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HomeMy WebLinkAbout0005 LAURA ROAD - Health 5 Laura Road r Centerville E A= 012-206 �S 5�Ae_ No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 1� Zipplitation for -Mispo8al *pstem (Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components x- Location Address or Lot No. Av e4 Owner's Name,Address,and Tel.No. 411-1 C. Assessor's Map/Parcel -2 / //v Q(?vCQ HA,G Qpt? Installer's Name,Address,and Tel.No, Sb8 3 6 f, 6-VtDesigner's Name,Address,and Tel.No. 'C. ."rO RRe_Y f1fC4 VA Fdv✓ Type of Building: Dwelling kNo.of Bedrooms Lot Size sq.ft. Garbage Grinder(Po Other Type of Building Si.yci lie TrW^ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 40 gpd Design flow provided -3W gpd Plan Date /0 !' ';�O(7- Number of sheets t Revision Date 10 - `- 10/3 Title oe V fc Size of Septic Tank f QQ t) .t t, Type of S.A.S. C' ' f J boo G/1 Description of Soil se a LD G\ Nature of Repairs or Alterations(Answer when applicable) Date last inspected:. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of 16 Signed ` ' Date OU Application Approved by �^ Date �q— f Application Disapproved by Date for the following reasons Permit No. �� "'3 Date Issued 10~°l TOWN OF BARNSTABLE LOCATION ,'� Z A V d2 4 R6 SEWAGE# VILLAGE �� Ic ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. ���� ���` 30 6 � SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS _ OWNER Rq 0 Ma c 6!u PERMIT DATE: /0 L-_'.?j COMPLIANCE DATE: i Separation Distance Between the: �l� Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A 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 p g 300 feet of leaching f ilityy) pd 1 Feet FURNISHED BY �,®! J ��'/ Lo Hovst 0 0, i _ 1 i 2old..— �° `'` � y " 5-0 No. � 4 E Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION TOWN-OF BARNSTABLE; MASSACHUSETTS 1 application for Misposal 6 tem Construction Idermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ]Complete System ❑Individual Components Location Address or Lot No. A ��� t . Owner's Name-,Address,/and Tel.No. Assessor's Map/Parcel 2 S� // QRvCe MAc V-2?Go(? Installer's Name,Address,and Tel.No. 5 OR 3 6 6`YZ Designer's Name,Address,and Tel.No. _rO RI?eY ��Cq 46���✓ S A 6 QUJ✓ CAP< t 2, �(f f`l Type of Building: Dwelling �/,No.of Bedrooms Lot Size sq.ft. Garbage Grinder(Po Other Type of Building ��V5 e FW^ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided -34f1 gpd Plan Date t7 T�(Z Number of sheets t Revision Date /O ' ';�0/3 Title -n' f % S,tc p19 ` Size of Septic Tank C)J 4 Type of S.A.S. Description of Soil SPQ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of .. Compliance has been issued by this Board of ea40. Signed 1 Date s Application Approved by �^ Date — Application Disapproved by Date for.the following-reasons Permit No. �1 3 Date Issued G -----------------------------. ------------------------ - ------;-- --- �' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS {•-, — Certificate of Compliance THIS"IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.o2d� 6 3, dated �b�yc/— /3 Installer (f rre. Designer ^7 #bedrooms �j Approved design flow 7L/I gpd s The issuance of this permit shal not be construed as a guarantee that the system ill f.nc ri s ned. ` Date I Inspector I --------------------------�-/'---------------- - No. (�o I " 3 Do - Fee - (f %& - 5C) THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6petem Construction Permit Permission is hereby granted to C nstruct( ) Repair( ) Upgrade( ) Abandon( ) System located at —r/ and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit•---^"'—"c Date a L 13 Approved �— FROM :down cape engineering inc FAX NO. :150836213880 Jar. 28 2014 02:16PM Pl Alk F. C, B*uNSA'.km' W. .F.K � 4VEet,HYFM"iM,MA 0'4601 100 IAMBS office: 508-862464d Fax: -)08-790-63C4 Date. ..