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HomeMy WebLinkAbout0010 COTUIT COVE ROAD - Health 10 COTUIT COVE ROAD Cotuit A:= -0 0.5-014 �� a TOWN OF BA�RNS1TABLE p LOCATION . Q CA�d' W V C SEWAGE# VILLAGE S & ASSESSOR'S MAP&PARCEL l INSTALLER'S NAME&PHONE NO. Q\oA S =yxc &25y 77D177 SEPTIC TANK CAPACITY j 00 io" LEACHING FACILITY:(type) 2 500 61al 6�ow6ers(size) NO.OF BEDROOMS OWNER G ✓�� PERMIT DATE: COMPLIANCE DATE: 17 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /✓O 6 N04AL4�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 leach in f ' ity) Feet FURNISHED BY (O`er 0 No. Fee to THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pplication for -MisposaY *pstem Construction Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. �Q ('jib 12d, &4 4,!' Owner's N e,Address,and Tel.No. �-fkQ%Ci�i..Z Assessor's Map/Parcel — Installer's Name,Address,and T . o. /Designer's Name,Address,and Tel.No. n.,:7:jLC J`�Ss fJ �[7l�� Ut?IL,�LtC' �a<°� t�i.Lc�.; � 40`. ' 1 1 � 11 n C Type of Building: J TO Dwelling No.of Bedrooms 13, Lot Size` sq.8. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date . , �/ Number of sheets Revision Date Title Size of Septic Tank - Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 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 e Ith. Si d i' Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �O / — Date Issued V' - ,,,.. 4- No. t f� ©n — � •° Fee THE COMMONWEALTH 0EWASSACHUSETTS, Entered in computer: PUBLIC HEALTH DIVISION - TOWN OPIBARNSTABLE, MASSACHUSETTS Yes 2pplication for Bisposal 6pstrin Construction J)Ermit Application for a Permit to Construct( ) Repair( ) Upgrade'( ) Abandon(") H-Complete System ❑Individual Components Location Address or Lot No. jQ .eol,t 14 eow,e 11({ (,t6 fu r ,!! 'Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Te1,No: v f nDesigner's Name,Address,and Tel.No. 5D�30 2--VSY/ PC[,,(S El �(�f/cc(i�r �,�c. �jJ�'�/��-c�1�� C d{tI'lt(4,, 1., A ;r�uein.r� ,Za L+.. 91 /-11 ir'//, C� ° t ,A P< ��e AA 14 n2G V� �_za� 4Ala-tL, S� alp; P- f2fi V/kA,A�l,��r h Type of Building: 4144. 7- —toOf Dwelling No.of Bedrooms � i Lot Sizesq.ft. Garbage Grinder( ) Other - Type of Building l//b!(.:�..L, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow(min.required) gpd Design flow provided Q «. gpd Plan Date 17i y/ l Number of sheets T Revision Date Title j Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) • �� 4 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in k 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 oof.N'e Ith. Signed J / "" Date Application Approved by Date Cl r Application Disapproved by Date for the following reasons 3 Permit No. ;0 ^ /K Date Issued d a"t r R 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 e UA-� 41- W1,1 U/,f/!fc / rr at /�n 1��' 7/i (1e�/f l /t /t/J. /� has been constructed in accordance _ with the provisions ,o�f"Title 5 and the for Disposal System Construction Permit No/��"' r 1�{ dated Installer/ l.L C F �A/i// %l/,/ _.1 ii Designer /_J�/,t�( I �( �j�dt f f'. A-. %i1i�; , #bedrooms `� ✓ Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will fun tic on as designed. t/\f {{ ) J Date �_ ( (Z 7/1� Inspector �„/`r,% 4]"A ---- ----- _ - - ------ ------- ------------------------- - --------------------------- No.9 0 / r b / Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposa[ 6pstem Construction permit Permission is hereby granted to Construct O Repair( ) `Upgrade( ) Abandon( ) I System located at �(�. (��/I,((f (�t�/i(.t /1/� , (� I J F 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:Construction must be completed within three years of the date of this permit. ^ Date s ��^ Approved by Town of Barnstable �°�'"E''D t• Regulatory Services Thomas F. Geiler,Director "* snaiasrnai.E, Public Health Division rFD MA't A Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: i I Z7 I q Sewage Permit# � � 7 Assessor's Map\Parcel ) 4 Designer: 'DOWN OME E IJ6INEMN61 IP. Installer: ffpN e5 rYCAVftT'f N6 Address: `?-R WE &A Address: j!�� 44 bh'T'/ YAK-4UN PORT h��t /YW Ozbgq On ���� 1���5 &e2zJ "r was issued a permit to install a (date) (installer) septic system at Ib aTU IT(-t)V6 PP, roll)IT based on a design drawn by (ad ress) bAN►tq,& a)ALA: PE . PL5 dated MAY 20, 201 (designer) 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. 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. � ZH OF Mq`sgc DANIR A, y� o OJALA (Installer's Signature) CIVIL No.46502 o � i SSION AI e (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN . TO BARNSTABLE. PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:.Health/Septic/Designer Cedification.Form 3-26-04.doc 05/24/2019 08:35 5083629880 DOWN CAPE ENG PAGE 01 TRANS. c;rhYrr'c:DwN: APPLICAN. L ; /7 dU `I) —_._... ADDRESS: __.