads and exterisan) J': J anfY,,)'1apxIoc•1W2 Asbestos Notification Form•P in f Commonwealth of Massachusetts � 1000"019 k Asbestos Notification Form ANF-001 Decal Nurn ber ' : ^ . is B. Facility Description (cont.) 5, a,Name of General Contractor b.Address c,CftfTown d.Zip Code e.Telephone Number(area code and extension) f.Contradoes Workers Comp.insurer g,Polity Number h,Exp.Date(mm/ &yyyy) 6. What is the size of this facility? a.square Feet b.Number of floors Co Asbestos Transportation and Disposal 1. Transporter of asbestos-containing material from site to temporary storage site(if necessary): AIRSAFE ¢da1:�:'rran�r a.Name of Transporter b.Address 311'ations must e.City/Town ! d_Zip Code a.Telephone Number ;��Ild t�{tt�ete Division 2. Transporter of asbestos-containing waste material from removaUtemporary sita to final dismal site' Requktlans WO M-R 19.000 a.Name of Transporter b.Address c,Ciw/Town d.Zip Code e.Telephone Number 3. a.Refuse Transfer Station and Owner b.Address C.City/Town d.Zlp Code e.Telephone Number 4, 1 NO REMOVAL..DISTURBING ONLY DHCDW a.Final Disposal Site Location Name b_Final Disposal Site Location ownses Name NO REMOVAL.DISTURBING 1306TON c.Final Disposal Site Address d.City/Town MA 02108 e.State f.Zlp Code g.Telephone Number i11 19Ip GP De Certification HNI C(M The undersigned h®r®bY states,under ltte DIr WALSH 91111,lVffin 0 pen®Ries of perjury, b.Authorized S nature Uted h@Isite has read the a.Ness ]1 j01f!1jffiI10 Commawmelth of Massacltuse=reguWtims VP # ,FRIES I'I ii� c-Poaitio for the Removal,Containment or rJTille d.Date(mm1ddtVM) � tit Encapsulation of Asbestos,453 CMR 6-00 and r (781)762�3390 AS 310 CMR 7.15, and that the infoln n contained in this notification is true and cuffed e-T~one Number f.Representing u1D to the best of his/her Itnovdedge and belief. 61 ENDICOTT 1i�wcr o.address I O C NORWOOD 02062 n-City/Town ►.zip code 1J:(o4 G1gq).d(u;•10/02 Asbestos Notification Form•PoW,3 of 3 //11 OWN OF BARNSTABLE LOCATION 4 CO"T WV,416�1 SEWAGE# tea/& 4t 0 VILLAGE /11.,M 1 IDS ASSESSOR'S MAP&PARCEL Ow —60_ INSTALLER'S NAME&PHONE NO. -991AN 2-7f-f 7 5­9 SEPTIC TANK CAPACITY / '5 0 0 LEACHING FACILITY.( '9'D 0 04/1"^T�C S (size) 6 7 d 61D NO.OF BEDROOMS 4 OWNER 46 4 GSA 7 4 S 7- 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 r FURNISHED BY AA 9A z _ 11 Z ¢5,4 �Z 3 7 33.7 4 '= 3�•� 14 O4� 38 A 5� N p \ n sR�Pool o� PO ` ZONING CODE LOT COVERAGE NOTES �( _ A' �i �QIY BEAT PpND) 6oATs� UPLAND AREA 60Exis'NS.F. 60,900t PROPOSED QOD IIR MENT (A G 912�L v e \ BY STRUCTURES 2R 6% ED OF WPC l (SEPTdgQt BY IMPERVIOUS 2% 12% 15R((240-36 G.((3)) -y \ �•� EDGE. OF .i' S A N 0 9 NATURAL(UPLAND) 87% 64% 30R(240-36 G.(4) P �ItTMiuNo BAwc •..0 'G HOMES 1. Y T:.—._._.—._.— -�� � ye ` a° PARCEL a s KEG R LOCUS 0 3.0f ACRES UPLAND 1`6f*ACRESSWETLAND) ��\ PROPERTY LINE .'L _ L ,4 •\ P INLAND BANK ^^^-• - - \ LOCUS MAP 1 L ypi ?� NOT TO SCALE •� 1 \\ J��i. EDGE OF`NET'p'ND S28'47'18'W 41.94' R-260.00' R-60.32' c au yr y AIL Ak \ t =47.45' L=55.69' H 24 OBSERVAN ON -_ BVw_j \ 1'1' u KEYMAP 581'4 13'W L / \ SCALE: 1" =80' WAKEBY ROAD IIL - \\ $l "� evw-5 PARCEL 4 � ,^L i,. ®OBSERVATION \ I _ V / r �, A \\ ll 3 fi �. AL sz `PF LEGEND o / N '�\ PARCEL 1 UTILITY POLE `a' _ < PRrs� __ 100'.SETBACK UNE SUSAN.E. UPOF TR. YJ Vim ` BOUND .• -. - s� fL •m T• FROM WETLAND �(J CATCH BASIN ■ _-2—BORDERING / PROPOSED 2'D/AM. ORYW£LL . TEST PIT VEGETATED WITH 2'OF 5701VE ALL \ AROUND(7YP/CAL OF J) EDGE OF EXISTINGIz WATER SERVICE 1g WETLAND JI4 BVW-7 f \ ROADWAY PAVEMENT � , I HYDRANT � 50�UNDISIURBED � ��q us ' 76 \ PROPOSED SOIL ABSORPTION (MEET EXISTING)SYSTEM i� B FT(MIN) WATER LINE —w— — BUFFER d P a� 's 78 ,P (EFFEC77(E SIZE= 12.8kJ°E5:rZJ eqv J'RISE SIGN Ter' .., P�• (gym WETLAND FLAG ABVW—� m - \6f' _ / 'o. p/o• /1 �y ..a Ste\ SURFACE VENT TO BE EXISTING PAVEMENT - ,o. ? — O_ �� 1 -�,,� m '6y. X \ DETERMINED IN 7H£F1EZD / (SLOPE VARIES) EXISTING WETLAND +W O �VS� i ?i. APPROXIMATE LOCATION 0 EDGE OF CLEARING - I v P 10 _ $s A LIMIT OF WORK500ER•�p05 �•�Q�� 0 CQ� OF EXISTING 12' WAMAIN �� _ OVERHEAD WIRE —�— A. PROPOSED SPOT GRADE a2a• BVW—B fps �' 15 Q 0 PROPOSED BITUMINOUS ° 5 >s rG•. J CONCRETE'DRIVEWAY EXISTING SPOT GRADE B2B '� �(V� DRIVEWAY BERM PROPOSED GRADE mod— ai. / o /�o• f _ EXISTING GRADE —Ts— A. 0YR i / 2 PROPOSED RETA/N1NG •�.0 `r �o ca�' 5—HOLE � �ls ti Z�E XOi AIL WALL (BY DINERS) m ,56 of D—B X NOT TO SCALE 2SFLOOD e rr-'^PARCEL 4 \ s°�No /�- ^ o /`�Pso i ys• z?� GjQ LOCUS BVw_1O BZT ,ice. F c o .•!�OF ` e ^ ti, t0 i A y o a' BENCHMARK.' BVIV-11 •EO I o °^ CB/NA/I FOUND - SIRIPOUT NOTE NO BVIf�12 �_— GE �I PROPOSED 1,500 GALLON >/ b)` tiS' I 0 a ZgsTDP -r EZ£K 8250 NOTICE / sa i 0/ `v Unless and until such time as the original(red)stamp of the THE CONTRACTOR SHALL EXCAVATE.5 FT. ALL SEP77C TANK(H-20) reaponalele Profeaelanal Engineer,or Professional Land Surveyor AROUND THE LEACHING FACILITY AND DOWN TO THE < ♦ // ( b I appears on this plan: SAND LAYER 5'f, REMOVE AND DISPOSE ALL _.