� �����cc 1���'iuu�iid:� �/��_�� �ses9�a�3�I�(.�ai�11['aurd`e.l�,� f - L 6 VA d a&sign druv,711 by septic 5Y--WW'ql I svof- CET12TY that Lho' Septic. 'a-- t.:d j-jj a,rq hj)o-vu W�jg j�jst . .sq:jhs7L g to the design.,Whic-L RaY micdudc- ini-nor --ppi-oved &,v.ng(-G mjcjL 8,.3 [ateyalpilocation of ffin dirn-liuEen box md/o?:Ftplic Ta:Llk- I ('0TKY that the septic sVstc-rn TefeTmuc-d. above wits installucl, with. Majul rh,211,ges (Le. E' tb.xa 10' 1 atualrelocaLioa of thn ":,AS cal'any V5-rdCLA UP IOCLAi011 Of alit'Comp71llt of'he sepliG s;s`E 3n)bat by designer to follow. VA Of 44A S_ +V 1 _ Yc) DAN LA. yam 0i CIVIL r. No.45502 S T ti l -PAP�.NEIABU� -,FRT!I ICATE� IN T, NqL2� 168 TWL" CW/PjLW`l'CT', W2, Flq= __CORN ANi- rl,:F:V:Il;L)9 Y ION, TAM.KNOU 7ML713-.)6-04AT0C �.0 NO. ' Fee THE COMMONWEALTHiOF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pprication for Misposar 4pstem Construction permit Application for a Permit to Construct( ) epair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location ddress or L9t No. 41�J_3 /-z-,- 1Q: Owner's Name,Address,and Tel.No. 74- sesoisso va✓���"U' J� r's p/Parcel Installer's Name,Address and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building �/'� No.of Persons Showers( ) Cafeteria( ) Other Fixtures r/ Design Flow(min.required) gpd Design flow provided U gpd Plan Date Number of sheets Z Revision Date, Title ` Size of Septic Tank G Type of S.A.S. Description of Soil � .3. Nature of Repairs or Alterations( when applicable) Date last inspected: Agreement: The ersigned agrees to ensure the construction and maintenance of the afore desc ibed on-site sewage disposal system in accordance wi visions of Title 5 of the Environmental Code and not to place the system'n operation until a Certificate of Compliance has been issued by this of Health. X Signed Date �'�i vZ�( Application Approved by Date —� Application Disapproved by Date for the following reasons Permit No. Date Issued—AL ilk NWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS I O CERTIFY,that the O - ' ge sa ystem Constructed } Rep 'red( ) Upgraded( ) Abandoned( fhas been constructed in accordance th the provisions f Title 5 an the for Dispo ern C nstruction Permit No dated I411 Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be c strued as a gu antee that the system will function as designed. Date Inspector ---------- - - - ------------------------------- - ------------------------- -- - ------ - --------------- ---------------------------------------------- No. Fee �® THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUS OIsposal *pstrm Construction permit Permission is hereby granted to Construct( Repa' ( ) Upgrade( ) Abandon( ) System located at �. and as described in the above Application for Disposal System Construction Permit. The applicant recogniz is/he to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be com ted w tthin three years of the date of this pe it. Approved by Date �t� �/ / No. ( 9//� _ °� any ^ 1 Q ' Fee 9` computer:THE