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HomeMy WebLinkAbout0011 CROSBY CIRCLE - Health 11 CROSBY CIRCLE CENTERVILLE A = 188 - 65 - 113 5 M5�tD] KEEPING YOU ORGANIZED No. 12534 2-153LOR 5 AU AIST NABIE MW.RECYCU2D IN0ITE5TryR1El CONTENT 10°!0 CertfiedR6erSoureinp POST-CONSUMERS www.sripmgmm.org M012M MADE INUSA GET ORGANIZED AT SMM-COM IYY "p 1_0113� No. 2D Fee v THE COMMONWEALTH OF MASSACHUSETTS Entered in com- ut : __­_ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pphtation for Misposal 6pstem Construction permit Application for a Permit to Construct()f4- Repair( ) Upgrade( ) Abandon( ) 2<omplete System ❑Individual Components Location Address or Lot No. C r0 Y O ner' N e,Address and Tel.No. 5by.Q4't•Z?�1 Assessor's Map/Parcel worm Installer's Name,Address,and Tel.N,o`._`�y�Q Gwynto Designer's Name,Address,and Tel.No. YAW'57�71t1►1�U7 e W u-Y 3--p3 rvlaw� s�, ,�si�✓ 1 rpe of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Kt No.of Persons Showers( ) Cafeteria( ) Other Fixtures Iv 1h Design Flow(min.required) ��0 gpd Design flow provided gpd Plan Date Z?j I Number of sheets t Revision Date 3 Title Size of Septic Tank Type of S.A.S. Description of Soil Nature oj Repairs or Alterations(Answer when applicable) Iwbutt1 �Jo e7 0 Date last inspected: "(A`I Lt Agreement: The undersigned agrees to ensure the construction and maintenance described on-site sewage disposal system in accordance with the provisions of Title 5 of tk t a ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board o . Sign Date Application Approved by t Date Application Disapproved by Date for the following reasons Permit No. JAI! o*M Date Issued r j3 No. t C) i-1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in compu r: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pplicatlon for MIsposal ,6pstem Construction permit Application for a Permit to Construct(X-) Repair( ) Upgrade( ) Abandon( ) []'Complete System ❑Individual Components Location Address or Lot No. CI v dt O1wner's Name,Address andand Tel.No. ­J`� 14jrJec P,NII-�`� Assessor'sMap/Parcel I �{ �S ,• i�0 ox 5 F✓ F'r�' i vy,^A Installer's e,AddLrejss,and Tel.No. ;U N[F CCU f)(fni5 Designer's Name,Address,and Tel.No. �i ��~ 3C k`�`�c��'i�%�•t� Y'f}, !i ��i 112� _ `� b 2�t 1 1.�� I�"-�ry v�Gt�,n �rJ , 1',vFv`�'S�'`-✓ Type of Buildin Dwelling`ri�No.of Bedrooms Lot Size `j(' sq.ft. Garbage Grinder( ) Other ' Type of Building, �o w i1 q No.of Persons ,. Showers( ) Cafeteria( ) z I Other Fixtures !A Design Flow(min.required) gpd Design flow provided p d 47 Plan Date ', Z�j I Number of sheets Revision Date U Z vJ Title Size of Septic Tank F} (,4,<<� Type of S.A.S. 2 Description of Soil li(F ( i Gt y1 Nat re of Repairs or Alterations(Answer when applicable) 6'�� n!` l l rm�if��-�v� . .-LA F k I #j 4� "`✓✓✓ fir' 44 Date last inspected: Agreement: k The undersigned agrees to ensure the construction and maintenance�o�f_the.afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the nvironmp tial' odes and not to place the system in operation until a Certificate of Compliance has been issued b this Board o e It�. P Y Sign 1. Date Application Approved by ° Date ; Application Disapproved by Date for the following reasons I Permit No. 1,0 - 0 E Date Issued f i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance T P •p "" .. MS'IS TO CERTIFY,that the On-site Sewage Disposal system Constructed'(_. Repaired( ) Upgraded( ) Abandoned( by _ at /i Crl.`>JL/ frl(1 f^i/1`f''�V t�� has been constructed in accordance I � with the provisions of Title 5 and the for Disposal System Construction Permit No. tali-('ZI dated 211 Installer c`1 C C �Cv,V)o J+ 5 Designer #bedrooms Aprystem i a 0 gpd The issuance of this permit �11 n�e pnstrued as a guarantee that thel ct n i d.Date (, Ins -------------------------------------------------------------------------------------------------------------- ------------------------ No. d[7` o1( Fee lam" THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit . Permission is hereby granted to Construct( ) C ((Repair( )) Upgrade( ) Abandon( ) System located at J r /vj bt. /UA r o., 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. 14 Provided:Construction must b completed within three years of the date of this permit. Date I a Approved by �� f C� No. C��/ ' r 'p' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9pplication for MispoBal *pstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. G.42ZS �c-(,16' Owner's Name,Address,and Tel.No. $. K-I to.