• '—� ss / �m (A)no p-.an.or penone,including any municipal or other ( ) _ 1 p� SWAY 829 aqN puhlle afflciale,may rtly upon the Information contained herein; and UNSUITABLE MATERIAL AND REPLACE WITH CLEAN — �`$ / ORI D R�823 &NSTAU RN M _� C0N7RAC70R SHALL IERIFY THE LOCA77ON a- _ 1 2s EX151 !O`fE RESET'AS NEEAW (B)this plan remains the property of Holmes&McGrath.Inc. GRANULAR SAND CONFORMING WITH THE 7H£RVS77NO WATER SERVICE PROPOSED NEW 1' 7 'o 1 TO •. i SPECIFICATIONS SET FORTH IN 310 CMR.15.255(3). WATER SERNCE TO BE'SLEEVED IN ACCORDANCE _ l 107H 7771E 5/F LOCA7ED 107HIN 10'OF ANY �,h V. 6� PRaaosm VNICwAY DATE DESCRIPTION Drawn hocked SEWAGE DISPOSAL SYSTEM COMPONENT. 76 Q• B �" BER1®(SEE OETAa) 78 G���i E B�• R E V I S 1 O N S PROPOSED 501E ABSORP770N SYSTEM Up 5—'A EXISTING GARAGE P 76-61 NOTES RESERVE AREA (128-kM.5'x2) D, ,0 0�. �'z• TO BE RAZED . PLAN 1. BUILDING NUMBER: 464 WAKEBY ROAD —EVS77NO SEP77C SYSTEM TD 76-EXISTING HOUSE AND of PROPOSED SEWAGE DISPOSAL SYSTEM 2. ASSESSOR'S NUMBER:028-005 BE PUMPED DRY/F NE2DED, APPURTENANCES CB/DISK ' PREPARED FOR 3. ZONING DISTRICT:RF —F7LLED IN WTH CLEAN SAND,rnNmET< TO BE RAZED J� .�'=>>::: WAKEBY ROAD 464 REALTY TRUST AND ABANDONED IN PLACE cot27P�Te�' ez FOUND _ �.� �•_ 4. FLOOD HAZARD ZONES: X & X (500 YEAR) �� I+7485 8�1,41.13•W o m s *r ' FOR PARCEL 4, 464 WAKEBY ROAD 5. BENCHMARK: AS SHOWN __,, I P'h MARSTONS MILLS IN 6. TOPOGRAPHIC INFORMATION BASED ON AN 18 50 D APPROXIMATE LOCATION a BARNSTABLE, MA ON GROUND INSTRUMENT SURVEY 84 /DRtVIE EDGE OF PAVEMENT PROPOSED CATCH BASIN OF EXISTING 1,WATEE j MAP 028 PARCEL 005 7. ELEVATIONS SHOWN ARE BASED THE NORTH RIM EL m 7&a° PA eav+T SCALE: 1" ec 20' DATE:OCT. 31, 2016 _W AMERICAN VERTICAL DATUM OF 1988. (NAVD88) i(EBY ROAD /N✓. our. 75.BQ EDGE OF GRAPHIC SCALE'' WA, PUBUC) 10'HOPF2BLF. S-2A holmes and me rath inc. ''- 8. REFERENCE: PL BK 225 PG 151 DID SK 15578 PG.92 m WIDE eq �f� 2O I0 0 20 60 r (40 a+T civil engineers and land surveyors ; 9. THE LOT IS IN GP GROUNDWATER PROTECTION OVERLAY DISTRICT EOM OF PA O1 I PROPOSED 8"D/AM. 4'DEEP r 10. THE LOT IS IN WP WELLHEAD PROTECTION OVERLAY DISTRICT APPROXIMATE LOCATION OF m 205 roreesto. hurt,suite A4 508 546-3564(PHONE) 't LEACHING P/T wTH 4'OF EXISTING 12" WATER MAIN �� STONE ALL AROUND. (IIt P6cl') falmeTulhr ma 02540 508 548-9672 AX / f•� 11: THIS LOT IS LOCATED IN A D.E.P. APPROVED ZONE II ,STDp.4\ 'p/ DRAWN: PJR, LAC 12. THIS LOT IS LOCATED IN A N.H.E.S.D. PRIORITY & ESTIMATED \ t o� H\HARBORHOMES 216202 WAKEBY RD DWG 21szo2ws_c3D.Dwc JOB N0: 216202 DWG. NO.:ss-6-328 SHEET,of 2 GENERAL NOTES: c A.1.Before Goal Drawings and Specl(nration t are Issued for - C E construction,may shay be submlded to all govo,eing bdldhg " agencies to insure their compliance wilh all applicable local and O O national codes.If Code discrepancies in Drawings and/or U V Q q discreSpealpcabomancies appear. by Sake, rb uil begoHfied of such - tlisaepancies in writing by Builder or building ofntial.and � C .Mowed to attar 0—Mga and Speclflcalions ao as to comply Won governing codes before consbuction begins 2.Uponwr ttan racciptof approval he Me govern ng official. --- - approved anal DrmN r ll and Spearcalwrs Shan be cubmitled r_ --_— __ — _ — I) to Ma Wide,by the Designer. 3.a code discrepancies are discovered during Me bonebuctlon ,4/� .� �••' process,Oee goer Shan be not aed and aa.—dremedy said a screpand.. a) 4.All work performed shall—ply with all applicable local,slate -' - and national building cadea,ordinances and regulations.end lam/ `,.\c_ I-4r ,_ E allatherauthorNeshavinglurisd,ction.Followinglsapadial --i/,/�I Y1\ "� J I� � t� 1�\ y Irl of applicable COtlCe In/crce III I _ S.All correctors,aubconlrectora.suppliers,andfabr amens.shall be +�. I-' j1I It ��-.— i�/� Ir"'�'"� -�ii �^="I tI III \ �_ @` O responsible forme content or Drawings and spaeeMatlons and for '. III 1I�fl �]` 1 � I�- �'�,i� U v me Supply and design of appropriate materials and work --- - --- perbrm _ - _— -- once t rrn T 7 I - T� I?J, J. rrr� Q C.All manular.MreO articles matedal9 and equlpmontshall be aPPlfed, _ retained.erected Uaed,cleaned and eond,Uoned in strict accordance w t rs cemmo reenufaclure re edat ons �Il D.All alternates are at the Option of the Builder and shag be al me - l` _ l 1 — _ l U Bundere request,constructed in addition to or in lieu of me -- �I jJ , -I l 7l �1-' '�i �`�I I' I utypical cronsbueaon as,indicated on DrewMgs. .__. i' rl --- LI..1' J 1_ i.L LJ LLl l..11 1 I L E.ARCHITECTURE by SPB LLC is not responsible for any plan di—Panclss. -- i Tt1i T - I ,I �--_- �(ti'I Bander a Homeowne,to.0ew plane before scent of construction. l __ ._ I I CI I -_— -- - i.. I1. — L.1 tJ111- I (l CI _L i_I __ i111 l I I'' - -. --- - 1 _z Ti WJL `J�1: _'t-lei 11 —I❑I�L7 ❑❑❑ I' i; I—I�I❑ ❑❑❑ �� rn REFER TO ACH IRC I' - .i �I ❑❑❑ ❑❑❑ &8TH EDfIION MASSACHOSETTS CODE � I I 1 III I I �-�' r III ! ❑❑❑ ❑❑❑ i �I �0 C5 a U cn M fJ .II LI�. r �ti hlti+ l 41 ! I i�14 ICI ! li +4�y11 Ili Ill vi Q ,a Q l i II III . 