�U . )4" 1 "� DESIGN FLOW: —. _,._._.,.3 3a _ gpd REVIEWED BY: DATE: N/A Offs NO �1 ,•%y�iA':' .:I!t,..,:/•• :;1: i:(:!J•n,.y 1'.J;:.:�:;; y 4 F..' n�" il,:.il �it• : , Sri';, C. ':,r;?r8i'at•!' ..r 7`'a ..n' ,Y ,,..,,,,. � 'J1� 'rf�,,:,. •Jt:" ;:�.'�"• Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on.plan [310 ' _CMR 15_2.9.( ( )(u)] Locus Provided 31.0 CMR 15.2204 t Plan proper scale? (1"=40' for plot plans, 1 '=20'or fewer. for components) [310 Ma 15.220(4) Easements shown 310 CMR, 15.220(4)(b)) System located totally on lot served [310 CMR 15.405(1)(a) for upgrades)- if not, a variance is required 310 CMR 15.412(4)] Lucatiun of impervious surfaces (driveways,parking areas etc.) 310 CMR 15.220 4 d Location all buildings existing and proposed 310 CMR. 15.220(4 c Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] S stem.Calculations [310 CNTR 15.220 4 daily flow septic tank capacity(re uired andprovided) soil absorption system (required and.provided) whether system designed for garbage grinder North arrow 310 CMR 15.220(4)(g)] _ Existing and ro)osed contours 310 CMR 15.220(4)(E)lIJ Location and log of deep observation holes (existing grade el. on each test) (310 CMR. 1.5.220 4 Names of soil evaluator and BOH representative [310 CMR 15.220 4 h and i Location and date of percolation tests (performed at proper elevation'1 310 Chat 15,220(4)(i)] Percolation test results matcli loading late? 310 CMR 15,242' Certification statement b Soil Evaluator(310 CMR 15,220 4 Observed and Adjusted-groundwater (method for adjustment given,or indicated) [310 CUR 1.5.103(3) and 310 CMR � 15.220(4)(n) Address� �..__. _— Sheet 1. of 7 05/24/2019 08:35 5083629880 DOWN CAPE ENG PAGE 02 N/A UK NO Location of every water supply, public and private, [310 CNM, / 15.220(4)(k)] within 400 feet of the proposed system location in the case of surface water s plies and gravel licked )ublie water su l within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of rivate water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMRA 5.211. and any catch basins J located within 50 ft. 310 CMR 15.220(4)(1 Water lines and other subsurface utilities located(310 CN% 15.220 4 rn)] (if water line cross sec 310 CM32 15,211(1)[11) Pratte of system showing invert elevations of all system / co m orients and the botiom of the SAS 310 CMR15.220 4 0 ] Stamp of designer 310 CM 15.220 1 and 310 CMR 15.220 2 ] Stamp of.Registered Land Surveyor(required if construction activities within 5 ft. of lot line)1310 CNM 15.220(3 Test Holes adequate (two ur each of the primary and reserve unless trenches.as permitted hi 310 CMR 15.102(2) or as .approved for anti -ade under LUA.at 310 CMR 15.405(1)(k Test hole adequate to demonstrate four feet of suitable m.atexial? 310 CMR 15,103(4)] Test Holes adequate to confirm adequate groundwater separation? r310 CNM 15.103(3)] Benchmark within 50-75' of system '310 CMR 15.220(4)(g)] Materials specifications noted? [various sections of 31.0 CmI 15.000 System components not>36" deep (unless Local Upgrade Approval.or LUA re vested) [310 CMR 15.405 1 b Sheet 2 of 7 05/24/2019 08:35 5083629880 DOWN CAPE ENG PAGE 03 N/A. Ohl NO S� 'r'�' `'r y,;lr�•„i''7l4'l:;:,iP:a;,.,•,"' pTlY Y,r; ;ia;:;r•`tE::,,,'R` :,re�Yi ,�•:p. •n,•4l fn�_;':�ra..a:_ g.; •., --•lq;: 4 r;, x. elS' ";'tsl,/,; o�n1'a; �,v, f�� ufi,.?; l.cti ,(��*'•t � , i�,r � ��� �Q4'; f;��;•";• a'I,�"�'; al<IG'�fA I�.x,,',:,, .,,�',:� � v :4,+.'�',:.. n� a'kYa$ �rl, ��a Y ,. .,,, ,:,,.-7�3.c.;c';t,.,•,�,... Size OK.? 310 CMR 15.223 1 Inlet tee located ter).inches below flow line [310 CMR 15.227 6 Outlet tee 14" or 14" + 5" per foot for increase R depth(310 CM11, 15.227(6)] Outlet we with gas baffle or a)proved Bilter 310 CMR 15.227(4)) Note regarding installation on stable compacted base [310 CMR. / 15,2281 �/ _ Separation between.inlet and outlet tees (no less than liquid depth) [310 CNM 15.227(2)] Inlet/Outlet elevations at least 12" above loth groundwater (except as described 310 CMR I5.227(5)) or permitted for J upgrades under LUA 310 CM7t 15.405 1 (k)) Minimum cover 9" ('J'anks buried more than,9" must have risers / on all openings and on the d-box) [310'CNM 15.2228(1) and 31.0 CNM 15.232(3)(D) Tt -ec access covers (inlet and outlet must be 20" or greater) - J middle access at least 8" b 7/07 310 CMR 15.228(2)) Access to within 6 " of grade --one port for systems<1000gpd, two for systems>1000 g2d 310 CMR 15.228(2)) All at-grade covers secured to unauthorized access? (310 CMR 15,228(2)) > 10 ft from building foundation (310 CUR 15.211 1 Buoyancy calculation Required/Done 310 CMR 15.221(8)) H-20 Where a22ropfiate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211 ....,,...w,:y>:•-;,� � Yr, :e,r¢w,xnry a11�CS ., �. Jr .i,.