COMMONW�°aLTH�sJF MASSACHUSETTS Entered in p uter: ✓Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ltlfitation for MistJ C6. Sim ConStrUttion Vermit °w I Application for a Permit to Construct( ) e air( ) Upgrade( Abandon( ) Complete System El Individual Components Lo/c�atiori Ac_ddress or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/ParcelJr Installer's Name,Address and Tel.No. —7- � Designer's Name Address,and Tel.No. JZ Type of Building: Dwelling No.of Bedrooms , Lot Size 8 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons / Showers( ) Cafeteria( ) ` Other Fixtures r Design Flow(min.required) '® gpd Design flow provided gpd Pliny Date' Number of sheets � Date Title 77� r.ti f/ !. ,Revis*on G. e! Size of Septic Tank '�' / Type of S.A.S. L�✓_/� i Description of Soil b_-" S 'Or' � ` �3 ,q�$`G 3 3/"7�- ��"�J� - I Nature of Repairs or Alterations( -rwhen applicable) .j i i Date last inspected`.— Agreement: ' TheLersigned agrees to ensure the construction and maintenance of the afore desc ibed on-site sewage d%i posal system in accordance wisions of Title 5 of the Environmental Code`and not to place the system operation until a Certificate of 1 Compliarice has been issued by this f Health. Signed _ ,' Date 1>(j, Application Approved by Date Application Disapproved by ' Date H for the following reasons Permit No. p Date Issued ! - - - ---- = = - - - ----------- ----------- 1----------------- ----- — , --- T 69NWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS f -,tertifitate of Comoliante THIS IFTO CERTIFY,that thte —ew—ag—e—Dis�posajlystem Constructed(( }/ Rep 'red( ) Upgraded( ) Abandoned ) "`? has been constructed in accordance with the provisions of Title 5 an the for Dis' ern C nstruction Permit Nor 3?tdated --- Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be co\trued as aa)gu antee that the system will function as designed. Date Inspector - -------------------- -- - _. ! - - �- ='M - - -- !� No. ©��"'" �-,--, --_ -- -6----- , 4 - - ----Fee J� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION_ BARNSTL,MASSACH JS _ TABL r �r Disposal 6pstetn ConBtrUttion i3ermit Permission is hereby granted to Construct( Repa' ( ) Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recogniz his/her to comply with Title 5 and the following local provisions or special-conditions. Provided:Construction must be com ted thin three ears of the date of this e' it. / �/ " j y p Date // Approved by Town of Barnstable P 4t Department of Regulatory Services Public Health Division Date ran h� 200 Main Street,Hyanais MA 02601 Date Scheduled I �� Time--�_ JFee pd. Soil Suitability .A.s,se,ssme,nt,fog Ste e ,ors oral Performed-By: —� Witnessed By: -.----_d /2-9 Location Address LOCATION LOCATION& GENERAL INFORMATION S Owner's Neme Mae. 1��1)e . C e I ;l+')t(e- Address Assessor's Map/Parcel: G� ,\&i / gincer's Name (J 0 W � NEW CONSTRUCTION REPAIR �(� )/a Telephoned# (yJ,9e)C3 f0 ' ���y 4- ' Land Usc l��-�.%s°.' t^._/.!a-�� � . Slopes(96) .#',. Surface Stones Distances from: Opcn Water Body - ft Possible Wet.Aren r" _ft Drinking Water Well ` ,fF' ft Drainage way_____ft Property Line .7 6- " p y Li �.�f'G"f[ Other ft S1C C"TCM(Street name,dimensions of lot,exact locations of test holes&part tests,locate wctlands'in proximity[0 holes) PO . 