'l w' z O Do The�110 MPH EXPOSURE'G°WIND ZONE: Y -I'-f_ 1l III III (I ij III W sed Architectural Drawings are Designed/Engineered,to be l S� Compliance with the Building Code-Referenced ANSI/AF 8 PA 2001 Wood Frame Construction Manual(WFCM)for 1&2 Family Dwellings. --�._ -- p( W cc PROPOSED FRONT ELEVATION i �- -- - o W o ~ �— �I ICI �(I - m J W III f I / wzm. fin I YOB o � � � z cn O oC m LJ --- — "-- �,--- ------ --- ---'---- -I PLAN DATE.10.17-2016 4-IL— II (_. i__ DRAWN BY: SPB I I ' I I— I `^ �. �w� REVISIONS: 1 �1 I r SCALE: NOTED NO UNLESS NOTED I • I; I W Ji 1' CID �I ii 1 — W �, U PROPOSED LEFT ELEVATION , P Al I. E E � U U I^ d Q Vi (Q- ca A -0 Q ! C I— L v @ O ----I Q RS CL co I Ell CC uj a F— ICQ I� �� IIII 1 II III J i o z U,, N U) o 1 ml fl lil IIIG UIIfI'I! I j I_ ul z 6 t- CDIL -A z C3 1I P, - 11 o � a LU LU cc I �I Ell I I II z III�J I li ! I II��I I II II jl�iii I ;\ z PROPOSED REAR ELEVATION vim, w a W a z O ai /•i% \ CC _3 O= Wcc: mom /' \\ U) Yoe w Q �— cn -- _.,_ cn O Q CC �- j-I-I j CU C) � III II ii p I. PLAN DATE:10-17-2016 DRAWN BY: SPB i REVISIONS: SCALE: ,ra°=,,_o.' I.1 UNLESS NOTED I � �I I — � I IIII �lll IIII II I I : II .I : PROPOSED RIGHT ELEVATION ,f { A2 E E ffH V Q axe axs -- Q G35 POST Gas POST G55 2'2'x 5-a 3'-Y ON sTrps TO GRADECD M 6 - P09T. - - - ' ------ 4 L v L SUNROOW 4xa ------------------- -� --------------- �----- -- � cis c i mz i SCREENED DECK j 5 U Ud 'o b SKYLIGHT i PORCH $ �j C U ---- 3 as 4x3 w Q ca Q. POST SLOPE'SLOPE � V 3'Y 2'�i0• { u� 1 2 I I TW2P410 ' TW2P92-2 _ FW 51 SLOPE I FIAT KITCHEN ;; da) it O Z co LIVING i S a GH :' ° � j L) cii rn �. CATHEDML ;___--. ININ Z U o _ hsl (R H " _ /� FIAT+SLOPE owl T U W V v ti N 0(iJll LU 111 F III i � Q:1 � 0 o F . in' I y-vy, TN2@4162 EPSRIry t C2 I I E wa c POST T � � ___ l __ - " NQ ___. T.5 ______ WALL_S' 1lYLINEOFTCEILING POST SEARING Uj CC .. �- I II n Ys 1rr Asa r O cc a — — M.BEDROOM i � ¢ P.R. 4 1a-f512' '` I I i ro 'v y W C I I 0 LLB g Z I----I I _ W POST c S POST 15V 2 DN POST POST P., LULU z G CWC OLLJ J w O } 2 -1 ��y_L I M• cr W Z Q M.BATH g W Y O F— H 5!3"U 'GYPSUM APPLIED O Q (n i_L TOIS AND CELIN6 I"' 0 -t CC Z COMMMM WAL WALON TO LIVING ARE4 O d, CC fY O L�I ..-__. - ....�. IN GARAGE GARAGE U UN N RY OU v 2 m � ��_ �I up a C. 'v PLAN DATE:10-17-2016 B O 8 v I DRAWN BY SPB R m OFFICE "a _____________________________ T__ ------ ----.------I__-___ ._ -------- -__-_-______-___ __- _ ___.._____-__---______-_ __ __ ______--. 4 --' - -""'-"- - '-' REVISIONS: OVEREPOS " ENTRY ° w - SCALE: 1/4°=1'-0" i§ ( UNLESS NOTED @w• e a ■ POST Tw3oaez SS' @-@Im 2'@ T-a Yb' 2'3 4'-2 y/4• d'33/9• @-@' L ' @B @b 117 ta�a V 1711/z 5T-Y PROPOSED FIRST FLOOR PLAN SOFT.2227 A 3 St 1 �i ail 0 0 � U U r) Q c m Q Q U C U� 7 N U U --'-- -------------------- — — ---'--------- -------- -------- '-------------------------- ---------- —------' -------------- -- -- Rf L U o ROOF BELOW Q cu Q L c0 co U J / Q Z CC - -ROAF_BE_LOW - - - - ' 01 W F m cn � � O Z LU W rj) N �O co V Q otf Q ROOF BELOW F- Z Z . 0 co 0 7f�! W LD a �' Fn Fn w W ;OPEN TO BELOW Q Q -----3s.-W.WA _-- ---_- -- i�LL 2381/2 2i2' IT-0 If2' N O SITTING AREA I� W �I m m �a oil i I O j BEDROOM#3 Z O0 ICJ U ¢I o m BEARING WALL PO 2� ST PO CN � ST' S POST w Q W Q m v z.s Q O J } J O W W m J V Qb c_c LLJ m t2-01(2' _ S q ip O W Q f' fn r�2E p z N N O d ~ Q � z BEDROOM#2 i �/� I� 0 =O Q \/ za I U U 7 2 m PLAN DATE:10-17-2016 Es � BATH#1 � � BEDROOM#4 w S vErJr Op DRAWN BY: SPB sp 0o I o i cciCD ---- — — FE7 — ---------------- --------------- ---- REVISIONS: rwzew I ' U CENTER ON GABLE END e R ©F BELO N UNLESS NOTED PNSB62.2 i T46/6' 19.13/S' a,m PROPOSED SECOND FLOOR PLAN 1426 SQ.FT. A4 i 5T-2 91-5 1/2' 8'-0' 16'-0' it'-0' 14'A 1f2' E E 6'-6 114" 6'-21/4' O O _ - ---- -- - -- - B46- - - 1yJ2846 CONT. FOOTING _WALL ;24'XIT ___________ _--------- ° „ I CONICS TEWALLW/MIN 4'-0'BELOW GRADE W/20'X1B' §+ L 0 r , CONT.CONC.FOOTNG q ; 1+ — 70 i m O . ___________________________ i_-______,,v ___________- ---._______ ___- ------------------- ______- 4'x1 IW STRU(TURALTUBE _____-_.___ -m�_______' Q e'n Xtl2•BASE PLATE W/(213/4' ' as _A-37ANCHOR ECLTS p �'f o=-• _4 _ ca o 1 11XIf2"CAPPLATEWI(2)314'BOLT$ � BASEMENT �> ;®, U 3x3'XV FOOTING __ •------- 5#5 EACH WAY BOTTOM STEEI- 12CONCRETE FILLED SONOTUB-41-BELOW _ GRADE SIMPSON ABUBB W/ W8'ANCHOR BOLT o EACH 60NOTUBE I•ev'1 ' CONCRETE FILLED I .-F___-__)N'34d6___. ---------- IT 51/4-X IS LVL BEMA �C^"------- - _ ________________-__-_.________-aa=__ ___ _ _—__ ___ GRACE ON-,6 `® SI EACH HOP BOLT __ __-_-----_ POST .-_ --_--- _-.-__�KET __- - 2 - SONOT11BE4-0"BELOWcc -_-. - L_,°y .. - G. SIIA WWAN _ _ pa wee'. e .... Dc BANCHOROLT WUj EED.MENTOTO E T MINIMUM..SPACING. 9 :___________- ________________________________'_____-__---_____-___P-- ----____--____-__-.