�s�•.s' rstel• },6:,���,C ,!111hA:M,,,,�,7'.�11>.�1.....:....: +11P0 '�., , i r �1,N. t :r`'.b!cCk'•irr. .. '�'i m�+�1i,'P'�'1'.f•.�1 if.,,;,r„ Required when other than single-family dwelling or flow>1000 d -31.0 CNTR 15.223 1 b First compartment 200% daily flow; Second compartment 100% daily flow 1310 CMI 15.224(2) and 3 " P pipe through or over baffle, outlet of each compartment with gas baffle or approved filter 310 C Mk 15.224(4)] { Address Sheet 3 of 7 05/24/2019 08:35 5083629880 DOWN CAPE ENG PAGE 04 N/A OIL NO '.`• �`S`' '+�'.,:i 'j,' t' y;C'/ ?ll7l''�4}.:'ai y��YlilRAW 10k�r�a�+� Located at least tell feet from any water line? (310 CMR 15.222(2)] Disposal piping, at least 1.8"below water line(when water and, sewer cross, see 310 CMR 15.211 1 -1]) Cleanouts required/provided ? 131.0 CNa 15.222(8)] "Thrust blocks sp ecified in force mains? 310 CMR 15.221 6 (c)] Slope of sewer line nut less than 0.01. (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Proper pitch oil all runs? (.005 within gravity.,distributed trenches and beds) 1310 CMR 1 5.251(9) and 31.0 CMR 15.252 2 e • Si hon aroblein/(leachfield below pump chamber Bndca s or vent marai oldspecified? Size and orientation of discharge holes specified? (not smaller / than 3/8"not larger than 5/8") [310 CMR 15.251(8) and 310 J C1vIR. 1,5.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) ��('� ,.'�+..1�',�1����.., T)T�1�� `� A'�W.�r . .'�!!!�'� � 'A'1@I� { i� 1'.��.;iu��l'��: .+.s't�� '�w( .d—MKSY6•.,..�t�R.N:,.....:, �� !, q, � �' S179s,. ' (iM 4' ro IN.".dP:'^: Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d;box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser i.f dee er than 9" 310 CMS 15.232C3)(01 iCn,side min murn dimension 12" 310 CMR 15.232(2)(b)] lvliniMUM sum 6" [3)0 CMR15.232 3 e Watertight cover if<2000gpd); waterproof manhole i£>2000gpd [310 CM1R 15,232(3)(d)] T� �7 Capacity(emergency storage above working design flow)? [310 CMR 231(2)' 1'ru er setbacks 310 CMR 15.211, same as septic tanks)] Watertight 20-in mirdurn access manhole at least 20"MZJST BE TO GRADE [310 CMR 15.231 5 ] Service components accessible (not too'deep with piping, J discomaects accessible Alann floats - alarrn on circuit se arate fi-om pumps specified?' ]r'xoccds twu ur)its inust have two pumps operating in lead-lag mode. 31.0 CMR 15,231(6) and 8 IStable Corn acted Base 310 CMR 15,221 2) _ Buoyancycalculations needed ? Provided? '310 CMR 15.22]. 8 - Address Sheet 4 of 7 05/24/2019 08:35 5083629880 DOWN CAPE ENG PAGE 05 N/A OK NO v Y r f 4" f P pa ,r.;. •a r •, ycv,i� t^`Y. C�;�XAI�SCjI�t�']�:�,U�''r�;YS•Jt�IYI:�A(SA•�.)►C�]�1V:ERA•�'�,� " , ,���,�;tl ,�r,r�h ' uas::�i` �i'+�a.;��: .�: Calculations correct? 4 ;Feet of zraturally occruruig material demonstrated? (310 CMR 15.240(1)] Required separation to groundwater? 31.0 CMR 15.212)] Aggregate specified as double washed 31.0 CMR, 15.247(2)] System Venting required/provided? (system under driveway or >36" deep)[310 CMR 15.2411 lxrspection ports specified and within 3"h.nal grade? (310 CMR 15.240 13)L_ Breakout requirements rnet? (No violation of breakout elevation within 15 ft of SAS unless barrier) (310 CMR 15.211(1)[4] and Guidance Document] ,X X7+" )l? rr��"S GIAT`,�'?I+l���ee 3'I;O C1V[•��L'>C25 �¢r,�� �y ,. {5"�? ,tyn . t ,If�k.;���,$ �Y. 0, .. ':i:.l. +1!. . T!'. :5... Al�:..1 ,'..;v ta?S V:i°' 1 ;l'. ..4'SS?.'l�C;.:, n. Chambers and Gal. hi trench configuration supplied with inlet / every 20 ft. 310 CMR 15.253(6)] 1V Each structure with one irzspecti.on manhole(if>2000 gpd must be to grade) [31.0 CMR 15.253(2)] Aggregate I' minimum-4'maximum. 310 CMR 15.253 1. b 2'sidewall credit maximum f310 CMR 15.253 1 a In bed configuration, inlet ever 40 sq. ft. 310 CMR 15.253(6 22 Width 2'nninimun) 3'inaxivaum 310 CMR 15.251(1 b 100 feet-rnaxizzrurxr length [310 CMR 15.251 1 a Minimum separation 2x eff.'ective depth or width whichever greater 3x ifreservc between trenches 31.0 CMR 251 1 d \ Situated along contours 310 CMR 15.251 2 Breakout OK? 310 CMR 15.21 1 1 '41 and Guidance Document] Rv INS' M-4115"I'A"IMIN, minimum 2 distribution lines[310 CMR 15.252(2)(a)) Maximum separation between lines 6' 310 CM R15.252 2 d Maximum separation between lilies and outside of bed 4' [310 CMR 15.252 2 e Aggregate depth below discharge pipes 6"minimum, 12" maximum. 310 CMR 15.252 2 g) Separation between beds 10'rninimum. 310 CMR 15.252(2 Bottom area used in calculations onl 310 CMR 15.252(2)(i)] Address Sheet 5 of 7 05/24/2019 08:35 5083629880 DOWN CAPE ENG PAGE 06 N/A. OK N4 � '14NIIIi::Jli ' .