1, 1 Parent material(geologic) (J'I' y 7-F sv! Depth to Beamck, Death to GmtRndwar r Stand'r. F,. s 1 g''r'ita in Huic; Weeping from Pit Fne¢ �'L. Estimated Seasonal High Groundwater Method Used: DETERMWATION FOR.SEASONAL HIG* H WATERTABLE Dcpdi Observed standing in obs.hole: 111/ X11_ Depth to weeping from side of obs.hole: 1p' DePtlt to soil mottles: ht. Index Weil## Reading Date: index Well]avol bt, Groundwater Adjustment ft. Adj.factor,,..,•--_Adj.ptoundwaterLevel Observation �r.RCO�,ATZOIV r�' 1R�'T elate A'ltua °'1 ``. Hole# s ---� Tlmc at 9" Depth of Pere p -� Time ut G' t'// Start Pre-soak Time @i' /'e1f' <✓ - - End Prc-soak dMp n'a iJA ?r r Rate Mln.noch i Site Suitability Assessment Site Passed * Site Failed: A�` Additional Testing Ncedcd(Y/N) Original: Public I-lealth Division Observation Hole Data To Be Completed on Back--------- ***If percolation test is to be conducted wits iu 100 of Wetland, must first notify the. Barnstable Division at least one(1) week prior to beginning. Q:IS EPT[C\PERCFO RM.D O C i .__........ — DEEP-013SEARVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil Surface(in.) Other (USDA) (Munsell) Mnttlln9 (Structure, Stones;Boulders. --------------- DEEP OBSERVATION HOLE LOG Hole Z Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) (Munsell Other Mottling (Structure,Stones,Boulders. �� onsis en. 3o gave 3 � 7 Pc h m. .. � kd L DEEP OBSERVATION HOLE LOG Hole 0 Depth iron Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA Other ' (Munsell) Mottling (Structure,Stones,Boulders. (� Consi9tenr, A/G 5 ZDE]EI' OBSERVATION ROLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color 5011 Other Surface(in.) (USDA) (Munsell) Mottling (Structure,5tottc4',Boulders. ' _ Co si ten BII A Ad ° i L � � k 75 Flood Insurance][fate 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 at least four feet of naturally occurring pervious material exist in all areas obstrved throughout the area proposed for the soil absorption system? If not,what is the depth of haturally occurring pervious material'} Cef-tification T certify that on '.. k c (date)I have passed the soil evaluator examination approved by the DepaYtment ofBnvironm.tntal ProtPntion and that the above analysis Was pPrfnrmtd b me Consistent with the requited tr ining,expertise and experience described in�10 CMR 15.017. of j' Signature. Date Q:\S•EI'r1CIPHRCP0lZM.D0C Town of Ba rnstiable Department of Regulatory.Services n t�.utxarnnrr F Public Health Division Date 200 Main Street,Hyannis MA 02601 Date Scheduled ! '< Time _ Fee Pd. / (� Soil Suitability .Assessment for S e DIs .oral Performed-By: - - Witnessed By: —,-- LOCATION& GENERAL INFORMATION Location Address LQ _ _Q Owner's Name Mac D a� .11/YA. /�4.� C e Pi`�t t' - ✓i j l(e Address /1 n Assessor's Map/Parcel: [� Engineer's Name lr/ Q W r\ e, NEW CONSTRUCTION /REPAIR Telephone# (J O j4a—% Land Use: A,e.6ttp/2n+i lopes / [ ( ) Surface Stones i Distances from: Open Water Hody R possible Wet Area g Drinking Water Well Aid—Aft Draiihage Way ft Property Line _�a�� f[ Other�1 � ft_ • SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes) { A Lj �U_ 11 �2 Cb 41 1012 Parent material(geologic) (SU Tl&.j R Depth to Bedrock Deoth ro C�ni}.nrlwahn_$t�:41 _,.,_.. t 1 vt a 7 s' _ --. b, a:cra Hui uu v .. Weeping from PI Fnea A ���. Estimated Seasonal High Groundwater Method Used: DETERMINATION FOR SEASONAL HIGH WATER TABLE Depth Observed standing in obs.hole: A, Aj_ ►a. Depth to soil mottles: ltt Dcpth to weeping from side of obs.hole: l Groundwater Adjustment . Index