______-------____ ___-.___--------------------------------------- co1artl_i GC C9 b - - OZ �Ij N U O U) Ln WASHERSTOBE3%3'xtl4'THICK. T I V (n BOLTS TO BE 6'IT FROM END OF PLATES 7 0) j BASEMENT W 1= z U o w C'3 C �1 I 3,WBP5�1@26 DAYS iN� Il'L - 3/a"AGGREGATE i vl 0 LU (2)#4 REBAR CONT. QI� W 12'-T 11'-Y BA' la'-21/2' , u • (-2#4 Rcc EBAR 3'-0'LENGTH 3T O.0 r, P_OT i5________�$9@ __-__-__ 14 Xt_4V__O_E_A_M _ _ ------ ----- _- �es •41 • �T BEAM , POC =' 2 BASEMENT i BATH a'CONCREI E BLAB w3,000 PSI Q 28 DAYS •°x of - 3/4-AGGREGATE r, al V 7 f J, 16•6, n �` •• • 51W X14'LVL BEAM _ 3 --- -- W O J <> 121 Y4 RE&IR CONT __-- _ _ _ ____ _ _ —� W Q - ----------- _ E-- - - - ---- - -•_-_ ----------- BEAM -------- --------- -_ - [[ J : 'v, - __ ------ -_ -- - - c BEAM _ V POGI�7 i•"I (� ( O W m J (T#5 REBAR CONT. I Ryp l Ip U POCKET - - I,ayy BASEMENT — PI ! = pC w Z m U) Y Q x al _ QF- U) 22'-B VT p w Ib•• a'CONCRETE BLAB 3.ouB Pslp2fi onus !� to O 3!a"AGGREGATE j i ', °•4 TYPICAL FOUNDATION WALL I; I'i ? j`0 00 V m SCALE:11-1'T r f °1 ------ - -- PLAN DATE-10-17-2016 '- B r =• I.`I GARAGE DRAWN BY: SPB REBAR CONT. , UP I °. CONCRETE SLAB wi6m W 1.4%WRE BAVF OVER fi MIL _a________ ______________ -�__L_-_ __�4 r• N MOISTURE BARRIER OVER p BEAM ' ; POCKET (_ 4'GRAVEL FILL. nYP.I tl ° i REVISIONS: EJ_1_ __________________ --- ; . IIw BEAM _ _ _ __ _ ________ •_ a, _ °•( --- ,-f Stla X LVL BEAM- -- - _ _ _ y s a r r I �- -- - -----------tea-- ------------ -- - - - -- -- �.. ce1#4 REBAR DONT. P MECHANICALS SCALE: 1/4"=r-o" t D s C UNLESS NOTED , 101 fir•:--'::r' (2)#S SEW CONT. I a., a o _______ , r _ I• ° I i Ir , _ r ' r TYPICAL GARAGE FOUNDATION WALL ---------------------------=-- - ------------------------ --------------------------------------------- - SCALE:112=1'0' 6'-6" t1'4T B'v - 9-5'IT 1S'-0' 1tlE 12" r1'-0° ( FOUNDATION PLAN si +I I ----_-- P.T.BALASTERS C NO GREATER NOTE:GAURORAII.S FOR • 'THAN I INCHES AP RT !Y DEC KB OR BALCONIES TO BE MIN.3P ABOVE FLOOR '+ CMIIETER E_ HURRICA`:E POST iHflU-0OLTS W!WASHERS, TE6 H2.5A P r III III' III III yXa PT.POST ON S..6 NOTCH WITH O O ___ ___ _ GA POST SEAM MUST BEAR FULLY II MA%IPAUM RUST AMIN 6xe'P.T.PCST. I (n IIII 1 I I I I Ll EPACIN0=840. 11 C. -- GALVFNZED ALUMIOIUM Q C Y m m I (GALVANIZED HOT DIPPED) 2 2X10 P.T.B�MPSUN ABEG6 W/—` -- FLASHING&6'(2) IIII a (21 U7 CARRIAGE BOLTS EUtlERLOK(ry 2a"O.C. m Q ___ I 5/IY ANCHOR BOLT •I -1 EXTERIOR DECK RAIL DETAIL O _ --- _:c'. --- -- -- -y - --- - - - ©EACH SONOTUBE U al rr— _ _ _ _ _ ___ ______� 2=1'-0' _ a lu DECK SECTION DETAIL F SCALE:11— � 2X10 FLOOR JOISTS @ 16"O.C. - -� wll 5 0 r i ► L O co IIII {r� //���� O !6 S _ 6'•v POST aXa POST U __ _ _ GMi P.T.POST Bxfi P.i.POST L;f O m m (D I a O Q> Z 111 - - -- -- \ I Q --1 un I S : Lu O I U) 0 CJ o z ----------- ;. Q Ua m O ___________________ o d ___ ___ _ ____-_______-______-______ - o (3)2X12 P.T.BEAM N $ $ am o ___ __ ___ ___ _ _ ___ ___ ___ ___ EAT,t 13)2Xt 2 P.T.B I� _ m i Bde P.T.POST 6X8 P.T.POST IIII Y Z O I Q — i RS eI � 8 ai � F I - ' • " N I N �€ 2 U - co III ' mm _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I N • __ ___ __ _ _ _ _ _ _ _ ___ __ _ ___ - _: -- --- --- --- --- --- --- - --- --- --- --- - - - Q ' o m� awl ull - U m • : i di. w GABLE END III WALL ABOVE / __ ___ ___ ___ ___ __ ___ ___ ___ ___ __ ___ ___ ___ _ _ _ __ ___ ___ ___ _ _ _ ___ POST —POST 6X6 POST &Y6 .B POST 6X6 POST GABLE END SEE ttO MPH DETAIL I WALLABOVE 2X10"FLO013.-JOISTS @ 16"O.C. r — ► _ ___ ___ -_- -__ _- ___ _ E ___ ___ = --- - E-- ___ _ _ _ _ __ __ __ __ _ - -- SECOND FLOOR FRAMING PLAN m z 01 _ cuj w d m FRAMING NOTES W Q 2 Fn m FLOOR BRACING I" — Lu BLOCKING&CONNECTIONS SHALL BE PROVIDED AT PANEL _ Ste' o w > J EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS = [0 m v a �i. IN THE FIRSTTWOTRUSSOR. PACES CENTER.NAILING w Z BESPACEDATA MAXIMUMaFG TON CENTER.FOR x x Q REQUIREMENTS ARE:EACH END. TO JOIST-2E0 FOR " F COMMON NAILSBAT EACH ENO. �.� �� _ __ ___ __ __ _ _ _ __ _ _ __- _ O(n ^ n H FLOOR SHEATHING FASTENING _1_ It ___ ___ ___ __ ___ _. _. _._______ _ �m� o cr HAILING REQUIREMENTS ARE:3ld•T&G COX PLYWOOD OR EQUAL. Q NAILING TO BE W FOR COMMON NAILS WITH SPACNG AT 6'EDGE/17.FIELD. j j U ^ m WALLS o LOAD SEARING WALLS TO HAVE A MAXIMUM HEIGM OF 10'-0' 4 NON.LCAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF WO O a WALL SPACING TO BE 2Xd WO.c. PLAN DATE:10-17-2016 WALLAT GARAGE DOORS T02X6p IG O.C. _ __ m DRAWN BY: SPB WA S i T HA I(T F WOOD STUDS:LOAD SEARING wAllS O VE AM I H EIG 0 D4 H NON-LOA08EMIN0 WA1L9 TO HAVEAMAtlMUM HEIO EIGHT TOF 9.9' WALL SPACING E O RS 2X60IW . ` W 1'D.C. ALLATGARAGEDO WALLS:XeQ fi 0. STUDS IN GABLE ENO WALLS:AOJACENi G CATHEDRAL CEILINGS - REVISIONS: • a ' DOUBLE OP PI.A S MS SPUCOLENGTH CEILING MAMMA MOR 14.16 ROOF OIAPHRAM. DOUBLE TOP PLATE:SPUCE LENGTH.dFT.MINIMUM WITH 1d.I6tl COMMON NAILS EACH SIDE OF SPLICE WALL OPENINGS:HEADERS TO BE 2X10 WITH 