•a:•Jl�.;`. A, NQ�.a��y1 �I Ia,7LxcstiyDi;W. T3'.H1'It. L'1 w� � "v 5�' �� �- k'�i. a"R'e j•� ��1'. Pressure Dosed.System ? Provided pump and piping calculations as required f310 (;MR 15,22MI r Pressure dosing required,on all systems>2000gpd or alternative systems under remedial approval (310 CMR 15.254(2) and 1/A J Remedial Use A 22rovalsL If used in gravelless system -make sure jet is directed as not to scour soil interface Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly >2000gpd) &ood to note on plan 1310 CMR 15.254(2)(d)] Construction in..fill -.Did the plan specify that the fill shall meet the s)ecification of 310 CMR 15.255 3 ? Im ei-vious barrier and/or retaining wall ? [Guidance Document � Impervious barrier installation must be supervised by / designer[310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered professional Engineer [310 CMR 15.255(2)(a ' Side slope not exceed 3:1 ? 310 CMR 15.255(2 Breakout requirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. ` recommended) 1.310 CMR 15.255 2 c Check DEP A• • roval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil r interface —1M. J ��n.N.�+t•Y.,1P�Y..,F,�"s,.� a/ .I�h 6SL;.��'1. :S / .r Was DBP Approval Letter provided.andor have you reviewed the letter for conditions? Is the technology bein.pruperly applied and does it meet all J DLP 6,p2 roval Conditions? Is there a note on the plan regarding the requirement for e ietual maintenance a eement? Any alarms involved on se arate circuits Did the applicant submit an operation and maintenance. / manual? {� Has applicant submitted a co y of a maintenance J �� Are the variances listed on the plan? [310 CMR 15,220 4 R.LS Stamp necessary on plan,if a component is within five feet of iro ei line 3.10 CMR 15.412 4 New construction or increased flow Proposed- [Refer to 310 CMR 1.5,414 Address Sheet 6 of 7 r 05/24/2019 08:35 5083629880 DOWN CAPE ENG PAGE 07 N/A OK NO ,t:4.w•o '.d•" :,'; %,.f i7�1�"v4 4rr� :•;tC; �' '1' f •'!!",if';;'d:k,.•4, "1 f+ha,F�;�.,;:.r, �,�;r•••• 2/2+`.S J Sll'll/ J'B .�a„:;1,,;". �:)11r:'iis'�i';E•'.?'Ir. r j�,',, ,,.�•��•,�.Ri;�yb �'2' '��1,� r a�;. r':Itt�.�'�y,S,�71.,„.:.rY, . °��� �V�tro ......., :,�,�.... ���,., s �� �.. .. ,��I; ;�',-,�.�•:� ;,.s.:s .r,�r:t�, ;�,xf� ,tirr."W,;,., �:,,, ,.:,�,n: ,:,, r, :...r.: ..,.....,. ,...,.n l..,.1'�.hx,,.: :: '. ..� ,.,• :.�•b'S. <:.Y;�:L. •In,d.•.iy�l:g b ,,b Y)i./...:ia,:r: '�.•� f.V...vd. .4.;Lr Is the system in a Designated Nitrogen Sensitive Area(Zone I1 for a public supply well)? [31.0 CMR 15,214, 310 CMR 15.215 and.• 310 CMR 15.216 - also:refer to Policy regarding upgrades of such existbig systems] Is the system proposed o:rl the,same lot as served by private well? '310 CMR 15.214(2)] . A.,re the ni.txogen loads proposed in eo»zpliance7 [310 CMR 15,216(1)1 �t�:'t:r;:� ...,p•;�.•• ., ,�0,..g . .'r, �1'•'••n;; ,�A::.u,: n'a,t••Y,•j:r` w r;x �.'p �.:as y;t; •,r; .:ra:�•;�r.:' , , f.:•, rp;y .<.1•..,i..t p �,:��. r ,�: .st .,/�4, y, r�.'.';1;�K,„tia �t�' �u1' "1•':( � ;W.?• '1�°' 6'l'��.,:,w".'¢, �rt.#.,:;.;,C, r {�YC���11.71'�brlr �a,C f�.i r�`S;in" a1,r r.:r.• t `kllt'I�rin r:tr� J F�..n:e� ��°�;;�3 f vS��,,y y�(p( �,�� ���;,r ! c r�,,.;' r;'�'(:�.: :. ,.�+i.,.4+r;a.'. `:E.r .rL��n�t�!':,.J.;+:;,;9+�+rR:;'l'i?•..C�.,..t{.,.,�.k�'�.,,.v'�t,r.�`.. .:li,..Nr�'�lAi`�T<<YrM".Gf1 �,n.. ,ti'S;%Ji'.k,l:�f:Y::;rrhzti`.t.. ::n.�.t:, 1:.;;';.�;,, Purn,ing to septic tank ? 310 CMR 1.5.229 Shared System 310 CMR 15.290 Address �_ __..__ .^ __ Sheet 7 of 7 - .. . Town of]Barnstabie r# . ram prrlig , 4 Department of Regulatory Services _ t 1-7 . .a ` ]Publi c ealth`D�vis ion ' <asq �tim 200MainStreet,.HyanntsMA0260Tks CO Date Scht doled l r z/" Time . Fee Pd: Soil Asses ment._ rspobi�ity salP,Se ,� 1 Performed B ` 'rem. . : Y Witnessed By LOCATION GENERAL INFORMATION - j*ation Address ` 1 Owaer's Name . • ;w,sC:��� - � ,�darrss �1�, $ :i�Y:�ne:=t2 p�';v-�t }` nrl-cYsz,P� _.. O Fj: Engineer,,s Name Assessor sMap%Parcel` c41 Y7o q/leE fl t1� r NEW CONS MU.Cnbi4 REPAIR •Y, . _.. Telephone# J��—. . ''7. 1 Land Use i f <8 +° $ Slopes(g'n) +.� $iirface Stones. �� t Distances from_ Open Water]3ody� !eft Possible et.Area .ft Dnn&ingWatet V/ell I '_---•ft" i Dra�riage Way'...+ ft Propeity t me' C ft, Other _ .. ft SKETCH:(Street name dtmenslons oflot,exacelocauoris of tesi]toles&peic tesO.Aocate we[landsIn proximity to holes) r • a F De th'to BetUvck Jdjs Patent matenal(ge'ofo 'c):,. P . .... ; th to GrouRdwater. Standing Water ih.Hole o Weeping from nit Pace " rlJ ° Dep . r y � Jo cl ,Estimated Season8l.Higli Gtoundwatei DETERIVIINATION FOR SEASONAL HICH WATEIr'T'ABL;E> Method`Used- Depth Observed stan obs.holeding:in Ih D-epth W SolI 6kt(Cs. It1. Depth to weeping frorti side of obs:hole in groundwater Adjustment ft IndezWell# RcadmgDate, Index Welllevel �, AdJ f3roufltlwaten eve] _ PERCOEATIO 1 TEST bete �.s, 'Thne Observation `i`f,..7> ' _� �r�,• Time at h" ' Hole# o, -, + ,, •L`f. y'Z Z °Oft. rJ'� !Tlmeat I Depth:of Perc Start Pre,soak'Tirb -- End:Pre-soak • -.Rate NIinJInch' �' << .. , � = .. <: -. -.