-I- 73"CIV- V\Q Lta A04S Assessor's Map/Parcel $' to 15 R,Q. AI GE Installer's Name,Address,_and,Tel.No. 5b 8. 4Z0. Designer's Name,Address,and Tel.No. �� 1 45 1 Type of Building: IL.-,F,MA ,MA~Gr]2(o3 1 Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building cp�_� No.of Persons 2 Showers( ) Cafeteria( ) Other Fixtures_t4 P Design Flow(min.required) ' 3p gpd Design flow provided +!S-S gpd Plan Date—) - 24LD Number of sheets I Revision Date 157- is` 174 Title St-r1✓ Size of Septic Tank EEZ30 ,jAo,.- _ Type of S.A.S. Description of Soil <zLk� 4 Nature of Repairs or Alterations(Answer when a plicable) ST,Ac �, 14-1 � J �- pe i� Date last inspected: = (o 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 B Health. ed22 Date Application Approved by Date j� 31 l Application Disapproved by Date for the following reasons Permit No. �� —G� / 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 at I` has been constructed in accordance with the pr i s o Tie an he posal System Construction Permit No. I?-0a I dated .5 1,6111 Instal r- N �j r � �G:��.,,/ �/(^ Designer #bedrooms `Z Approved design flow gpd- The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector M No. C�� / I � .i Fee THE COM WE 4 THY_ ASSACHUSETTS + Entered in computer: Yes PUBLIC HEALTH DIVISION *`T01NN OF BARNSTABLE, MASSACHUSETTS 9pplication for Disposal 6pstrm Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade( )P Abandon( ) []Complete System ❑Individual Components Location Address or Lot No. �� �' 1ZS} c 1 12 C L L 'Owner's Name,Address,and Tel.No. t5U `� s K I N1 -i- iU v c-1`'• \iN 1 L L t --AM S Assessor's Map/Parcel D. I �"��-f�_�, , � E- I\AA Installer's Name,Address,and Tel.No. t�v 8 . 4�..�.�}434 Designer's Name,Address,and Tel.No. �-�Gl/�� t>Q•Z�W " M . U �rL` 11. L"Y 1 Type of Building:C ' '�.. Dwelling No.of Bedrooms 3 Lot Size {FS , 3 sq.ft. Garbage Grinder( ) Other Type of Building Ve i A S r No.of Persons Showers( ) Cafeteria( ) Other Fixtures iJVi-\ Design Flow(min.required) '1� C'> gpd Design flow provided `�-`� t :, gpd Plan Date 2 fj - i- Number of sheets Revision'Date t Title "F� ' Wit=act(Z iE. 71-_>1 .5 �. �� S t,1 i c=M —�r�• i� Size of Septic Tank c:�RCD '� �_ Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) rJ rr n'-T-1 -5:..1 -��1 `-,,�� �F' i T '�• .-T S t 'f V ��C",X �= i �rJ(� �3^'\ `-�LX� c<•�L `..--£'-.�:' •'ra I t•�j '^-t ('"' .a•-��.t�C'"�",r:'•�`f�..� Date last inspected: 1 :2 - { - ) !„ 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 r Compliance has been issued by this Board•of Health. # ed.y-�"__ .i'--� �•�.�.�------_____ Date bL11-7 Application Approved by \ _ Date Application Disapproved by Date for the 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 at _ , C CD 5 i3 C t YZ c- L L=" has been constructed in accordance with the pg&Qis oof 5 and the fo 1) posal System Cons truction Permit No. 1 �� dated 5 .3/IJ Installer 1..�v G lI'r/"I '2 'e6l1.rJ^4 ./,nzc Designer #bedrooms .""2 Approved design flow"`''~ gpd The issuance of this permit shallf not•be construed as a guarantee that the system will funcrionvas designed,•, •r Date fr � I',• Inspector ` "' . -------------------------------------------------------------------------------------- --------------------- No. r Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Nsposal 6pstem Construction Vermit Permission is hereby granted to Construct O Repair( ) Upgrade( ) Abandon( ) System located at - 1L S � �' t l2 L V F L l l' 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 mup be completed within three years of the date of this pe"it. Date r� •/�2 Approved by�,. (}� Town of Barnstable IKE' C Regulatory Services Richard V.Scali,Interim Director HnxxsraetE, * Public Health Division i639• '0jsn �r. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form / Date: } Sewage Permit# Assessor's Map\Parcel Designer: �OOKI ©t?_FALL Installer: I—oN`( _ (�,�FAL—rO Address: TIN,() J)1Z6it.1_`' �' A-SSOC. Address: gdy(.y 35�x2WNAr On - —f B -SO'rC.f— L-,S was issued a permit to install a (date) (installer) septic system at C_.@C5 '� Ckf_e_LfL_ based on a design.drawn by (address) om•10A. dated SIZ4116t (designer) X�_ I certify that the.septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component 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 constructed in compliance with the terms y of the I\A approval letters(if applicable) OF (Installer's Signature) ;r�: G'FiEiLLY F.;s CML 1 NJ. 3E;200 l e ' er's rgnature) (Affix DeAgA! {'-,3 �) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVI§�' IFICATE 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:\Septic117esigner Certification Form Rev 8-14-13.doc TOWN OF BARNSTABLE LOCATION Cj-C-CJ 4e. SEWAGE# j:210� VILLAGE yMe ASSESSOR'S MAP&PARCEL l �7^ (p S INSTALLER'S NAME&PHONE NO. T® SEPTIC TANK CAPACITY Q �.Vn 1) gai,op� LEACHING FACILITY. (type) -10 ..aA Ci ize) NO.OF BEDROOMS OWNER ),� PERMIT DATE: Q�� I i� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY i 0 ' �cr < y \- o Tow 15 d 33 - �i f Baxns�able.