3 FULL HEIGHT STUDS(UNLESS NOTED). EXTERIOR WALL SHEATHING:SHEATHING TYPE TO BE 1l7 NAILED a'OC.EDGESl12'O,C. IN FIELD.SHEATHING(FULL SHEETS)TO SPAN FROM RIM JOISTB/BOTT0M PLATE TO TOP PLATE. SCALE: /4��=�'-0II aQm ROOF OVERHANGS TIEST TO SI 1'PSON LESS. - HURRICANE TIER TO BE 9IMPSON H2.50. �: `-- - --- --- --- -'- "- --- i _ _ - - - _ __ �; UNLESS NOTED RIDGE STROP CONNECTION TOM SIMPSON LSTA15 tl7 CDX PLYWOOD FASTENED WITH SO COMMON NAILS®d EDGE-12'FIELD. GABLE END WALL RAKE W)LOOKOUT BLOCKS TO SEW COMMOM NAILS tI' Q d'EDGEI FIELD. ! BLOCKING TO BE PROVIDED IN FIRST TO MFTEPS/ROOF TRUSSES p 4'-0'O.C.. t 2X10 FLOOR JOISTS @ 16"O.C. FIRST FLOOR FRAMING PLAN S2 ttl i U U .4Xfi POST Q C (!3 CCS Q LL � I o U L 4LA o 31l2"X14"LVL RIDGE ��� v O U y Q L CO to U II _-.. -__. nXfi POST I ___ __-__-_: , LL1 J Q 00 cn co --- ul'I O Z i j cv 31,Y X14"LVL RIDGE O Uh ¢ V co LU (Z3 O !a / fit Q U) Q' W 0 tr 5 1/4"X 11 1/4"LVL SEAM r r ri y rr r, m ,r r �I 2x12 Rm , R RIN WAL x _ _______ Lu m• uj n m f - v �_ [QQ� C0 Z LU a W Qcr G 2X12 HIP _ __ _ ___ ___ ___ __ N O LLI m C m cc _ cA Y O I— ___ __ o z '' cn O d" rc cc00 U vim - - -- - PLAN DATE:10-17-2016 E o DRAWN BY: SPB Li LVL BEAM1! 2X12 RIDGE 312"X 1d LVL SEAM fiXfi POST REVISIONS: X12 RIDGE SCALE: 1/4"=1'-0" ;I a - -- -- -- -- --- -- --- ---I--- UNLESS NOTED 2X10 RAFTERS/CEILING JOISTS @ 16"O.C. I ROOF/CEILING FRAMING PLAN S3 I 1 RIDGE VENT 2%12 RIDGE 2XIoRAFTERS _......__. 2X,2 RIDGE - I ljY CDX ROOF SHEATHING O ,' HURRICANE TIES H25A — _ 2 /2'CD%ROCF SHEATHING `s 2%9 TIES lu O.C. *`z —� 0- �tG ! 2x TIES(g 16'0.. 2%to RAI"JERS V i U) co 2%6 TIES L+IS'O.C, v 1 • 1 -,•.`'., \, } _12 HURRICANE TIES H2.SA ' ! HURRICANE TIES 112.5A /'% •~^+. ^^�/I � '� HURRICANE TIES 112.5A i.JL +' HURRICANC TES H2 SA \� Top of PlalP i� 2X10 CEILING JOI5TS,li�7j'� l+' 1 ,r +i \ToP of Plate Top of Plated _t2Xi0 CEILING JOISTS I%35ifLYPPINO Rab n'.I W../1/�Pi_'t oGY OPSGUM I u-I-I-11j -I- 1I I I/1 1 13 STiRAPPIN G \t 31/2' 19 HEATER -- --,_ UNLESS NOTED ' 1 Ld v (.LUNIE.SS NOTED H i-iI r Q bIBEDROOM#2 - BATH#2 BEDROOM#4 sl a HURRICANE TIES F25A ml _� a BATH#1 SITTING AREA ^UI L) 1 2XIG RAFTERS -- dcz %u Top I-CIIat' I 12 _5 b T al Plate - o SubJlvar�-y1II' -- FLCO1R6 SHEATHING T&G Tp Or FLOORSHEAIINO FLOOR JOISTS ;2XIDFOORJOSTS TOP,o Plah- X10FOORJOIBTS Top iPl le \ 32XRTM 51aX114' t351RAPMING @-- _-_-_ 1X3GTAPIN 51/ BEAM fI LVL BEAM - - . COVERED ENTRY STAIRSBEYONO F Q OFFICE ENTRY GARAGE UJ n pg Z G I 3W T&G _ - al Suplloor __• FLOOR sHE,,THING �I c G Go 6 - 111 FLOOR SHEATHING - Too-.. = E 00 rapm&m11ow J� .�. «� I TI.J,o1 Frn/eealmn - ..... ._.— .. _ I O Z N - _ _)i;;iS U z LLB r a•CANCRFTF SI AP , Top Ot Fou — ' )•, ( n0aticn � I.Y! `. y)5lla 1a'�,+ „%fl30;() ;.-51/9 1a U / �li � ¢ a) (, �,L J' /2%10 FLOOR JOISTS LVL BEAM LVL BEAM I V FI Q 0 U m I"Id z (ZIP O IrrI.�Jvv" + STAIRSPEYOND -r_+ f �! U.1 `' CL LU b V7 Q LU 41 fe BASEMENT = BASEMENT Lij ....... IC CRETE SLAB `'I TEE of Fa0tin6 .:' - -- SECTION B SECTION A 31+2'X 14'LVL RIDGE 3I/2'%13'LVL RIDGE - cr� Z �D 2%4TES(.1G OC. _ Q /z` —RAPIERS LU Q U X9TESc-16'O.G"��" F TIN - -- IZGD%ROOF SHEATHING w LLI O U) MIDRAFTERS MATCH TO WD `` 2 _-! ..r,J(.,. FLOOR CEILING HT. '!T CI) LLI ' O Ltd —j 12_ .'J' �- t1 J� f I JJ - m Z Q I��;�, / 1X3STRAPPIN0 R39 V r/ O LU Q 0 1;16'O.C. STPAFINNG W/1;2'GYPSUM HURRICANE TIES H2.5A HURRICANE TIES H2.5A / 01d C.C. T HURRICANETIESH25A ,�L, HURRICANE TIES H_.SA ® co Z 1' W/112'GWSUM q�g i i),� HURRICANE TIES IF— I I U J coO 0 cQ Q TOF CI Piam__ I'i� TOP OI PIate I Vir`, 2)c.LiU(iJ(2XID CEiIING JOISTS i)CJ J) 't\J5 TOP of Plate co N)—HEA HEADER DER (3) NOTED I UNLESS NOTED R PLAN DATE:10-17-2016 (312%R bl SUNROOM SCREENED PORCI I LIVING ROOM KITCHEN b DRAWN BY: SPB 1 DECK w DINING I 2%b WALL(DBLE.TOP PIATE �'1G O.G,w/I/2 LP WALL REVISIONS: FLOOR h I EXT.SHEATHING APPLIED VERT(ALLY. 3'9'T&O M Top of Sub_ - FLOOR SHEATHING I EO1— / I 1/2-GWSUM W/R 21 MIN.INSULATION. FG TD SUMI FLOOR SHEATHING - TOD OI SubgoaT b 2910 P.T.JOISTS TOP ah Feun0elbn --- �— TaPolFou+gati- --- 2% P. 2%ta FLOOR JOISTS 1D T.JOISTS Ran 2X16 FLOOR JOISTS SCALE: 1/4"=1'0" (211201AMETEP TiRU 60LTS W/AR FUYYASHERS. I 91/a X 16 LVL BEAM UNLESS NOTED BEAM MUST BELLY ON 6'%e'NOTCH WITH I A MIN 6'X6"P.T.FOST, 3UIDP.T.BEAM L H fi%6 P.T.POST 6%6 P.T.POST BASEMENT BASEMENT Top of Szb 4•CONCRETE SLAB mI .. .. .. .... .. __...... .. .. .... 4'CONCRETE SLAB Tojof Footing SIMPSON AW66 W 5'�.ANCHOR BUT I EACH 5GNOTUBE t 1oNo'REI-.fSEL. SECTION C SONOTUBE 4'4'BELOW GRADE ON 26'J6 SECTIOND BGFOOT FOOTING. l ZONING CODE LOT COVERAGE NOTES A GRE POD r Po o)oND ON oND) • ' • \ PROPOSED CODE REQUIREMENT 'EAT p EXISTING GREAT Zp�6� e�PcN \ UPLAND AREA 60,900t S.F. 60,900t S.F. / (A �9�.,' - , EDGE OF WATrJ� ::. ..• :: R - \ C,y BY STRUCTURES 2% 6% 20% (240-91 H.(1)(b)[1]) P E 2% 12% 15% 240-36 G. 3 <v (SEPTEMBER 2016) OF %' N p BY IMPERVIOUS ( - ) a^� PROPERTY LINE • EpGE ,..