` T d Sue Suitability AssessmcriE. Sue;P.assed + Site Failed = Addifonal estin�Neede (Y/I�; .. Onetnal Public Health Division', i Observtttwn Hole Data'l o Be GompI ted If percolation est Is;to be conducted Within 100' of wetlant3,you must first notify the,; Rainstal ie Conservation Dlvrs on;�t feast one(:1)week"prior'�o beginning. QMF_PTICVERCFORM'.DOG' r DEEP.OBStAVATION,HOLE LOG HoleA Depth from Soil Hgriz& Soil Texture .Soif Color Soil they Suiface(in.) (USDA) (Iylunsetl) Mottling '(Structure,Stones,Boulders.. t. 7 onsigeogy, vel C - t Lsa 5rnvit� Io 12 36 - 1 3F- c. 17, 4. DEEP.OBSERVATIOIN HOLE LOG Hole# : Depth from Soil Horizon Soil Texture Soil Color Soil Other Sutiace(in:) (Mocscll:) motthng. (St:ni hire,Stones,Boulders. = G sistencv.% rave l tSOJ DEEP OBSERVATION HOLE LOG H61e#�a Depth from Soil Horizon Soi1'Texture. Soil Color Sod Other Sittface'(iin (USDA)' (Muuscll) Mottling. (Structure,Stones,Boulders. Con i to c G ve ` C. ri CA 1 DEEP OBSERVATION HOLE LOG Hole Depth from .Soil Horizon Soil Tcxture Soil Color Soif Other Surface{in:)- (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Conti en Cou ,�� e 12y(z 8 _z9 13 boa my 5qtj lo_ s-I g •Zq -1-M, Z. Sid -7> - Flood Insurance Rate'Map: _ Above 500 year flood boundary ;No•._ Ycs y Wtthiti SUO year boundary. No Yes Within 100 year flood boundary No A Yes.,:, .:.. Depth,_of Natutrally Oecurring Pet=vious Material. Dees at least four feat: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 naturaity occurring pervious material? -, ;Certification • I certify that on (date)I`have passed the soil evaluator exaininat►on approved by the Department of Environmental Protection and that the above analysis was performed by me.consistent with the required ,expertise an xperience described in 10 CNM-15.017. Date P Signature j.Q WpM- MBRCM1k,M.DOC: Maximum Wastewater Discharge Allowed Based Upon Lot Size *if one parcel is within multiple zones, use the more strict limitation for parcel (bolded below) State 1+ 1/3 1+2/3 Defined True Acres Acres 2 Acres Acre Acre 10,000 13,333 20,000 30,000 =33,334 40,000 =43,560 50,000 =58,080 60,000 =72,599 80,000 =87,120 S.F. S.F. S.F. S.F. S.F. S.F. SY S.F. S.F. S.F. S.F. S.F. S.F. STATE Title V: 310 Red - CMR 15.214 110 110 220 330 330 440 440 550 550 660 770 880 880 Diag. Lines *applicant can _ apply for a variance. STATE Red With I/A Diag.Lines Technology 110 220 330 440 550 660 660 770 880 990 1100 1320 1430 [I/A with 660/acre Credit] (+not in town ordinance) TOWN ORDINANCE Green Regulation of 330 330 330 330 330 330 330 330 440 440 550 550 660 +Red Wastewater Zones Discharge *can not apply for variance and doesn't allow I/A. ,• H-Interim` " Blue Saltwater estuary 330 330 330 330 330 440 440 550 550 660 770 880 880 Protection Regulation can apply for variance, but j doesn't allow I/A QAOFFICE FORMS\ChartTable ListingWWDISCHARGE MAXIMUMS3.doc ti E J J N S z W oON(D ( �o(D 48'-0" .24'-0" W Q m w L U)W N 6'-71/2" T-3" 12'-T' 3'.3" 10'-8 1/2" 11'-7" 9 9 14'-T' - - - f�W zc� A �Wap a � AB - ANDERSEN - I-- _Lo B MASONRYF. FWG80611L m v AB FRENCHWOOD PLATFORM Qc ANDERSEN ANDERSEN ANDERSEN ANDERSEN GLIDING DOOR - _ V co G d TW21046 TW21046 TW21046 TW21046 AND RSEN E VERMONT yy TW2446 BREAKFAST _ CASTING C WOOD GAS STOVE o A8 (VERIFY KITCHEN - - - LAYOUT W/OWNER) - j KITCHEN LIVING x IVIA TER O TILE WOOD SIN I M CONC. BEDROOM - RANGE I io - - APRON AND ERSE O O - - O . TW2446 WOOD REF DW - - 00 Q x _ 3-1 3/4"x 11 7/8"LVL BEAM OR CEILING JOISTS_ __ - o 3'0"x 6'8" 3,0,,x 6,8... .. PKT.DOOR ❑ - °o FIRE RATED- - SHWR. `% ?s, DOOR 5'TUB 'MASTER 3'0„x6:e ® © N � � - BATH - _— fD _ - _=Olugl IVLEE ABDVE__ DNs&,. _ _ j -o - - TILE CLOS. o _ o o — 0 O PKT.DOOR I GARAGE V- 1.6•,x 2x6 WALL TILE L I N. a'-o" 3'-8" s-6" 14'-8" .. 0 LAV OPEN TO - ABOVE _ ;O 8. PKT.DOOR - DINING-, ko WOOD b I I INK 2:6.:x W.I.C. c I ® PKT.DOOR v uj . TILE I .UP FWD ui ANDERSEN o O - - - ( `O o ANDERSEN EN ANDERSEN 1 TW2446 - TW2446 an now ' ® Z ANDERSEN ANDERSEN - - D . - TW2446 TW2446 MA ONRY A B PL TFORM C AS A8 A8 0 . -T4 8'-3" 5'-11" 10-1,: - 8'_1•' T-11" - 7'-0" 10'-0" 7'_O,. U _ Z Z J O 16.-0 - - - 32'-0" - ... 24._0.. SCALE 1/4" = V-01, FIRST FLOOR PLAN DATE : ©SMOKE DETECTOR cJ/16/ZO1 J FIRST FLOOR =1655 S.F. ©CARBON MONOXIDE DETECTOR SECOND FLOOR = 947 S.F. TOTAL FLOOR AREA =2602 S.F. ®HEAT DETECTOR GARAGE _ .521 S.F. Al U J z N S c/)o LU< 0 p p Ins CK c0 <ui mF-�� (n W N ~�:W o0 16.0-- 32'-0" - 24'-0" L)L W a p r�=L A B oMW W . As As Uv�a 6-6" T-Y 13'-6, 3'-3•' 6�_6�� _ ANDERSEN ANDERSEN ANDERSEN ANDERSEN - .