Well# Reading Date: Index Well levol _ Adj.factor— Adj.CJraundwater Level b�tpz 7t'Iwa /v Observation PE]R.COLATION TEST Hole# I �j��' Tima at 911 _ Depth of Perc Time at 6" / Start Pre-soak Time @ ®V, _ Time(9"-6") _ /O End Pre-soak �� ry�],% �, Rate Min./lach �� Site Suitability Assessment: Site Passed X— Sitr Falled: Additional Testng Needcd(Y/N) V Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of Wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\S HPT1C\PERCPORM.D OC j DEEP.OBSERVATION HOLE LOG Hole# r I Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. i ten-V,`%'Gravel) 3 - 13Gv 5L.. �/ • �5-►15� �z ems ��y7/G ' DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.-Consistency.%0 ve 39— 33 Aril �Llo Y123/ �3-72 W SZ. 16�e71 ]BEEP OBSERVATION HOLE LOG Hole#.�_ { Depth from Soil Horizon Soil Texture Sol]Color Soil Other• Surface(in.) (USDA) (Munsell) Mottling (Structure,Stories,Boulders. o i to c GrayelL N" A �G" �� � • SLR �//Ly c/ — � -l3Z c /rl S DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. Co si ten Flood Insurance Rate Map: Above 500 year flood boundary No— Yes } "Within 500 ear bounds No y boundary Yes Within 100 year flood boundary No-_ Yes Depth of Naturally Occurring Pervious Material 4 Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? _ _yd •�� If not,what is the depth of naturally occurring pervious material'? Certification q I certify that on t (date)I have passed the soil evaluator examination approved by the Dopartln@nt of pnvir,onitlr_.ntai_Prot--otion and that the above analysis A„2S i n—form.tdl by—,consistent with the requited tr ining,exl3ertise,and ex erience described in 110 CUR 15.017. Signatur Datb Q:1S•E1'rlC1T ElZCF0RM.DOC FINISH SCHEDULE' 50'-4' y DOOR SCHIEEDULE NO, ROOM TITLE FLOOR BASE WALLS CEILING CLNG REMARKS 4'-3 1/2' 2'-9' 5'-1 1/2' 8'-3 I/2' 2'-9' i'-3 1/2' - Q A ® A LU HT MAT NN MAT FIN BILL F FOYER HARDWD W O _1 D W PT GWB 8'-L' '( A D J I FOYER ENTRY(EXTa 3'-0'X C-8- INSULATED G PANEL I DINING/LIVING H I m i > 2 BASEMENT STAIR 2'-8•X INSULATED R - 3 COAT/LINEN CLOSET 2'-0'X KITCHEN C.T. WOOD 101_51 , CFUICASE I I LU '® S LAUNDRY/BATH al C.T. WOOD p �^ I ✓ 1 BDRM al ALT. 2'-G'X OC ET DOOR ALT. T BEDROOM III H W ' ' l 9 CHASE 12" 21 i '1'(—LINE O CHIMNEY LLI 5 BEDROOM:1 T-0 X r. >I WOOD E R. 1(} UC7 G BR¢I CLOSET 2'-4'X _�)! JAi1 .� ( TUB 0 Iq�.- ABOV 1 0 a 2'-4'X ua� BATH -' I. K�'.3 I \ — __J 8 W/D CLOSET '- X BI-FOLD LOUVERED STAIR UP HARDWD WOOD - ID�E� _ - _ ED 9 LIVING ROOM TEXT.) 2'-8'X INSULATED THERMATRU 15 LITE O - N-CI E - 10 OMITTED v I FLUE-VERIF TSIZE II GARAGE ENTRY 2'-8'X INSULATED FIRECODE FOR STOVE 12 GARAGE 9'-0'X 11-01 INSULATED OVERHEAD �_,�- _ S BEDROOM 92 HA [`T j rWOOD PTD GWB PTD GWB IS LINEN i ATTIC '' I_ ATTIC E BEDROOM 43 HA - -�'� T'!'WOOD N BEDRM 2 'v�___ IL +� �F—LINE OF WALL 13 BEDROOM#2 T-0 X 1 a'FTI¢ Il I I BELOW N 14 BR C2 CLOSET - C BATH G2 C.T. C.T. BEDRM 3 ' • Q 13 °A vy HALL I I 15 BATH 2 T-V X O m - - - IG LINEN 1'-8'X11 _ RIDGE_ _ w BEDROOM 93 2'-6'X ASEMENT CONCRETE GWB/GONG 8 1 BR s3 CLOSET T-0 X BI-FOLD 14 O w 19 ATTIC ACCESS 2'-0'X4'-O' INSULATED CUSTOM PANEL IP_4 - Y. IB II'-10' O o 20 ATTIC ACCESS 2'-0'X4'-0' INSULATED CUSTOM PANEL ATTIC ACCESS T-0'X2'-0 INSULATED CUSTOM PANEL FINISHES TO BE VERIFIED. - CLO. KNEEWALL CEO. KNEEWALL i •i O ___ ______ -___P 111111 Jill WINDOW PRAME COMMENTS CABINET BELOW c UJINDOW SCHEDULE SHELVES ABOVE IIIfl- R,(2_SIZE