- 5 A - ,kill q NATURAL (UPLAND) 87% 64% 30% (240 36 G.�4)� INLAND BANK -._. _ _ _ , - • . �- - .i, � � �4> �� � ••"�•'• HOMES � • \ I ti^ tiV '�kfer LOCUS BVW-2� q PARCEL 4 ss ROB 3.0f ACRES s. (1.4f ACRES UPLAND 1.6f ACRES WETLAND) PROPERTY LINE � W - \ F z 01, INLAND BANK i - `\ "' POND \dII _ \ LOCUS MAP NOT TO SCALE ��, EDGE OF WEND S28' 47' 18gg"44W 4/0 AL111 \ R=260.00' R , \ =47.45' L=55.69' 240.61' OBSERVATION BVW-3 \ S81° 41' 13"W WELL y I I \ KEYMAP \ SCALE: 1" = 80' WAKEBY ROAD i BVW-4 \ O BVW-5 PARCEL 4 61 OBSERVATION \ z� ®.WELL O IuO . e1Q 9.0 �, OF. �;.• 156,G0� ' • S 52 F` LEGEND �`�'" ` °• � °i'' o �O• �P tv.� 9� \ PARCEL 1 r UTILITY POLE `� SAP PROPOSED fi ' \ 100' SETBACK LINE SUSAN E./LIPOF TR. BOUND ■ STAIRS \ FROM WETLAND All, CATCH BASIN ® / PROPOSED 2' D/AM. DRYWF'LL ¢ WITH 2' OF STONE ALL TEST PIT BORDERING : .� -'A ` ac VEGETATED �J \ AROUND (TYPICAL OF 3) EDGE OF EXISTING ' z WATER SERVICE 'I? WETLAND 'l'' BVW-7 : 0 6J / ROADWAY PAVEMENT HYDRANT UNDISTfJRBED \ o 50' M/N}- ,.,-o\ o PROPOSED SOIL ABSORP710N SYSTEM (MEET EXISTING) 6 FT (MIN) WATER LINE -W BUFFER , sb` , 8 \ 2ryo a I . v �6p , '`a,� N. �, 7 sus• (EFFEC171/E SIZE = 12.8 x33.5 x2 ���C- 3 RISE' SIGN - I . 61' ---- �/ o- p/'�' �ti d`� SURFACE VENT TO BE / EXISTING PAVEMENT 3 Fr WETLAND FLAG 0 BVW-# x - o- �'� -o , O�- _N -- `�' \ DETERMINED /N THE FIELD (SLOPE VARIES) 16 EXISTING WETLAND � , , ,�i�, � ✓� �0 5� / '� `� �i,4 Q ��'�° -- ------ •5 I P0540 /',Q' APPROXIMATE LOCATION ��" 0 ix82.50 EDGE OF CLEARING "^' „` 6- PR�RA e, \- �9 0 f a \ OF EXISTING 12" WATER �� LIMIT OF WORK •••••••••••• CONTRACTOR SHALL INSTALL ,,_ s t 5 E• / - 8O`J MAIN OVERHEAD WIRE of B19-DEGRADABLE EROSION CONTROL - ha s- 2 F f' 1� 0P PGA y0,� \ -, BLANKET ON GRADES J. 1 OR STEEPER. ill y%1G �gG o- ��,• �V PROPOSED SPOT GRADE 82.2x BVW-8 1.V E• 1y \ 0 �� PROPOSED BITUMINOUS EXISTING SPOT GRADE 82.9 i" °�� TP1b•s G• / QJ CONCRETE DRIVEWAY PROPOSED GRADE 76 / o `O TP1 .�o� \3�'�� DRIVEWAY BERM 's• 1R� 5-HOLE s / EXISTING GRADE -76 ! ppYR i / l= PROPOSED RETAINING l \'• �� NOT TO SCALE FLOOD E X5 i i, WALL (BY OTHERS) :• co 5 oso D-BOX �♦ 0 ��1• \ 03`��p N 5- FEM i p ZON x BVw-9 2 �. k s 2.5 ,� A FEMA NO PARCEL 4 � •° ^0 �' 1 ��' o i♦,T�p2 b i o a � Q82.7LOCUS 8Vw-10 TP2a �, 2.8 1D ---N--O---T-I-CE b I- -- _ BENCHMARK. Unless and until such time as the original (red) stamp of he BVW-11 �O . ' w c��,v '�• responsible Professional Engineer, or Professional Land Surveyor EOG� �� I O `� "STOP" • CB/NAIL FOUND f appears on this plan: STRIPOUT NOTE. ^�° ELEV. = 82.50 • NO BV`IV-12 � � � ��� I � � • (A) no person or persons, including any municipal or other PROPOSED � 500 GALLON .2 9 public officials, may relyupon the information contained herein; and THE CONTRACTOR SHALL EXCAVATE 5 FT. ALL ,,, 52 SEPTIC TANK (H-20) �� y p AROUND THE LEACHING FACILITY AND DOWN TO THE wF,13 • 54 \ ' / \/ � I` tit (B) this plan remains the property of Holmes & McGrath, Inc. SAND LAYER (5 f), REMOVE AND DISPOSE ALL _ . ""� ss ° ° y `� Y 82s UNSUITABLE MATERIAL AND REPLACE WITH CLEAN - �- �' � WA cBaslN 11/30/16 REVISE LIMIT OF WORK RLR GRANULAR SAND CONFORMING WITH THE __--- CONTRACTOR SHALL VL�R/FY THE LOCA T/ON of °.••' ►74., Q���// �s oR�`� RESET A RIM TO BE ----- EX15 MO�p R=82.3 RESET AS NEEDED REM UNAUTH RI ED FLOATS SPECIFICATIONS SET FORTH IN 310 CMR 15.255 3 . THE EX/STING WATER SERVICE. PROPOSED NEW 1" _ ! o P TO :,,, + 11/28/16 ADD EROSION CONTROL BLANKET NOTE RLR MBM ( ) WATER SERVICE TO BE SLEEVED IN ACCORDANCE _ / °: ----- DATE DESCRIPTION Drawn hecked WITH 777LE 5 /F LOCA TE•D WI TN/N 10' OF ANY 76 �, '�� : r 6°' "' ." of �'� '� , �y PROPOSED DRIVEWAY i SEWAGE DISPOSAL SYSTEM COMPONENT. �,� `' 8�, g 'S`1� BERMEO (SEE DETAIL) V O 78 �v� vi �. E 83.4 S' Y M. R E V I S 1 0 N S � r l / •. ro UP 75-61 � TirnolN�s cl PROPOSED SOIL ABSORPTION SYSTEM ,,. NOTES RESERVE AREA (12.8x33.5x2) 810 o ° ' •5-s1A EXISTING GARAGE •� `+ p78 PLAN ° =own 0 ;1 ° • 83.2 TO BE RAZED "STOP" `� A A°avt � w� • - ° - - , •zF. �{sue%;�; OF PROPOSED SEWAGE DISPOSAL SYSTEM 1. BUILDING NUMBER: 464 WAKEBY ROAD 76_`EXISTING HOUSE AND .� • ••••••••• ••••••• ��� °�' Fss,or,^`� ' PREPARED FOR EX/S11NG S£PlIC SY51FM TO APPURTENANCES 1 2. ASSESSOR'S NUMBER: 028-005 BE PUMPED DRY /F NEEDED, CB/DI 3. ZONING DISTRICT: RF FILLED /N W1TY CLEAN SAND_coNcRETEl�a�- TO BE RAZED 82 ND ��,Po+�P WAKEBY ROAD 464 REALTY TRUST 4. FLOOD HAZARD ZONES: X & X (500 YEAR) AND ABANDONED /N PLACE. R C74 85 ao S81° 4-�3"W oPQQ � FOR PARCEL 4, #464 WAKEBY ROAD 5. BENCHMARK: AS SHOWN LIMIT OF WORK IN 6. TOPOGRAPHIC INFORMATION BASED ON AN 115-50 'HIDD `- APPROXIMATE LOCATION MARSTONS MILLS BARNSTABLE, MA ON GROUND INSTRUMENT SURVEY 84 �D�IVE EDGE OF PAVEMENT PROPOSED CATCH BASIN OF EXISTING 1 WATER MAP 028 PARCEL 005 7. ELEVATIONS SHOWN ARE BASED THE NORTH RIM EL. = 79.JO SERVICE / �MENT -7 . Y RO AD INV OUT = 75.80. / EDGE OF GRAPHIC SCALE SCALE: 1" = 20' DATE. OCT. 31, 2016 AMERICAN VERTICAL