-. r� Departinent of Regulatory Services $ Public Health Division Z l� Date .200 Main street,Hyannis MA 02601 C Date Scheduled t /J Time 1 D N ' h / Fee Pd. 1 G r G� Soil Suitability Assessment for Sewage,Uispo,sul t�7 w Perfomteday. J`��e� { 9-7 Witnessed By LOCATION&GENERAL INFORMATION Fssm /' , .Owner's Name tr l ` Address. it CTdSb-Y Gif �'�t � �� C�',��f ' Engineer'sName t ` s`Z''I�. REPAIR Telephone# —K6!t-'1f77 5- Land Use"__)�S } . . Slopes(%) surface Stones Jyan4. Dismnces from: Opeo Water Body i R Possible Wel Area/�I� ft Drinking Water We11 15 ft Drainage Way_41 ,ft Property Line d 7D ft Other ft SKETCH:(Streetname,dimensions of lot,exact locations of test holes&pert tests,locate wetlands fn proximity to holes) N,I • ®_:® Z Parent material(geologic) tJUf-Lt 11 Depth toDedrock A6AZ -Qr2ClJ,Ia4 Depth to Groandwater.Standing Water in Hole: Weeping from Pit Face Name 2✓t��n�t.i 4J� Estimated Seasonal High Groundwater > 3 Z p DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: . - '' cptit Obscried'sfaridtnginobs."h67e:` in, DeptliiDsolGnOtt la! Dcpdtto weeping from side ofobs.hole: --in. Groundwater Adjustment—ft. Ind"Well# Reading Date Index Well level Ad],factor—AdJ,Groundwater Level PERCOLATION TEST Data Time Observation Holc# l J -3 Timeat9" Depth ofPem 3Zo rr _ Sif `r T(meat6" Start Pre-soak Time 0 A 1 W'> 'lime(911.611) End Pre-soak ' Rate Mkilncli L Z L• i Site Suitability Assessmenu ,SitcPassca.. l/ Site Failed: Add'ttionalTestinaNeeded'(Y/N) I Original,Public Health Division Observation Hole Data To Be Completed on Back------ **elf percolation testis to be conducted within 100'of wetland,you must first notify tbA Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTICTERUORM.DOC �o DVS IDEEP.OBSERVATION OLE LOG Hole# Depthfrom Soil Horizon Soil Texture Sdi1Ca Soil Other Surface('m.) (USDA) unsex) Mottling (Stnreum Stones;Boulders. onsistencv.% my l0Y/L � j DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sol]Texture Soil Color Soil .. Other Suifaci C3n.) (USDA) (Mansell) Mottling (Stmcture,Ston 80 ldets. , • ons"enc o ra 5 L i 0Y tih I Cz ]DEEP OBSERVATION HOLE LOG Hole# 3 Depth from SeiLHOriWn Soil Texture Soil Color Soil Other t Surfaec(in.) (USDA) (MunselQ Mottling (Structure,Sta Bould i C itc %0 o=� A 5�' ea rL`Ilz LIS s .t2ral DEEP OBSERVATION HOLE LOG Hole# Depth from Soil;Horizon Soil Texture Soil Color soil Other / Surface(in:) (USDA) (Munsell) Mottling (Structure,Ston alders. ns'ten pn T>3v 4 5` Jo re f. g 5;v--\.bo m to t2-173 3 M 5 z rr Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes-4 Within 500 year boundary NO Yes %lrthin100 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?, `(e If not,what is the depth of naturally occurring pervious materai? -- ✓ Ceftrification I certify that on �a S (date)I have,passed the soil evaluator.examination approved by the Depa'tttnent of Environmental Protection and that the above analysis was performed by me consistent with . the:required training,expertise and experience described in 310 CMR 35.017. i Sign�ture I�G i"\ C— Date Q AB�T[Q?SRC1 ORM.DOC C.. , 1a Engineering Works, Inc. Civil Engineers-Surveyors-Soil Evaluators 12 West Crossfield Road,Forestdale,MA 02644 (508)477-5313 Soil Evaluation, Results Performed for: Bruce Williams Date of Soil Evaluati n:-12:ffW P.O. Box 51 Excavator: Engineeri Works nc. Centerville, MA 02632 Soil Evaluator: Peter McEn ee SE#1542 Health Agent: David Stanton RS, SE Job location: 11 &22 Crosby Circle, Centervilie, MA (Parcel I.D: 188-065 & 188-113) Dear Mr. Williams, Following are the results from the Soil Evaluation performed on December 6, 2016, reference P#15,233, at the subject site: Test Pit 1 Depth Soil Horizon Soil Texture Soil Color 0-8" A Sandy Loam 10YR 412 8"-24" B Sandy Loam 10YR 5/6 24."