- - TW2446 TW2446 TW2446 TW2446 ANDERSEN rQ'+ ,.,IC - A251 CLOIs. ;� ANDERSEN' o .. .• - ems, +se I q Al- o BEDROOM I BEDROOM CARPET I �, CARPET - - �dL—os+sa-. ANDERSEN HA, . ... ACCESS rULL-DOWN � - -� PANEL - STAIR ® _ - ANDERSEN - 2'6"x6'6" L---J Woo L UNFINISHED TW2446 F— ATTIC - PKT.DOOR - -_.__— RAILING - DN" ..: STORAGE . _ .. ANDERSEN N . - TW2446 4 BATH I Q TILE OPEN TO o O ' BELOW LL N _ W STUDY ' Lu > 2.6�,.68„ a o PKT.DOOR CARPET - w LINENS w O J Lu -ELMWw TILE oOF �1 L` ANDERSEN ANDERSEN ANDERSEN A TW2446 B TW2446 - TW2446 - A8 A8 A8 W "Z V 10._11, 6_7° T-11., 16--01, _ 32'_0" - - 24'_d' .. SCALE : 1/4" = 1'-0" 7ns, SECOND FLOOR PLAN DATE : 5/16/2019 A21 U J J TYP.ARCHITECTURAL GRADE Z ASPHALT ROOF SHINGLES TYP.RIDGE VENT W Q(N C)op( Q w Q`; mH�ti LL W N - - TYP.1 x 8 PVC FASCIA,FRIEZE _ r W 00 &SOFFIT BOARDS W a 0 TOP OF PLATE INSTALL ICE/WATER SHILED INSTALL ICEANATER SHILED ON GABLE END WALLS FOR - ON GABLE END WALLS FOR SNOW DRIFT - SNOW DRIFT a - TYP.ALUMINUM GUTTERS II iI - W/DOWNSPOUTS SECOND FLOOR SUBFLOOR - ! II IJill I I I ' TOP OF PLATE i I. it I Irli i I I I W&YV ■ . ■ ❑ ff, I ❑ ■ I I ! . - I mll ! FIRST FLOOR I - -- II I I C I I G I I I i PVC 10"WIDE DOOR TRIM - - FRONT ELEVATION W,HEAD PIECE O TYP.PVC 1 x 8 RAKE BOARD - W11 x 3 DRIP BOARD - - - I I 12 - 8 - - - - O L L.Ls uj TOP OF PLATE W 12 ❑ TYP.PVC 5!4 x 5 - ■ TRIM W/2"SILL TO z F= F-1 E SECOND FLOOR SUBFLOOR TOP OF PLATE Z p _I TYP.W.C.SHINGLE SIDING H 11 I I 5"TO WEATHER,VERIFY L I IF NATURAL OR DOUBLE - 11 I DIPPED STAINED - _ - SCALE : ooao 0000 ' m .. I ���� I ���� I I TYP.PVC 1x6CORNERBOARDS DATE . 5/16/2019 oaoo 00E10 ME FIRST FLOOR ' aoDo4== I VATKW RIGHT EE -VERIFY O.H.DOOR STYLE,MFR. - - _ . &DETAILS W/OWNERS I U _J _J TYP.ARCHITECTURAL GRADE - 7 ASPHALT ROOF SHINGLES `Ln . vJ cy) W Q co C)0oCD . C TYP.RIDGE VENTr- <ui _ INSTALL ICEIWATER SHILED UJ N - ON GABLE END WALLS FOR TYP.1 x 8 PVC FASCIA,FRIEZE �_ SNOW DRIFT &SOFFIT BOARDS .. 00 W 0-O . .TOP OF PLATE O m co' _ TYP.W.C.SHINGLE SIDING 3'TO WEATHER,VERIFY INSTALL ICEANATER SHILED _ "�C a - IF NATURAL OR DOUBLE - - if ON GABLE END WALLS FOR V G DIPPED STAINED— ❑ El I SNOW DRIFT TYP.PVC1x6CORNERBOARDS I .. TYP.ALUMINUM GUTTERS .w W/DOWNSPOUTSI if M SECOND FLOOR SUBFLOOR_ - I TOP OF PLATE I I I I I ❑ ❑ - I I ❑ ❑ Li El - I If; I J I 1 11111111 Ij 111!1111 111[111 1 1 1 1 oa _ I I FIRST FLOOR FEAR ELEVATION TYP.PVC 1 x 8 RAKE BOARD - . - W/1 x 3 DRIP BOARD . 12 e I LL - - 1 -TOP OF PLATE `ui V! TYP.PVC 5/4.5 .. -. .. TRIM W/2ui I 1 SECOND FLOOR O SECOND R _ U I I I I I { TOP OF PLATE I I 7W z o SCALE : e 1/4" V-0" zo DATE : 5/16/2019 FIRST FLOOR = LEFT ELEVATION A4 ' U J (z s B W Q�o qg ' t ur�?jt>� i , A8 O BASEMENT BASEMENT V� - - C WINDOW WINDOW 6 4 O _ , --————————————— —————————————————- --- L------ mU-1 I r --- --- I --- I wN I I 3,0"x6'„ BILCO'C' I LuW0) BULKHEAD I C 2 LL� O CO cn A8 I DBLE RIM Q ' I � I M U �a�r I BASEMENT I I � I L ————————— WINDOW m . 11 7!8"I-JOISTS @ 12"o.c. - - TJI 560 SERIES PRO-RATING 51 I r DROP TOP OF - M I WALL AT ENTRY 3'-6" I I I I I I I II I I SEE AP A PORTAL WALL I I I DEATIL FOR O.H.DOOR f�l ' _ 86 ,_p, '�' -7 1 6,- V2' 7-10" 7.0,• 4,-•, i WALL I I I I I `1N M DROP TOP OF WALL AT O.H.DOORS---�{ I. -t OUDILO y`k I STNoUCTU 34774 L,Q-" r— -1 3-7 1/4"LVLO 4-2x 1II2 GIRT T II I zo o I " GARAGE I Ip M L L PET 4•CONCRETESLABWtf'PTtUWiti.I I6x6WF NTHETOP1CLEAR IF�SvSS/tO N-A�p���'Ci�SLOPE TYPICAL 4"'DIA. —— i - &10 MIL TOWARDS VAPOR RETARDER t%! STEEL LALLY COLUM __ r _ W1 SIMPSON LCC CAP _— - BASEMENT - WINDOW I I i°I TYPICAL 30"x 30"x 10' I - CONCRETE FOOTING TYP,10"CONCRETE FOUNDATION I - WALLS W/10"X 24"CONCRETE .FOOTINGS W/(2)#4 HORIZONTAL I I _ BARS AT TOPaaVFB9tE OF WALL - - O a I I L --- --- N I L-------------= ----=----- Q BASEMENT [11 -- -- -- --J �--_--- (j - O - JWINDOW N ( YP.1L1"CONCRETE FOUNDATIO _ 44 .. WALLS W/10"X 24"CONCRETE O ——————————————————————————————— - - - .. FOOTINGS TO 4'0"BELOW GRAD 'e 1 W/(2)#4 HORIZONTAL BARS AT ■ A B C TOP OF WALL . - W -. A8 A8 A8 O ui - S SIMPSON BPS 5 BEARING PLATES M FOUNDATION N FROMM END W/ 8 3 PLACE BOLTS WITHIN 6"-15"OF EACH OF PLATE CORNER AND TO A 8"MINIMUM DEPTH - - 6-1PE " INSTALL 518"ANCHOR BOLTS AT40'o.c.MAX.FROM ® O _ -- - W/SIMPSON BPS 518-3 BEARING PLATES - ----------- - ----- NO OF PLFROM4 END PLACE BOLTS WITHIN 6"-15"OF EACH - ' ` ' . CORNER AND TO A 8"MINIMUM DEPTH LLI wP.T.2 x 6 SILL W/SEALER z J O �s --�---- SCALE �LLLLO .. P.T.2 x 6 SILL W/SEALER 1/4' N DATE : a 5/16/2019 GARAGE ANCHOR BOLT DETAIL s SCALE: 1/2"=T-o" _ HOUSE ANCHOR BOLT DETAIL A5 '. . SCALE: 1/2"=1'-0" w U J N z S c/) W C)ON o(0 24'-U' I-:-U)w CV S w ap . w 0-.p. ALO `l A$ - 7 DOIUBLE JOISTS UNDE B m v SECOND FLOOR WALLS A$ SHEAR WALL W/7/16"VERTICAL PLYWOOD - - O M Q= ROOF TO FOUNDATION BOTH SIDES FOR U.