DATUM OF 1988. (NAVD88) WAKES PUBLIC) lo" HOPE 28 L.F. s=2X holmes and mC rCttll inc. 40 4f 20 10 0 20 60 8. REFERENCE. PL BK 225 PG 151 DD BK 15578 PG.92 ( WISE MENT �4 civil engineers and Ian surveyors 9. THE LOT IS IN GP GROUNDWATER PROTECTION OVERLAY DISTRICT EDGE OF PAS APPROXIMATE LOCATION OF m� PROPOSED 6 D/AM. 4 DEEP LEACHING P/T W!'TN 4 OF __ 205 Worcester court, suite A4 18) 8 548-3564(PHONE) 10. THE LOT IS IN WP WELLHEAD PROTECTION OVERLAY DISTRICT EXISTIING 12" WATER MAIN ho STONE ALL AROUND. ( IN F' ;► falmouth, ma. 02540 548-9672 FAX ry , 11. THIS LOT IS LOCATED IN A D.E.P. APPROVED ZONE II "STOP.4 Co 1 inch = 20 ft. DRAWN: PJR, LAC CHECKED: RLR, MBM 12. THIS LOT IS LOCATED IN A N.H.E.S.D. PRIORITY & ESTIMATED / o� H\HARBORHOMES\216202 WAKEBY iRD\DWG\216202WS_C3D.DWG JOB N0: 21621719 DWG. NO.: 88-6-32B SHEET 1 OF 2 F]hfsh grade above and adjacent to sAtem shall slope awoy at a m/n. of 2Z SOIL TEST — PERC. 5 DEEP OBSERVATION HOLE LOG NO. 1 A & 1 B 4" d1am. cost Iron or Schedule 40 PVC poe (tight lolnts). SCREEN SCREEN ACCESS COVER TO GRADE OTHER 85 20'min. distance (buffding to edge of leaching s)stem) SHALL BE SECURED TO Date of soil test: 19/15/2016 #1 A #1 A l B #1 B SOIL SOIL TEXTURE SOIL COLOR SOIL (S7111 IIIRM UNAUTHORIZED ACCESS 4" PVC VENT PIPE Test taken by. L. CARREIRO DEPTH ELEV. DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING MONM 10' min. distance 4" PVC VENT PIPE z Results witnessed by. D. STANTON � ' z GRAVEL) First Floor ---- -- 2-Removable covers within WITH SCREEN Percolation rate: 2 MIN./IN. 0" 69.4 0" 69.4 From Foundation • Elev.=81.1 6 of finished grade Proposed D-box with Access Holes in Tank to p ►� Ground water NONE ENCOUNTERED 24 L.F. 4" PVC A 24" H Diameter access manhole within ;,� 2" layer of J" to 0"-f0" 68 6 0A 9" 68.7 O A E SAND if s-0.02 MIN. 6 of finished grade washed stone or FINISHED GRADE SINGLE GRAIN, LOOSE, 4" SCH.40 80 PVC .PIPE . . . . . . . . . . . . . . . . PAD PA`VEWAY xso.ot filter fabric 1 = " - x79:5f x79at --.. •► " 8 6 2OX GRAVEL x79.1t PROPOSED GROUND SURFACE F � F[: PITCH SINGLE GRAIN, LOOSE, 39=1 0" 59.4 7'-1 0" 59.4 C ME /UM AND 2.5 Y 6 4 5X GRAVEL • 3'MAX. 4" perforated PVC vent 4" PVC VENT PIPE MANIFOLD 8 L.F. 4" PVC 4" PVC Pipe CLEAN BACKFILL 1'MIN. - - ---- s=0.02 2' ( 24 L.F. s=0.01 MIN. Elev.=77.Of pipe installed in stone. VENT PIPE DETAIL_ Liu/d Lev�sl level , r ** NO GROUNDWATER ENCOUNTERED ,.k. :. . o a " �•-` ,� '`_=N`."'?`t o 0 0 - ` 4,•;,•: � NOT TO SCALE 75 '' �. 4 PVC LA TERAL;h;.:•.; :' = i ,_, :::,_,..a a.j 1,500 Gallon Septic Tank 6",la of. eI. LENGTH VAR/ES "•�`-"'�"-� '�i p C C3 �_s �j_ ., Elev.=75.0 (H-20 LOADING) ^ 1 o Elev.-74.00 DEEP OBSERVATION HOLE LOG N0. 2A & 2B tp crushed , . * I compacted ��=• ��``''' SOIL SOIL TEXTURE SOIL COLOR SOIL 51RUCN Design tion ^ stone ^ 4_ :�:' >� STRIPOUT NOTE: #2A #2A #2B #28 OTHER I) II ,.':;•': .:"'. THE CONTRACTOR SHALL EXCAVATE 5 FT. ALL ( RES, R. B Others II II II of " to 1 " 'l:'=}:' ''t:"=�;;` AROUND THE LEACHING FACILITY AND DOWN TO THE DEPTH ELEV. DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING BOIAOF�S ��n: ;r .•;•a •� .a. •: i•� .�.iw.r:.Zr.- ,ate.• r y `� � a� double washed d SAND LAYER (5 t), REMOVE AND DISPOSE ALL �, xGRAVEL)6"L4 YER OF CRUSHED COMPACTED STONE stone all around h ="" N UNSUITABLE MATERIAL AND REPLACE WITH CLEAN 0" 78.7 0" 78.7 m a chamber `'_'`•"' GRANULAR SAND CONFORMING WITH THE 70 . . . . . . . . . . . . SPECIFICATIONS SET FORTH IN 310 CMR 15.255 (3). " " ,. ,. NOTE PER HEALTH AGENT: 0 -37 75.6 0 -40 75.4 F/LL THE CONTRACTOR SHALL EXCAVATE 4' BELOW THE BOTTOM Elev. = 68.7 " " SINGLE GRAIN, LOOSE, OF THE LEACHING FACIUTY TO ENSURE THAT THE SOIL IS 37 - 0 - 6 C M / M SAND 2.5 Y NONE SAND WITH A PERCOLATION RATE OF 5 MIN./INCH OR LESS. CONTACT ENGINEER TO WITNESS THE PERC TEST. Groundwater Elev. = 50t Proposed 24' 8' VAR/ES 500 Gallon Chamber From Town Groundwater Table Maps ** NO GROUND WA TER ENCOUNTERED Foun do tlon Sep tic Tank D-Box 85 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEPTIC PROFILE SCALF: 1/4" _ �' DESIGN CRITERIA Number of bedrooms 4 Equivalent to 110 gal.'s/day Garbage disposal unit: NO Leaching area - capacity required: 440 gal.'s/day .. •• f : _ 12.83' 4 ft. of i" to 1i"double Side area proposed: 185 sq. ft. INSTALL POLYLOK FLOW EQUAUZERS 4" KNOCKOUT washed stone all around ON ALL OUTLET PIPES :+ 4.83 chamber Bottom area proposed: 430 sq. ft. 4 4 Total area proposed: 615 sq. ft. CONCRETE COVER --2" layer of " to Proposed leaching capacity. 455 gal.'s/day 1s" o O C3 double washed stone Nitrogen Sensitive Area Flow Limitation 310 CMR 15.214: ALL OUTLET PIPES FROM THE " " C3 C3 p Lot upland area = 60,900 square feet DISTRIBUTION BOX SHALL BE 20 DIAMETER C2 C3 0 or filter fabric P 5 - 5" OUTLET •"'" 4" KNOCKOUT — 4" KNOCKOUT C3 o Flow Limit = 440 gpd/40,000 sf x 60,900 = 670 gpd SET LEVEL FOR AT LEAST 2 FT. '•'r' KNOCKOUTS INSPECTION Water supply. TOWN 4" COVER 500 GALLON CHAMBER 4" Perforated PVC vent Precast concrete units: H-20 loading design INLET pipe installed in stone. ;• ��` OUTLET � , SCALE: 1/4" = 1' j -- 20" ;1 22" 4" KNOCKOUT �� '• " 11" .