-72" C1 Loamy Sand 10YR 6/4 72"120" C2 Med. Sand 2.5Y 6/6 Percolation Test Depth: 32"/50", Percolation Rate: <2 mi./inch Test Pit 2 Depth Soil Horizon Soil Texture Soil Color 0-101, A Sandy Loam 10YR 4/2 10"-26" B Sandy Loam 10YR 5/6 26"-74" C1 Loamy Sand 10YR 6/4 74"-120" C2 Med. Sand 2,5Y 6/6 Test Pit 3 Depth Soil Horizon Soil Texture Soil Color 0-8" A Sandy Loam 10YR 4/2 8"-36" B Sandy Loam 10YR 516 36"-78" C1 Loamy Sand 2.5Y 6/4 78"A 32" C2 Med. Sand 2.5Y 616 Percolation Test Depth: 36"/54", Percolation Rate: <2 min./inch Test Pit Depth Soil Horizon Soil Texture 'Soil Color 0-6" A Sandy Laom 10YR 4/2 - 6"-30" B Sandy Loam 10YR 518 30"-48" C1 Silt Loam 10YR 5/3 48"-78" C2 Loamy Sand 2.5Y 6/4 78"A 32" C3 Med. Sand 2.5Y 6/6 These soil results demonstrate suitability for an on site subsurface sewage disposal system to be installed on the subject site. Sincerely, �-Pete T McEntee PE SE zs'-v 1T'� 14•-c m'-m NOTES: � 4'-112• Y-9• 11'-912• T-4• 8'-0' S'"1' 4'-5• 2' &..p• 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD Z 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, (7 C DETAILS,&FINISHES IN THE FIELD WITH OWNER I I A5 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 0 O N CO FIRST FLOOR TO BE 6-11"ABOVE SUBFLOOR B 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS D-'Q�� AS ;y STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 m �ncr) - ,n A A D 5.) 110 MPH EXPOSURE B WIND ZONE LLI N _ _ § C C v 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, W CD BEAM ABOVE 5 UJ CL O � --- - - - OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING �W_S --- - PANTRY n DESK BATH b 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD m XXXX 12• 24• sluK 18.9• ; 8.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED&EXISTING DETAILS („) d A I � b '4 I 1' KITCHEN 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL "1' m °"°. 2'4'.8'B' "PINING VERIF KRCHENIN N PKT.DOOR 2'S.sa• SIMPSON COMPONENTS LAYOUTVJIOV NER) HALL FIRE RATED p Ay DOOa10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABSaI S' �© 5._p m GARAGE ® TO BE 3000 PSI AT 28 DAYS IIu/ �• �. 30• — a 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE ANDERSEN °'- —— - DURING FRAMING CONSTRUCTION m ASERIES ' O O �CLOS.— _ 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE,900 PSI MIN. FVuG060611R FRENCHWOOO e BEAM ABOVE 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE STEEL BEAM ABOVE 4v VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES SHELVES — _ ---�4 ------- -�- z's-.se• 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION s<• s-10' INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE 4 § -—-—- BEAM ABOVE - -— 15.)ALL WINDOW AND DOOR HEADERS 4'0"OR LESS TO BE 3-2 x 8 W/2K,1J NDERSEN F. SERIES 3-10• ® L TOY © 75 REr°cHWooD CLOSET b 4 IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS LIDING DOOR LIVING STUDY CLIMATE ZONES(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION - 2'fi'.6'8• W � TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION 8 FENESTRATION REQUIREMENTS) ° 4 ? CLOSET 9T.TO.O.H.DOOR TRANSOM—VE 9'0•—TO.H.DOORMTRANSOMABOVE NOTESNENp b ----- ry 1.R-VALVES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. _ CONC. 2.15/19 MEANS R-15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR / Ob Im APRON OF THE HOME OR R-19 INSULATION CAVITY ATTHE INTERIOR OF THE BASEMENT WALL T, UP b 6 S.L. A' P• A• I 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS A © 14R 4.13-5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR I 1 I &R13 CAVITY INSULATION W r s-2 A POR H I A GAS H A5 F.P. - T 3'0'.6'B• Tj I b _ z 4 B d U A A A A B COF.LI 0'SQUARE FIBERGLAS �� ^ COLI.N. 5 O W lb J 3'-fi• 2'-9' 13'-6' Y-9• 3'-B]'-0• 3'-0• 3'J• r-9• 2'-9• 3'-3• 2'-0• 9-0' 2'-0' 9'-0• 2'-0• /� Y� LL . U) U FIRST FLOOR PLAN NAILING SCHEDULE Q m FIRST FLOOR 1300 S.F. 110 MPH EXPOSURE B WIND ZONE _ U) SECOND FLOOR 1264 S.F. JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING w O GARAGE 617 S.F. ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END U RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END W- WALL FRAMING: zO 7 0 � TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS W r� ©SMOKE DETECTOR STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. ©CARBON MONOXIDE DETECTOR HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES o w ®HEAT DETECTOR FLOOR FRAMING: wgwwk� JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1 Od PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1 Od EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK w°yiFNr=awoy�� LEDGER STRIP TO BEAM OR GIRDER FACE NAILED 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1 Od PER JOIST °o io w 22 d'Q u BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST °a Fm�'o w'dzrco� BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT w o�o S �wo� �LL�o ROOF SHEATHING: uo���w`?w HN" WOOD STRUCTURAL PANELS(PLYWOOD) ogyym FFyw,io I RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d tOd 6"EDGEl6"FIELD p�uM=$o.o:Sa Da WINDOW SCHEDULE RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD TYPE MANUFACTURER'S UNIT QTY. ROUGH OPENING REMARKS GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD SCALE A ANDERSEN 244DH2446 W1 STRUCTURAL OUTLOOKERS 14 28"x/8" OVAL 400 SERIES 200 SERIES 1/4N_ .