� a FULL DEPTH OF HOUSE.USE 8d @ 6"EDGE 2 x8 HDR. 3-2x6HDR. 812".o.c.IN THE FIELD - - - • .. 2K,1J 2J 2K,1J 1K,1J 2J 1K.1J 3K,lj 3-1 3/4"x9 1/4"LVLHDR.3K,1J I MI u I O.H.DOOR WALL TO BE FRAMED PER APA PORTAL wI - WALL DETAIL 05 MAI- oMICNELe - _ z o _ 11 7/8"I-JOISTS @ 16"o.c - s GUD1,10 m 560 SERIES o S�No.�p774 O I m gPGiSZEP_5�� Q F - 3-1 3/4"x 11 7/8"LVL BEAM FOR CEILING OISTS 14"I-JOISTS 16"o.c � ---------- — — - TJI 560 SERIES PRO-RATING IS 38 FOR L,.L,- - rn 16"o.c.844 FOR 16"o.c w I �. L� BEARING z u WALL 2-2 x} HDR. �, 2- x 0 H 3M"x9_1L4'_LVL REAM — w � � 4 x 6 POST j UNDER EACH END rl = m }�O�FAG7 f La zz LL j �! X X W I. ui > L- -- LLJ 001, BALLOON FRAME TWO STORY- - WALLS AT STAIR 8 ENTRY W1 C' - U ' � � 1 1!2"x 5 1/2'LSL STUDS 12"o.c.8 AH MID-HEIGHT BLOCKING `ja7JC, O SCALE : 1/4" = 1'-011 SECOND FLOOR FRAMING PLAN DATE : 5/16/2019 MINIMUM I JOIST ,. TJPRO RATING !�' - 46 MINIMUM AT 16"o.c.& 50 AT 12"o.c. — — U _ E � N S � U)om 32'-0" W Q 24'_0' A g ��N C) A8 AS } MQ LJJ .. SOLID BLOCKING IN THE OUTSIDE TWO W 3-2 z 6 HDR, 3-2 x 6 HDR, RAFTER BAYS AT 48"O.C. - - U)W N 1K,1J- 2J 1K,iJ 1K,iJ 2J 1K.1J - �W �Wdo ' I �mc=n� U�<a o c A8 I I _ P�ZN Of Mggs4 MICHELE GUDILO o STRUCTURAL a - 2 x 12 RIDGE BOARD No 34774 t - - _ _ �q'f`p 9PQISTEP��� _2 x 12 RIDGE BOARD �12 IDG BOA D _ .? I� O i W A B W > A8 32'-0.. .. .. - L..1.. - - TYPICAL ASPHALT 'S�y ROOF SHINGLES FOOF FRAMING PLAN w _-2 x 10 RAFTERS � 15#PLYWOOD SHEATHING J - 15#FELT PAPER L O NOTES: - ` SIMPSON H 2.5 HURRICANE CLIPS Z J � 1.) ALL ROOF RAFTERS TO BE 2 x 10's WIND WASH UNLESS OTHERWISE NOTED BARRIER / —TO"WIDE ICE/WATER SHIELD SCALE C ALUMINUM DRIP EDGE - 1/41� — 1 1-019 2.) USE SIMPSON H2.5A HURRICANE CLIPS 1 x8 FASCIA BOARD AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT 1 x 3 STRAPPING W/ 1 x4 SOFFIT BOARD DATE . W/OWNERS 1/2"GYPSUM BOARD 1 x CONT.VINYL SOFFIT VENT I ?x 3 SOFFIT BOARD 5/16/2019 . TYP-2 x 6 WALLS 1 3/4"CROWN - 1 x 6 FRIEZE BOARD DETAIL AT WALL SCALE: 1/2"=T-0" AT:-_ --- U J . J i 2 x 6's 16"O.C. z (5)10d NAILS EACH END WQN - O 12 ow 8 A w Cc TTIC wCc� Z)wao u') ICI SECOND FLOOR � � - � - O co(1) SUBFLOOR - - !1 TOP OF PLATE 2 x 10's @ 16"o.c. I 2 x 10's,@,16"o.c. • 3-1 3/4"x 11 7/8"LVL BEAM 1��"�� fir✓ �G v TYP.WALL CONST.. 1.2 x 6 STUDS @ 16"o.c. M N - 2.1/2"PLYWOOD SHEATHING u 3.6"(R=20)BATT.INSULATION BATH TYP. ROOF CONST. 4,1/2"GYPSUM BOARD . Go -BEDROOM BATH W.I.C. -2 x 10 ROOF RAFTERS @ 16"o.c. 5.W.C.SHINGLE SIDING -5/8"PLYWOOD ROOF SHEATHING - - 6. -r LONG VAPOR BARRIER S -ASPHALT ROOF SHINGLES - 1 6 7.w6"LONG OR GREATER STUD LENGTHS -15LB.FELT PAPER TO HAVE MID-HEIGHT BLOCKING - - - 8.BALLOON FRAME GABLE END WALLS' -R491NSULATION FIRSTFLOOR - - -2 x 12 RIDGE BOARD - SUBFLOOR - -SIMPSON H 2.5 HURRICANE CLIPS 11 7/8"I-JOISTS @ 16"o.c. - AT ALL RAFTER ENDS off, -ICE/WATER SHIELD AT BOTTOM - 2 ' S EACH END AAIGL 3'0"OF ROOF . -PRO P-A VENT BETWEEN RAFTERS o MICHELE - - �CUDILO • -WIND WASH BARRIER BETWEEN RAFTERS o gTRUCTURAL m -ALUMINUM DRIP EDGE .t`.. No 34774 ¢ - o FULL "i5 yF�3iSTEP vc� o 12 BASEMENT Q B Q A SECTION V V Y Y.BEbROM I.C. TOP OF PLATE 2x 10 JOISTS @ 16"o.c. - _ 2x 10 JOISTS@16"o.c. - . As 2 x 6's @ 16"o.c. - - NON-BEARING WALLS TO TYP.1/2"GYP.BD.ON .. O HAVE(1)TOP PLATE BELOW - - - 1 x 3 STRAPPING @ 16"o.c. '- - - STRAPPING c BEDROOM HALL STUDY O SECOND FLOORSUBFLOOR TOP OF PLATE -1-1-7/8"I-JOISTS @ 16"o.c. 4-1 3/4"x 9 1/4"LVL BEAM - 12 - W 2 O UNFINISHED 1 . STORAGE SIMPSON H2.5ATIES iv - - - .. _ ui . co LIVING DINING 14"I-JOISTS@16 O Z TOPOFPLATE,l - - n}L `\ rTYP.314"T&GPLYWOOD `-5/8"FIRECODE GYP.BD. FIRST FLOOR 1 SUBFLOOR-GLUED&NAILED - .� O . ON 1 x 3 STRAPPING @ 16" SUBFLOOR fff ON IN GARAGE 11 7/8"I-JOISTS @ 12"o. .. � U GARAGE 3-2x12 GIRT R30 INSULATION z_ o z J P.T.2 x 6 SILL � �� rn DAMP PROOF WALLS 4"CONCRETE SLAB W/ _ BELOW GRADE - W/SEALE SCALE : . 6 x 6 WWF IN THE TOP 1"CLEAR TYPICAL 3 1/2"DIA. - - SLOPE TOWARDS O.H.DOORS Q - - STEEL LALLY COLUMN FULL 1/4u - 1 -0�� &10 MIL VAPOR RETARDER - FIRST FLOOR - 20 SUBFLOOR TYP,S CONCRETE FOUNDATION - BASEMENT . --------------- WALLS W/10"X 24"CONCRETE TOP OF FOUND. FOOTINGS W/(2)#4 HORIZONTAL - .. DATE : BARS AT TOP&MIDDLE OF WALL - 5/16/2019 TYP.8"CONCRETE FOUNDATION x z . WALLS W/10"X 24"CONCRETE - CONCRETE FOOTING--�� - FOOTINGS TO 4'0"BELOW GRADE - - W/(2)#4 HORIZONTAL BARS AT - - TDPDFWALL - - - G/DINING -s SECTION @ LIVIN . SECTION @ GARAGE As A8 NOTES: -� ELEVATION VIEW - SIDE ELEVATION 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS FROM EXTERIOR &DIMENSIONS IN THE FIELD E=tenlarneader(woereaedwalaegmenl,) rz^^•1 Extent of header(one braced wall ugmem) V 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, '__ _�. _- ..._.