� • ,4.• i fir• • ,. ADJUST GRADE WITH BRICK TO SET -- COVER TO 6" FROM FINISHED GRADE ALL WALLS ARE 3 THICK WHEN SET SET TO FINISHED GRADE 24" 3" 4 WHEN INSTALLED WITHIN PAVED LEBARON FOUNDARY MODEL PLAN SECTION CROSS—SECTION 8 - 4" AREAS. LA-266 FRAME AND COVER OR .,� ;;. •. LOAM & SEED EQUAL. COVER SHALL DISPLAY 17 DRAIN IN 3 LETTERS 5 HOLE DISTRIBUTION BOX (H-20) ® ® ® ® ® ® ® O ® _ GENERAL NOTES NOT TO SCALE (H-20 LOADING) ® ® ® ® ® ® ® ® , ,:; ) change to this system shall be made unless ® ® ® ® ® ® t. 1 No chan less .: N ® ® ® iv .,. '.QhDI�IARIf•BQRR�; �•�. " ��''� .:i~ , v 5--•� �•--T. ' ' .'_ . ' ' approved in writing by holmes and mcgrath, inc. ® ® ® ® ® ® ® ''` f REC�A$T:CONCRE R!$ERs 24" ..�.OI�QIyARY'BQRRQVI(, _ 2) Subject to inspection during construction by the ® ® ® ® ® ® ® ® `' �( ) `' .: ' r. _� DIA. _ :} . FILTER CLOTH Board of Health and holmes an d mcgrath, Inc. 8' - 6" 4' - 10" gr DRAIN PIPE 166 op 3) Heavy construction equipment shall not travel 8" 2$ over disposal system during or after construction. TYPICAL 00 O G J.3/4" TO 1-1/2 NON-SHRINK ���,. aac� 4) Disposal system to be constructed in accordance SCALE: 1/2" = 1' (H-20 LOADING) bU6LE WASHE MORTAR Nos° z r with Title 5 of the State Environmental Code. �a I o§a� 5) A copy of these plans must be kept on the site I2-20" Diameter Access Holes _ I 4' DEEP 1WW66 during the time of construction. a� i N 3" �W� 6 A co of these plans must be furnished to the pp I I z Z�F ) PY b W — contractor constructing the disposal 9 po system. 6' DIA1M. v g R c 7 Before backfill in , 1 1 � OUTLET ALL ACCESS MANHOLE COVERS FOR ) g the contractor shall notify INLET zzo Agent to inspect the system as constructed. SEPTIC TANK, DISTRIBUTION BOX, 8 If the contractor encounters an variation between / Middle access cover / AND LEACHING STRUCTURE SET MORE ) . , y THAN 6 BELOW FINISHED GRADE, the existing conditions shown on the plan and the ( 1 8" diameter minimum SHALL BE RAISED TO WITHIN 6" OF ."� T Y conditions encountered on the site, or an soil FINISHED GRADE. NOT TO SCALE condition different than shown on the soil log, or I I �� I STEEL REINFORCED PRECAST CONCRETE ' - a -.r FRAME & COVER any adverse soil, the contractor shall immediately r •° Q OVER "TS" contact holmes and mcgrath, inc. Holmes and FRAME AND GRATE PLAN VIEW 8" MIN. mcgrath, inc. will examine the soil condition and report to the owner any suggested revisions. —PRECAST CONCRETE ° TANK RISER Jf BRICKS MAY BE USED FOR " REMOVABLE COVERS 6" RAT : .48 FRAME TO BESET IN. A 6 22 f1 GRADE FULL BED OF MORTAR. XQT� N SQUARE OPENING ' • Unless and until such time as the original (red) stamp of the •, a . ° a 4 e 6„ d ; raspanaible Professional Engineer. ar Professional Land Surveyor 4 a - a '.4 m ' 48"f1" DIA. appears on this plan: 3 min. clearance required _ INLET "T" — (A) no person or persons, Including any municipal or other N ' public officials. may rely upon the information contained herein; and INLET 2" min. inlet to outlet E d NON-SHRINK GROUT 4" LOAM & SEED (B) this Plan remains the property of Holmes & McGrath, Inc. .0 ?A a OUTLET _ a 4 ,, FINISHED GRADE Liquid level p p N !�\R6\ \,�\��\,�\,�\�����\��\��\��\.�\� ,�\�� ��\.�\.����\% DATE DESCRIPTION Drawn hecked GAS TRAP ' ' 6 -0 " ° 5'-0" z 10 DRAIN PIPE _ _, • ,;s , :QROl11VA}�Y'�012iow `' y :."'• ' Z. F R E V I S I 0 N S " ° R p N- ` N " FILTER CLOTH~(typ. - 14 MIN. F-0� , .:V ,'' z 3 c� =moo a :: :: :}- :,.°,.._ , W CONSTRUCTION DETAILS 64 4'-0" min. 4'-0" min. a Q Z w w� :.;'.�•� • �� ° d =N ° es DRAIN PIPE o o OF PROPOSED SEWAGE DISPOSAL SYSTEM Liauid depth TUF-,nTE Q Liquid depth 0,1 FROM ROOF RUNOFF y < PREPARED FOR GAS BAFFLE ir) 5" 12" PROVIDE "V" OPENINGS d MIN. z N " .. NiON-SHRINK - <- .� - miRiEzz WAKEBY ROAD 464 REALTY TRUST 3/4 TO 1-1/2"'.. MIORTAR 3 4 TO 1-1�/2 W ,ao FOR PARCEL 4 #464 WAKEBY ROAD a BITUMINOUS JOINT SEALANT (TYP.) WASHFi_D CRUSH 8 2' DEEP a WA„HEi�` y 0. �- ' a i� MONOLITHIC BASE -STONE �` , STD :)C—9 IN d. Gal • . ..• - d 6" ,C C .• 4 d •� .. ° 4 2' DIA. OP a MARSTONS MILLS BARNSTABLE, MA " ,. STEEL REINFORCED _ , � �, � � 10'-0" 5 - 2 �'� ;: CONCRETE 4000 PSI 28 DAYS x �` �zF SET ON z z can SCALE: AS SHOWN DATE: OCT. 31, 2016 UNDISTURBED BASE '� �a[5 W UNDISTf4lRBED BASE holmes and mcgrath,ra th inc. CROSS—SECTION END—SECTION �NM�� 9 � g Pp��L- :,. TYPICAL DRYWELL civil engineers an.d land surveyors 0 LIZA{3DI-RIVERA TYPICAL 1 .500 GALLON SEPTIC TANK TYPICAL SOLID CATCH BASIN NOT TO SCALE 205 Worcester court, suite A4 �508) 548-3564(PHONE) C!".IL r d SCALE: 1" = 2' (H-20 LOADING) SCALE: �,� - 1 Falmouth, ma. 02540 508 548-9672 FAX r DRAWN: LAC CHECKED: H\HA1R1 8;RH0MES\,\2162�2 WAKEBY RD\DWG 216202WS_u3D.DWkG7 JOB NO: 216202 DWG. NO.: 88-6-32B SHEE 2 of 2