�, 01, GABLE END WALL RAKE OR RAKE TRUSS LOOKOUT BLOCKS 8d tOd 4"EDGE/4"FIELD B ANDERSEN OVL2030 1 2'-0 5/8"x 3'-0 1/2" OVAL 400SERIES C ANDERSEN 244DH2440 16 28"x 48" DOUBLEHUNG 200 SERIES CEILING SHEATHING: D ANDERSEN CW235 1 57"x 41 3/8" CASEMENT 400 SERIES GYPSUM WALLBOARD 5d COOLERS -- 7"EDGE/10"FIELD DATE E ANDERSEN A21 1 24 5/8"x 24 5/8" AWNING 400 SERIES WALL SHEATHING: 8/20/20 1 8 F ANDERSEN A21-3 1 61"x 24 5/8" AWNING MULLED 400 SERIES WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"D.C. 8d 10d 6"EDGE/12"FIELD 1/2"&25/32"FIBERBOARD PANELS 8d — •3"EDGE/6"FIELD DRAWING NO. 1/2"GYPSUM WALLBOARD 5d COOLERS --- 7"EDGE/10"FIELD FLOOR SHEATHING: - 1" OD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS Bd 10d 6"EDGE/12"FIELD "FIELD GREATER THAN 1" "10d 16d 6"EDGE/6 i �u r ®® m ®® u ®® m E:E ®® r m ®® z E�' z4 O ®® m ®® m ro 14 R 3 lgIl my II918� 9T l9 pg 10 O y R ealrz TA1n• 5 z m 0000 - � >g o% y ❑❑❑ m ❑❑❑ w I� m 9 8D 10 m Mgr �9 Ag o R a<1n• i•a 1rz• S m m rayon m �gm s C m� 0 4 o aN ® o ® 3'O• T 4 /v m m ®® Z Qu �z THE DESIGNER SHALL BE NOTIFIED IFANY ,/11,I `/�- ,^■ �n ERRORS A OMISSIONS TOSTARD F N E V\/ HOUSE O U J E FOR: e�� COTUIT BAY DESIGN. LLC W ' THESE DRAWINGSCTI NG THE BUILDING TO START V ' D CONSTRUCTION IBLEF FOR CONTRACTOR rvD BCD WILL iTHEBE SE ESPONS SI FOR THE CONTENT 43 BREWSTER ROAD O m � D C THESE WTHO IF CONSTRUCTION �/�� (� MASHPEE,MA. 02649 m II r COMMENCESWITHOUT NOTIFYING THE BOV�/EJ Z N m TDE HESE ER WI ANY ERRORS FOOMISSION S. LJ Y PH.(508 274-1 1 66 I 1 1 THESE OWNER N ARE SOLELY FOR THE USE OF TMEONNER NOTED.ANY OTHER USE OF ' FAX(50 )539-9402 z co CDQ - CTHESE ON SEN OF^iESDREQUIRES THE ESIGNERUNDERT EEN 11 CROSBY CIRCLE, CENTERVILLE, MA ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. ' 0 32'-0• 3T 3'-0• 26`i 3'U' (SHED DORMER) 2'.B• 12'-0• 2 ff f-3• cDii D �, z rnn >D S= �T n n n n I � 09. I I O y 9 L——— m n co v v --- 2s.sa• I O n y --- ---- — ---- — m A q 4 4 4 I 2.6•.6'6• I81I 2a.sa• © n � I n /8 J .68 I O I s<• 5I co 2s.ss = RAILING ; v qk T I I ILL. 1� O IIII c� rcA) -0• 4•-0• >D a R ND i i S m a,2 n r e 10• -0• ❑ r W+ + I 00 �, Coco -- a m e "10 ma IZi T q z In R� �_° f= I n o>� a N q l I I W � - � - om I mD D NW 3 AI I Om o I 4I I O g <'c NW I I NW g z 1EH I I s-0 [4, -0 r Dsa I I s!, sa I z I I I I I I I I 241' N I n I gn - ya m I �O > 4 I =° R 1 ' I I m n•s tt•s 23'-0 23'U m C) O z 112 FROM END = OFP ATE 6.12 FROM END OF PLATE O G) O c y om D O cn °m amm n m rMIN. D^ fir D O Q (/1 G) T MIN. m Z D m 1 r r m D i. Z I 7 p OTT I l' 24'o.c I _ 1 W O 'A0 pm.9 O0zm co oO.0 O W �r m0�p Nay —I =aWg D HR r THE DESIGNER SMALL BE NOTIFIED IF ANY NEW HOUSE FOR /n TERRORS OR SSIOOUNDON co DRAWNGS TOSTARTOF ®Q� COTUIT BAY DESIGN, LLC N l/ "LLB RESPONSIBLE FOR CONTRACTOR ' "LLB RESPONSIBLE FOR THE CONTENT 43 BREWSTER ROAD IN THESE DRAWINGS IF CONSTRUCTION /� [1 O fTl II r COMMENCES WITHOUT NOTIFYING THE BOV\/EJ , PH.(508 2 41166649 Z N M�T�3 DESIGNER OF ANY ERRORS OR OMISSIONS. B Y • .� III THESEDRAWINGSARE SOLELYFORTHEUSE - OFTHEOWNERNOTED.ANYOTHERUSEOF FAX(50 )539-9402 Q Z 00O THESE DRAWI NOS EDESIHERUN THE RTHEMITTEN 11 CROSBY CIRCLE, CENTERVILLE, MA Q - CONSENT OF THE DESIGNER UNOTECTI - ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1Sa6. , A5 J J TYPICAL ASPHALT �._ SHED DORMER I I I I I I ROOF SHINGLES Z B 5/8'COX PLYV=D SHEATHING 2.10 RAFTERS 156 FELT PAPER �/� A5 SIMPSON H 2.5 HURRICANE CLIPS BARRIER H 3'0'WIDE ICEANATER SHIELD Q O N ENO ALUMINUM DRIP EDGE _§ t x 8 FASCIA BOMD D_Q Fa? 1 x d SOFFIT BOARD Q LU: 1 x 3 STRAPPING. 