MAT rim MAT FIN CITY A DH 32S I T-8'X T-9' 14 - B DH 2851 2'-Y X 4'-9' S I 19 C C 303E 2`0 X V-O' 1 CASEMENT - I O ATTIC ATTIC D OH 2442 2'-0'X `0 2 - 1/2'PLYWOOD O b o - E GAR.DR TRANSOM T-T X 1'-2- 1 DUCT F AWN 2424 2'-0'X 2'-0' 1 CHASEv BSMT FORMTECH 2'-B'X 1'-4' 4 OR EQUAL INSULATED VENT ABOVE - DOUBLE HUNG WINDOWS TO BE STERGIS'STORMGATE'VINYL SYSTEM. - AREA FOR I �• IF IMPACT RESISTANT GLASS WINDOWS ARE NOT PROVIDED,PLYWOOD SHUTTERS SHALL BE PROVIDED FOR ALL WOOD STOVE WINDOWS SUCH THAT THEY MAY BE INSTALLED BY HOMEOWNER WITHOUT TOOLS IN THE EVENT OF A STORM. Ii.,% BRICK COVERE IT ALCOVE -r SECOND FLOOR PLAN SCALE: 1/4'= 1'-0' SF = 624 GSF ti f3 Q < Oz 1 ' j STOVE WIDTH 50'-V DETERMINED BY II OL Q TESTED CLEARANCE -1 1'-10 1/2, 1'-3 1/2' 4'-10, 33'-6' DIMENSIONS REF: Q(L ---- i 2009 IRC 130E G HH b I F771 oo0AT1 FIREPLACE A- - 50,_G. OL I LINE OF DECK DECK __ Q ABOVE 25' I/2' 9'-2' V-21/2' Q I I 1/2, T-21/2' '-61/2' '-O' r 9'-2I ' 1 I I lO I oONl ro_ G IIIII IIIII1Ir-�5'—----L_—I-'--5-'J—-----—L-J-F�3IL_•=_-4—_�•-—i'il J J-L-----L-I'-II-'J---r---1I—---r----------------_—--`Jt—II1I :�-11 —III---1------------_—----III1II IIIIIiII1 On OM -- — 1 I C/^A I\N BELOW SH VE5 ABOVE-__-vB Ec\_\^v,, l G L———— IDETAIL A v --_ la- I 0. SCALE: 3/8' 1'-0' ACCESS 12'-2" 3' II-5' BATH I USULA ASC I VENT KITCHEN Aeov 2XIO JOISTS 12" O.C. 5 I/ , IVING RM/ . = LT. DINING BASEMENT G 3 1/2' CONC. SLAB '"W STOVE WIDTH 0ELE ALT. 2'-3' 3-8' 3-8' 21- ' ESDCARANCE DIMENSIONS REF;/8' S'-1 5/8' 3'-1 I/2' S'-10 5/8' S-10 5/8' 1' 3' DOOzsF 2009 IRC 130E l HH GARAGE 13 (1)1 3/4' LYL 9UNEXCAVATE 3' 3- CO AD AE . 0' ----- 3-3 3-1 _________________ 6D f $ •� — w�\ mo�'�.y°tBd.I I _ I I (4' REINFORCED CONC.SLAB BEDRM I DINING R / M 3 1/2' DIAM. LALLY I ABOVE FOR GARAGE -PITCA A w I COL. ON 30'X30'XI2`1 I I TOWARD DOOR TO DRAIN) I ALT. LIVI G o ,r CONC. FTG. TYP. II i 12 i (A ro I p ------ —J I A w 0 1 B' CONC. WALL ON I ——————————— I HR pLid P9 w 1 I \O I r _IL'X8' CONC. FTG. 13 E T ASOM 2XIO JOISTS 012' O.C. Z LIL - O U r I ° I NOTES: � ————— — —_T———— ——— 5/8'@ ANCHOR BOLTS WITH 3°X3'XI/4' O O O Oo °) L'-4 I/2' O i — G ——— 3'-1 I/2' S'-G' 4'-1 1/2' 4'-10 1/2' S'-L' 3'-1 1/2' 2'-10' 2�9 1/ ' 2'-10 I/2' 1'-0- 15'-3- 1'-0' G'- I/2° 2'-3' 9'-6' DooR DROP 2'-3' PLATE WASHERS,7 EMBEDDED WITH _ a 28'-O' EPDXY. 8'=L' 14'-O' PER TABLE 4 OF WFCM CONSTRUCTION 28'-0• 8'-L' H'-0' a 4 fA - I 50'-C GUIDE,1.15 ASPECT RATIO,ANCHOR BOLT - - FF= 996 GSF FOUNDATION PLAN SPACING TO BE 32' MAX. 8' FROM.END FIRST FLOOR PLAN SF= 624 GSF SCALE: 1/4" = 1'-0' F____-----i OF PLATES AND CORNERS PER FIGURE SCALE: 1/1' = 1'-0' TOTAL LIVING r1REA = 1,09 GSF NOTE: DOUBLE SILL PLATE TO o I 1. •, NOTE: DOUBLE SILL PLATE TO ,RAISE CEILING IN BASEMENT. D_ •---------� RAISE CEILING IN BASEMENT. 5 OF WFCM GUIDE. A-I • U 1 fi a ♦ I .n Q _ s J _J 1o'-c o W z UJI I IJ U ®E3 d :I I FLUE PIPE ® ® ® ® ® ® RIDGE li G G Ii :I l,. I .. I L-._------------------- I L------------- J I I I I I I J i L-J '' ATTIC ACCESS �--- -- -- - -- - -- --- T- - --- --- -- - -- ---- -- ------� BEHIND FROM BR 92 L_____ ___ _ _ _______ _____________ __1___ _ _____ _I c L _-_ J_ __J - __- DINE ULAATED M T LBESTOS 28'-0' 8'-L' 14'-0' I I FLUE PIPE I FRONT ELEVATION RIGHT ELEVATION SCALE: 1/4' = I'-0' SCALE: 1/4' = 1'-0' BRICK ALCOVE SHELVINGB ABOVE CABINET BELOW Q(17 I � TO GUAII E Q > Ln L LI _ AREA FOR WOOD STOVE WIDTH STOVE - - LIVING RN DETERMINED BY c�N 12 TESTED CLEARANCE s'!