1 x CONT,VINYL SOFFIT VENT (� N co 1/2'GYPSUM BOAR LL.I LU_ I. x SS FFIT BOARD TYP.2x 8 WALLS 1 3/d'CROWN W aO i x 6 FRIEZE BOARD of=v� DETAIL AT WALL Cm�aLL p SCALE:1/2"=1'-0" jl M 2.12 RIDGE BOAR f / - 2 x 12 RIDGE BOAR —— — — , �9 /r L 2,iJ ]-2xeH R. 2K,J 4 W C SOLID 2 x 8 BLOCKING IN THE OUTSIDE A5 TWO RAFTER&CEILING JOIST BAYS J A I A F ON HLE UNDERSIDE OF RIOOF 2- 9 SHEATHING (SHED DORMER) NOTES: (� 1.)ALL ROOF RAFTERS TO BE 2 x 10's - - UNLESS OTHERWISE NOTED W § }zx,o BEAM 2.) USE SIMPSON H2.5A HURRICANE CLIPS B AT ALL RAFTERS ENDS (— A5 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS z 26'-0' fi'-D' 12'-0' 2d'-V W I U ROOF FRAMING PLAN IN.ALLFLASHINGUNDER LLj I HOUSEWRAP&DECKING O J I DECKING 26'-0' 1T-6" td'-6' t0'HY I U I 1 C FLOORJOISTS W A5 P.T.2.la. W., B INSTALL PEEL RUBBER MEMBRANE A5 IQ ly BETWEEN LEDGER& O SHEATHING /1n MULTI LVL BEAM P.T.2.10 LEDGER BOARD SCREWED TO SOLID BLOCKING W/(2)LEDGERLOK SCREWS T - - - INSTALL SI M S LU210 Z TEN HANGERS y O INSTALL SIMPSON DJD TENSION TIES AT(3)LOCATIONS FROM HOUSE TO DECK JOIST(1)EACH END FTFDECK DETAIL Ll.l 3 U 2 ,D's 2•Pc. 2x,Ds ,6•c.c. I V N BLOCKING WI MID-SPAN BLOCKING Z I 2K,1J — i wQ=w�=O 18' wDO F=OFNF= ww MULTI LVL B STEEL SEAM ABOVE oo 4x4x tl4 ST EL POST BEARING B RIN - - - - - § KO X NAILER U�i QDiwop UNDER CH ND OF Y W L 4 LLOw STEELS `J' dxdxl/d'STEEL FLOOR =wpo�N-Ow PoST UNDER EAC JOIST w JO ui¢N�eiO END OF STEEL B M w 4mw.0—.0C—yi 2K1 TEEL BEAM --- (SEE DETAIL) W12x 45 STEEL BEAM Oa Ow¢=N WU FASTEN JOISTS TOiF� § 2K.1J - - - - - — — DER W/(SHOWN) VuEL0ED TO STEEL COLUMN/PLATE a o 0 o B 1".—G Z Q ANGLE OR SOLID BLOCNING r B'x11 TEELPLATE �0 ....w ¢ �Oti� § WELDED TO TS d'x d'x 1/d' pOpWw- - STEEL COLUMN W(2)1/d' OONyj=�p FyyiO FILLET WELDS 6'LONG fNtl1 pp sU5?Uw�Or U°d¢ 8'x 1.x 1R'STEEL PLATE WELDED TO d' STEEL COLUMN.DRILL. SCALE 2K.1J GROUT FOR(2)3/d'DIA ANCHOR BOLTS 1/41' § }1 3/d'x 11 T/8'LVL HEADER § FOUNDATION WALL DATE : GARAGE END WALL TO BE OLIO BLOCKING IN THE �/�O/L o 1 CONSTRUCTED PER APA OUTSIDE TNA JOIST BAYS A T_,,(pULTILVLB[A (FLUSH) I PORTAL WALL DETAIL AT48'.... STEEL BEAM/POST DETAIL I I J C SCALE:1/2"=V-0" ————— DRAWING NO.: 07 A5 6'-0' 24'-0' SECOND FLOOR FRAMING PLAN A4 26'-0' 12'-D' 3TU' 96' B'-41n• T-S,n• 9 v r$ 9 0 4•.m g 4•-v S z g . _ _ I I I F-- ------- —D ---19m---- ------� I rk I �$a4n I IO3 S'-1H• G \\�u I I A$sem I Icy z \ \ I I m$$°° OzZ -44 NmIIIIIIIII �II II(II I IIIIIII1\jIIL—p D----IIIIIIII I--saIiIII III By �8o-7agrI 3•amsolI1�9>:I L1-°mlL 57 IIIII Li jmms<�a7W 4t•-0L rr —�,,III Na--J�1--`A—m�——ro—4—a4msmN --JIIIIII�IIIIiI JIIIII rIIIrI a- C_Zr�2Dr 7Rm8 8imm mm �y° Ocoo m> 38 COD» m o o O Wm Z.;z U) $ .° K ,za L -J -N � L I I—I—IJI I © J (p $ R 0 +1 1 O -------- _ m�c =0 6F0° m x - p; $ '-"m\oKoI r 10° s AI -'°im p8 Fy m$\� �yy\:�\� 9u =\26 oa p o m"A P€mmo°%8y.5gw>y vOm ny �9p 0A=N=@ H 1.==I 4s o m O O nz= s= NN c—i)L------- ———— I ` Zpso II i $gmi 9a• s•r trz Hain- p o B-0• 2— y y o ° rill ° ° moygA "6m mmn � Do0 o Nn cn R �oI ?a o � II I I mag$ o y=3mit=i D I I °m y° 4 l 4 I - I I pig > r----J I zoos m j r---- II o I I II 4E R �m (n \ II m9 I _ m \ II Ka I Irl Vo p W o L----------------------J I Z B10 c m \ ———————————————————————— Z. —— Cn <cj _ \ mr \\ m a \\ N m O \ p z �w p F 4 4 cn I o x V D r z1 D m w � a3— As sy � _ D s;iv mmi 8? p D o> gels 00 8q =s Oz �. f1 r °z� ;D „s. s >D 00 4' n�gmom I m i� 6 ,2:' ;a v gfa 59 Ess e° ' s ! rmpz I�-o +) z - mp� y `-;':j ^• & �sd€ a;�' a $ O '$mmo o I;mo C .: Iz ,s (° sa ° 9yE =€3 a I po�� m O oza a31q 4 3 s ae i $g O c ° zm o °=m D w:I4 I,f y....G M. / > ..m 1®° I R m I Z § Z a89 s n a °; < o 0 @@g t y m m N ; fig N . 8o go O f n £PP gg O F� 37q t R'<tn• p$ 5 m i sa ve• ra In- THE DESIGNER SHALL BE NOTIFIED IF ANY 0ERRORS OR OMISSIONS ARE FOUND ON NEW HOUSE FOR. ®Q� COTUIT BAY DESIGN, LLC coW > \ CO S CONSTRUCTION. NGS PR OR DI STCONTR , , /••� CONSTRUCTION.IBLE FOR CONTRACTOR IV � WILL BE RESPONSIBLEFOftTHECONTENT 43 BREWSTER ROAD O - D C THESE DRAWINGS IF CONSTRUCTION BO`/L/ES � T CTHESEES WITHOUT IF CONSTRGT10 V\Y/ MASHPEE,MA. 02649 Z IV M II mr DESIGNEROF ANY ERRORS OROMISSIONS. PH.(508 274-1166 • .� I I 1 THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF FAX(50 )539-9402 Q Z O REQUIRES NDERTTEN 11 CROSBY CIRCLE, CENTERVILLE, MA Q CONSENT OF THE COSIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. Centerville, GENERAL NOTES : SOIL TEST LOGS : SYSTEM DESIGN CALCULATIONS : MA ± ± A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM TEST HOLE 1 : EL=45.1 TEST HOLE 3: EL=45. SEWAGE DESIGN FLOW: LOCU3 DEPTH FROM SOIL SOIL SOIL SOIL OTHER DEPTH FROM SOIL 501L SOIL 501L OTHER UNLESS H-20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING SURFACE HORIZON TEXTURE COLOR MOTTLING 3 BEDROOM DWELLING @ 110 GPD = 330 GPD Route 28 B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- (INCHES) (USDA) (MUN5ELL) (INCHES) (USDA (MUN5ELL) LEACHING CAPACITY REQUIRED: LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. 