- SCALE: 3/8'=1'-0' DIMENSIONS REF- 5 2004 IRC 1301 t 1414 - r II — ' FALSE RAKE t TRIM ® _ II II + �I \ ® U ® _ SHINGLES v •� O © B © ;O © OD I DRIP EDGE/FLASHING > m FMA v DC4 AND BCB U � m TRIM is Q N Cl I , U(BLOCKING u a' , i 1i ------ ---- I LEI Im SHINGLE SIDING L IL J PLYWOOD SHEATHING r, SHEATHING L-J I I L______J I _ —} _- _'_ - -=—J__ __ __ ___ 2XL INSULATED STUD WALL Q pm ------------- -- ---- ----------—J --------- ALSE ------- ------ --------------------------------- , KE DETAIL C/1 3030'_0' \ I SCALE: I In•.P-O• °' ~ J LEFTLEFT ELEVATION �/ a P-2 J SCALE: r-0' REAR ELEVATION u 'ALE: I/ '_ '-0' SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES LEGEND MARKED WITH MAGNETIC TAPE OR 1. DATUM IS ASSUMED (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 99 - EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS AVAILABLE 2" PEASTONE OR GEOTEXTILE TOP FOUND. EL 69.2' FILTER FABRIC OVER STONE (v\ X 99•1 EXIST. SPOT ELEV. \ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 56.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 67 -68' -[99]-- PROPOSED CONTOUR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST BLOCKS OR PRECAST H-10 WATERTEST D'BOX FOR LEVELNESS UNITS TO BE AASHO H-1� [98.4] PROPOSED SPOT EL. RISERS �•1 PRECAST RISERS 2'e 4"OSCH40 PVC MORTAR ALL 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH1 PIPES LEVEL 1ST 2' �25• COMPONENTS INVERT IN 64.0' TEST HOLE TYP. c 4 YY ENDS ( ) SIDES 65.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE ° ° o *65.47 10- TEE GAL H-10 14" o ° oa o ° a ov WITH 64.97' TEE SEPTIC TANK TEE 4.72' ®�® ®�� ®��EA- �EAm ,°oo °°o ( ) 2% SLOPE OF GROUND °°°° % D�DOC!�0���® ®0���®�®��� ° ° 310 CMR 15.000 TITLE V. We ua uet o oo°o°o°o°o°o O °o°o°o° ��� o°c°c°�`� a a O O°°°°^°°^O°^O°_ N �0o°O000°00< °�o ?�o 1 1 �1 GAS BAFFLE..",' o 0 0 0 0 0 ° °°°°°° o a o o °° °_° d ° ®a®®�ao®��® ®�®®®®®®®®0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND Lake c >°O°O°O°O ^ O°O°000° , UTILITY POLE w: 4' LIQ. LEVEL (ACME OR EQUAL) '" 64.57 64.4' °°°°°°°° °°°° °° 62.0 NOT TO BE USED FOR LOT LINE STAKING OR ANY Qrc a :.: ,.• OTHER PURPOSE. FIRE HYDRANT °°O°o°o°o°o°o°o°°°°°°°°°0°000o0°00000°0°°°0°0` °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°000° H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL j 611 0000.0 n n.�.� ° o 0 0 0 r.n_9_0_0.o.o 0 3/4"-1-1/2" DOUBLE WASHED STONE 2.5' MIN. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING I ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. a 6" CRUSHED STONE OR MECHANICAL Phone OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.5' X 9.83' 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [2]) CONCEALED WITHOUT INSPECTION BY BOARD OF Route HEALTH AND PERMISSION OBTAINED FROM BOARD TEST HOLE LOGS ( 5 � SLOPE) ( 5 %' SLOPE) (5 7 SLOPE) OF HEALTH. FOUNDATION- 10' SEPTIC TANK 3' D' BOX 10' LEACHING 54.4' BOTTOM TH-1 10. CONTRACTOR SHALL BE RESPONSIBLE FOR FACILITY NO GROUNDWATER FOUND CALLING DIGSAFE (1-888-344-7233) AND ARNE H. OJALA PE, SE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP ENGINEER: UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WORK. NOT TO SCALE WITNESS: DON DESMARAIS, IRS 11. ANY UNSUITABLE MATERIAL ENCOUNTERED DATE: AUGUST 23, 2012 SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 251 PARCEL 114 PERC. RATE _ < 2 MIN/INCH \ PROPOSED LEACHING FACILITY. BUT IS MAPPEDSITE IS NOT IN A TOWN GP ED IN A A TE ONE 2 ZONE 12. PROPOSED DRAINAGE REPAIR WORK REQUIRED 3 BEDROOMS ALLOWED PER CODE CLASS I SOILS P# 13722 °\ APPROX. IN LAURA ROAD, LEACHING TO BE 25' MIN. FROM SOLID PROPOSED DRAINAGE. (SEE SEPARATE PLAN) ELEV. ELEV. ELEV. ELEV. / oy BASIN 4 , 4 „ 4 67.8' pp° 67.5' F \ w p 67.4 p 67.4 BENCHMARK ,l CENTER OF BASIN o Q( �i� w\ ZONING SUMMARY FILL FILL FILL FILL o EL. = ss.51' o yF �pR�VgTe) \ w\ w ZONING DISTRICT: RD-1 RESIDENTIAL DISTRICT ' 22" 65.67' APPROX. SOLID 0(� w PROPOSED 36" 64.4' 30 64.9 24" 65.8' DMH BASIN 5' REMOVAL OF UNSUITABLE SOIL REQUIRED MIN. LOT SIZE 43,560 S.F. EXIST. LOT D - 0 0 \ AROUND PERIMETER OF LEACHING FACILITY, MIN. LOT FRONTAGE 20' S S S �yF DOWN TO SUITABLE SOIL LAYER. REPLACE SL SL Q� MIN. LOT WIDTH 125 39" 10YR 3/1 64.15' 33" 10YR 3/1 64.65% 26" 10YR 3/1 65.63' 26" 10YR 3/1 65.33' 1 �, WITH CLEAN MED. SAND, To MEET MIN. FRONT SETBACK 30' 31.0' SPECIFICATIONS OF 310 CMR 15.255(3) F o MIN. SIDE SETBACK 10' 10.2' BW Bw SL SBL SL j MIN. REAR SETBACK 10' N/A SL SL 46" 10YR 4/5 63.97' 46" 10YR 4/5 63.67' �� �, 6 \oy �\ CORN. LOT 72 10YR 4/6 61 .4 72 10YR 4/6 61 .4 J S S9, MAX. BUILDING HEIGHT 30 C C a �. \ - _ _ ,� 6 y SYSTEM _DESIGN. PERCx Q) �:`. LS LS PERC LS LS �, GARBAGE DISPOSER IS NOT ALLOWED 7.5Y 7/6 7.5Y 7/6 7.5Y 7/6 7.5Y 7/6 1 x o � o `L I H3 ® 1 TH2 DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD 88" 60.06' 85" 60.32' 84" 60.8' 84" 60.5' 2 ° i IS 27.3' \ 1. -\ 6- - USE A 330 GPD DESIGN FLOW C2 C2 C2 C2 �� Opp �,� x SEPTIC TANK: 330 GPD (2) = 660 MS MS MS MS oQ \ O�(.:<;::::::;`:... o �TH1 7.5Y 7/6 7.5Y 7/6 7.5Y 7/6 7.5Y 7/6 o o USE 1500 GAL. SEPTIC TANK [68.5 LEACHING: , �j: ::: [6 10.1' SIDES: 2 (30.5 + 9.83) 2 (.74) = 119 GPD 156„ 54.4 156 5 4.4 132 56.8 132 56.5 p ::y o x `` o �_\ PROP 3 g� BOTTOM 30.5 x 9.83 (.74) = 222 GPD NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED a; 6 ,� DWELLING \ CO GO T.0.FND. 69.2 TOTAL: 461 S.F. 341 GPD SET IN CONCRETE. APPROX. o �� `, \ GA AG 1 s DMH too USE (3) H-20 500 GAL. LEACHING CHAMBERS 8" CAP STONE E 67.7 \ o. 1 .(ACME OR EQUAL) WITH 2.5, STONE ALL AROUND 00 APPROX. r DMH �\ s _ DECK 6" LOAM AND SEED OR /\ 66- 6 � TOP OF 3 PINE BARK MULCH STRUCTURAL BLOCK :.:::. ...... :: ....:::::: / co -�\R �E `� -64 �- 1= LOT 67.0 _ - - =11 =1 I-1 I M 9 34 SF ` \ �6 \i _- I-III-III-III-III-I -III_ \ I-III=III-1\1-III-III-III-III-III-III-III-III-III-III-11 �* 62 MODULAR BLOCK WALL `� }'�.:�III=III-III-III=III=III-III-III,,-III-III=�11 � -1 \I TYy ` ` M A 2'X2'X4' WITH KEY -I -i APPROVED DATE BOARD OF HEALTH Scale: 1 20' 6�o� TITLE 5 SITE PLAN 62 0 OF 2 SET BACK - 0 10 20 30 40 50 FEET .... s :: N CLEAN GRANULAR BACKFILL 5 LAURA ROAD r-a -14p CENTERVILLE, 4 ' \ rt eh'7 GROUND VARIES PREPARED FOR ' r 62.Ot MIN. - CROSS-SECTION q� �•` �"kOOF "Asp >;r ,vat off 508-362-4541 BRUCE MACGREGOR z 1' WIDTH FREE DRAINING RETAINING WALL \�°%DANIETLA. tiG \l C�i`f�l"L \ fax 508-362-98800 6-roi BURY DEPTH - OJAA t _. I downcepe.com „ - GRANULAR BACKFILL CIVIL "�.LA �i'? DATE: OCTOBER 9, 2012 6 MINIMUM (NOT TO -SCALE) 4 IV0 u n � down cope engineering Inc. REV: 1-8-13 (MOVED HOUSE/SEPTIC) z �o �F a \ %` REV: 10-4-13 (SAS COMPONENTS) N ssc STE N F s` civil engineers _ orJAL � land surveyorsScale: 1"- 20' 24 CRUSHED STONE LEVELING PAD DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) D�E # ��-2®� MEDIUM COARSE GRAVEL BASE YARMOUTHPORT MA 02675 0 10 20 30 40 50 FEET 6 MacGregor.DWG