0-8" A 5ancjy Loam I 0YR4 2 NONE 0-8" A Sandy Loam I OYR4 2 NONE 3 BEDROOMS (MAX.) @ 110 GPD = 330 GPD REQUIRED O 8-24" B Sand Loam I OYR5 6 NONE PERC 50" BOTTOM 8-36" B Sand Loam I OYR5 6 NONE PERC 5D" (BOTTOM) C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SEPTIC TANK CAPACITY REQUIRED: c1� UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 24-72" C I Loam Sand I OYR6 4 NONE 24 Gallons <15 Min. 36-78" C I Loam Sand I OYR6 4 NONE 24 Gallons < 15 Min. DAILY FLOW = 330 GPD @ 200% = 660 GAL. REQUIRED 72-120" C2 Medium Sand 2.5Y6 6 NONE Rate=<2 MIN IN 78-1 32" C2 Medium Sand 2.5Y6 6 NONE 1 -1Rate=<2 MIN/IN SEPTIC TANK CAPACITY PROVIDED: CONSTRUCTION NOTES • 1 500 GALLON EPTIC TANK(MIN. ALLOWED) TEST HOLE 2: EL=45. I ± TEST HOLE 4: EL=44.8± LEACHING CAPACITY PROVIDED: DEPTH FROM SOIL SOIL 501L SOIL OTHER DEPTH FROM SOIL SOIL SOIL SOIL OTHER ONE (1) 25.0'X 1 2.83'X 2.0' LEACHING CHAMBER CAN LEACH: 1.)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING SURFACE HORIZON TEXTURE COLOR MOTTLING Vt=[(25.0 X 12,83) + (25.0 X 2.0)2 + (12.53 X 2.0)21 X 0.74 GPD/5F=349.3 GPD Bumps River Rd. TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. (INCHES) (USDA) (MUN5ELL) (INCHES) (USDA) (MUN5ELL) 349 GPD>330 GPD REQUIRED n 2.)SEPTIC TANK(S), GREASE TRAP(5), DOSING CHAMBER(5) AND DISTRIBUTION 0-10" A Sandy Loam I 0YR4 2 NONE 0-8" A Sandy Loam I OYR4 2 NONE o NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. 10-26" B Sand Loam I OYR5 6 NONE 8-30" B Sand Loam I OYR5 6 NONE co BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY INSTALL: N O, I m COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. 26-74" C I Loamy Sand I OYRG 4 NONE 30-48" C I Silt Loam I OYRG 4 NONE ONE (I) - 1 500 GALLON SEPTIC TANK LOCUS 3.)SEPTIC TANKS)SHALL MEET ASTM STANDARD C 1127-93 AND SHALL HAVE 74-1 20" 1 C2 Medium Sand 2.5Y6 6 NONE 48-75" C2 Loam Sand 2.5Y6 4 I NONE ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) N AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- 8-1 2" M di m n 2. Y NONE TWO (2) - 500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND 0� NOT TO SCALE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". DATE OF TESTING: 1 2/G/16 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C I C2"TEST PIT 1, 2 $ 3 AND"C2 C3"TEST PIT 4. ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE WITNESSED BY: PETER McENTEE, ENGINEERING WORKS, INC. Ln PLAN BOOK 245 PAGE 92 CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. DAVID STANTON, AGENT, BARNSTABLE HEALTH DEPARTMENT NO WATER ENCOUNTERED NDEED 500K 3031I PAGE123 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. p A55E55OR5' MAP 158 PARCEL 65*1 13 CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6" OF e FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. CERTIFICATION: o 6.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL THE SOIL EVALUATOR, PETER McENTEE, COMPLETED THE SOIL EVALUATION ° LEGEND BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. AND ON D SIGNED R E FORM:201 6. SE#5542iIty Assessment For Sewag EXISTING CONTOUR e Disposal �b 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED :zz; �lidJ'`� V� -32 PROPOSED CONTOUR AT END OR AS NOTED, x 43,4 .� ' 'ath X 12.34 EXISTING SPOT GRADE 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST Marx �O 24x5 PROPOSED SPOT GRADE 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION BENCHMARK: #I 42,9 eSJ - w- WATER SERVICE LINE BOX TO ASSURE EVEN DISTRIBUTION. Top of Concrete Bound 9. DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW EL=44.7± (1 988 NAVD) R x 44.2 O -o- OVERHEAD UTILITY SERVICE THE OUTLET INVERT. \ -U- UNDERGROUND UTILITY SERVICE 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO -T- GAS SERVICE LINE 1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE TEST HOLE/ BORING LOCATION INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE 43.8 x ST SEPTIC TANK SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" LAYER OF 1/8"TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. DB DISTRIBUTION BOX o 1 5A5 SOIL ABSORPTION SYSTEM 1 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; 437 O `��X Reserve RESERVED FOR FUTURE WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. UTILITY POLE 12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF x 44,6 ® CATCH BASIN LOTS I 112A SHALL BE COMBINED ��yP 4'S� FIRE HYDRANT CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). Z7 13.) FINISH GRADE SHALL BE A MAXIMUM OF 30OVER THE TOP OF ALL SYSTEM PRIOR TO ISSUANCE OF ,pP \ / O', ® WELL COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER PLAN VIEW BUILDING PERMIT /� 74 / AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER 2 ��� t�44,8 ® DRAINAGE MANHOLE Of 9". SCALE: I " = 10' ONE (I ) COVER TO BE RAISED �as,i / ■ CONCRETE BOUND, FOUND 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL I - TOP OF BANK RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- TO WITHIN 3" OF FINISH GRADE. \ / 44.4 -x-x- LIMIT OF WORK TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH 4s,1\ FENCE AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. LOT I 1 12A TPs 15.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION � EDGE OF CLEARING BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- �� Area= 1 8,358 SF± �45,1 QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING R`x THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED, 00 O DB0 m aT ZONING TABLE I G.) ENGINEER* HEALTH AGENT SHALL VERIFY SOILS TO ELEVATION 36.8 PRIOR TO 0) O �� 45.8 INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. �uJ AP -AQUIFER PROTECTION OVERLAY 17.) INSTALLER TO CONTACT DE51GN ENGINEER IF ANY SILT LOAM SOIL IS n 45,4 W� ENCOUNTERED, PER TEST HOLE 4. 501E REMOVAL IF REQUIRED: SOIL REMOVAL: ALL A, B�C I LAYERS (TEST HOLE 4, ONLY) SHALL BE REMOVED FOR 30 5` 44,g RD I - RESIDENTIAL DISTRICT A DISTANCE OF 5' FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER, EL=40±. AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO O�^ A, 4 45 REQUIREMENTS: MINIMIZE SETTLING. SAND MUST MEET TITLE 5, 1 5.255(3), FOR ON SITE OR /�'k Q (D IMPORTED FILL IF REQUIRED. ti ` Q PROPOSED ASPHALT DRIVEWAY LOT SIZE 43,560 5F x 45. x 45.8 FRONT SETBACK 30 FEET 18.) OWNER/CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR j �O � (� SIDE SETBACK 10 FEET REAR SETBACK 10 FEET TO EXCAVATION. y x 45, Co 45.8 0` ��O Q� 2O 30 4, (/ BUILDING HEIGHT�� 30 FEET 45.9 45,2 V FRONTAGE 20 FEET WIDTH 125 FEET 83 PROPOSED COVERAGE '3,3x \ �`/ p LOT AREA 18,358 SF± x � LOT COVERAGE:46,4 45,5 DWELLING 2,029 SF± � OO TOTAL 2,029 SF± C� w '46.0 �\� COVERAGE=(2,029/18,358)X 100%=1 1,1%± HEIGHTS REQUIREMENTS: (off N \o 'J'\x �w GRADE PLANE \ \ 45.8 46.8 \, PROPOSED WATER SERVICE NORTH 45.5 SOUTH 46.6 EAST 46.3 rrs \ x 46,5 WEST 45.4 �B c\ GRADE PLANE EL= [(45.5+46.6+46.3+45.4)]/4 11W PROPOSED GAS SERVICE GRADE PLANE EL= 46.0 O x G MAX. ALLOWABLE BUILDING HEIGHT, EL=(46.0+30')=76.0 O 46.3 \ PROPOSED UNDERGROUND HOUSE HEIGHT FROM TOP 24' x a6.9 ELECTRIC * CABLE SERVICES PROPOSED ROOF EL=(TOF +24') 71.7 hp Edge Of 47. 46,5 Existing Utility Pole PROPOSED PEAK EL=7 1.7 < 76.0 MAX. HEIGHT, ROOF HEIGHT OK 47.2 ` 4X x 47,0 \ EX15ting Guy Pole LOT 15 LOCATED IN THE ZONE OF CONTRIBUTION ti o OF SALTWATER ESTUARIES AND IS LIMITED TO x 473 PROPOSED BENCHMARK: #2 4 BEDROOMS PER ACRE, IF LAND 15 VACANT AND NAIL TO BE SET IN UTILITY POLE LESS THAN 30,000 SF IT SHALL BE LIMITED TO h0• @ EL=47.7± T.O.F. THREE BEDROOMS. Existing Fire Hydrant 47.8 1=LOW PROFILE: 47.5 NOT TO SCALE INSPECTION NOTE: x 47.5 FOUR(4) COVERS TOTAL: 2 SEPTIC TANK, I DBOX I SAS 24" DIAMETER CONCRETE COVERS SAS COVER TO BE RAISED WITHIN 3" FINISH GRADE PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM TOP OF FOUNDATION RAISED TO WITHIN G" OF FINISH NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. EL=47.70 GRADE (OR AS NOTED) -17 77, (SEE NOTE#5) 47,6 •' Proposed EL= 46.0 Proposed EL=46.7± _,-Prolpo5ed EL=46.6± OF - - 8: Relocated House and Sewage Disposalm Syste m 45 I + 36 Proposed �� 47.6 SCALE I -20 �� JOHN C JOHN M. �. REVISED 8 24 I (9 Min - 36 Max) < 43.6± w THIS AREA IS SERVED O'EM. iLLY o moo Williams Reslclence k 2 LAYER OF 1/8 1/2 STONE N �J BY TOWN WATER. NO.46733 c/o Nick Bowes, Bayside Builders, I G45 Falmouth Rd, Centerville, MA 02632 44.2± 43.95 10° 14" 43.70 �42.80' . . /// / ; 3/4" - 1-I/2"STONE 3" 43.07 42.90 rf,, RS 1 0. w�l/1AI,t\I. PROPOSED T �',:ji;!�•�, � N ����/ SITE � SEWAGE DISPOSAL SYSTEM DESIGN 40 TEE'S I 2" DROP I I Crosby Circle, Centerville, MA -[ GAS BAFFLE 40.80 USE TWO(2) SHOREY PRECAST 50o GALLON LEACH cHAMBERs 7.0' 'REILLY 8C ASSOCIATES, INC. Longest Run WITH 4'OF STONE AROUND � 63' 9' 47,6 � 20 40 �O Professional Engineering & Land Surveying Services 1 500 GALLON DB 3 (END VIEW) SEPTIC TANK LEACHING CHAMBER -- EL=33.8± BOTTOM OF TEST HOLE 4 -BOx SCALE 1 "=20' 1573 Main Street - Route 6A 25.0'x 12.83'x 2.0' 47,5 P.O. Box 1773 H-20 (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax DATE: SCALE: BY: CHECK: JOB NUMBER: G:WAJobs\Bayslde 5uilder5\8298A- Bowes - I 1 Crosby Circle -Centervil1e\dwg\8298A.5D5 Plan (REV. 8-24-18).dwg 8/23/18 A5 Noted MJW MTF JMO-8298A