- _.__. ..___ 1 DETAILS,&FINISHES IN THE FIELD WITH OWNER ---- mid.,000letensionaeap,.shap (n p� Pony •I° °I hall be centered at bottom of header. 1 <cD 3. ROUGH OPENING HEAD HEIGHT OF WINDOWS AT height' °' �Q•0 N °Fe e o I (INTERIOR) Q FIRST FLOOR TO BE 6-11"ABOVE SUBFLOOR : ^^^i• Sheathing Fill.11,neetletl - •I Min.3•x 1,-,la-net heed,, II • ° °° 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS o° " uj , STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 °� '-T Q W To late continw is I °I ~ header snm de rasten,a Id ma kin P P N I I° 5.) 110 MPH EXPOSURE B WIND ZONE pwi atadw116,6o,Inkernaco ll, 0 requreJperR602.3.2 6da�3rnagenz (n W N 12' °I•I I° Fasten .in g to„ed..In d,,,,I, •I I•I - oc LLI co 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, a nets in g'JPaher^a,ehawna^d3 n W a o all fremm I •I I•I• wall •1•I I• o!study and l na)Na I el I•I - OR HORIZONTALLY W!BLOCKING AT EDGES 3"EDGE/12"FIELD NAILING m° I•I _ n gm � r ebl I°I° IIl•I m I woos structure! anal must ee I P t 7. ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD d =aced t bond, b headerad aInd 11 !led shall Oe confineou,(om top of wal to O cenered al bosom of header and inslallea on I I I I ,hI Id bottom of well,orfmin tapm `,M Q= 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY DOWN CAPE ENGINEERING FOR ALL 61 back,meaaand 111Id,el,°etron,each amao waut,Permn,dSal,a,a C)��d °`I I•I, opening,(SIMPSON LSTA240) I i •I°i I°I PROPOSED&EXISTING DETAILS ir 9. FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL Max. -- Far.panel,pgaecf needed).paneledgeaehana e1-4 and j II Pr--mil °rl °°Ihad - SIMPSON COMPONENTS n gm naletl to cemmanb 1,. .. ogish,itninmemfddlele in.o e. rl I°I° height.Ona raw of 3 in.o.c. ailing Is requlrad at sacs panel edge. 'rl IT PI °I ' II 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS FI 2 to 1 S'(finishad width) . Min.length based an 8:1 height-lovndth ratio. TO BE 3000 PSI AT 28 DAYS Fore I I NI xa,npla:,r3in.min.rwen.naighl. RracaJwalnmet�m • pl cnfinu .thin I I ••i I+ -Ier th ki ,t,d,1•IMin numrofu, Fll R602.10.5 . (shown-2 2x4 II) M 11. VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE •kl I•I I I •I•I kl U bl 1•I II II el•I kle DURING FRAMING CONSTRUCTION bl Full-length kilts tl No.pf 1-Il atutls pe ii d °bl table R502.5(t S27 I stet I•le 316 mn Ihicknea,wootl - - 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE, 900 PSI MIN. Mn.rxz xY,plat,w„n,,.NP: almaprafhanel ahminlrg III °• 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY 2Ancnorb h.ine! _ ,Pertabte Foantlalian per coda EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION ,R403.L6 re gwmtl R602.10.4.1.1 INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE 15.)ALL WINDOW AND DOOR HEADERS'fj,4*qwwTO BE 3-2 z 6 W/1 K,1J 16.)THIS STRUCTURE IS DESIGNED TO THE AF&PA WOOD FRAME CONSTRUCTION . APA APA NARROW WALL BRACING METHOD NOT TO SCALE MANUAL FOR 110 MPH EXPOSURE"B"LOCATION PER SECTION R301.2.1.1 1 OVER CONCRETE OR MASONRY BLOCK FOUNDATION IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS NAILING SCHEDULE CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILING I WOOOFRAME11 LLFLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE - 0.30 AMMEND. 0.55 1 49 1 20or13+5 30 15119 10(4 FT.DEEP) 15119 ROOF FRAMING: - NOTES: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR WALL FRAMING: OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL - 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR STUD TO STUD(FACE NAILED) - 2-16 d 16d 16"O.C. - LrLy & HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES R13 CAVITY INSULATION O FLOOR FRAMING JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1Od PER JOIST LL BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1Od EACH END W BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK > LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST ui JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1Od PER JOIST O BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST U BAND JOIST T I T PLATE OE NAI EDO - O SILL OR OP PLA L 2-16 d 3 16d PER FOOT R ROOF SHEATHING: O z WOOD STRUCTURAL PANELS(PLYWOOD)RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD n pes 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 GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD C) W/STRUCTURAL OUTLOOKERS z7 v ' GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD O CEILING SHEATHING: z GYPSUM WALLBOARD 5d COOLERS. ---- 7"EDGE/10"FIELD SCALE : WALL SHEATHING: 1/41' = 11-Off. WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD DATE : 1/2"&25/32"FIBERBOARD PANELS 8d -- 3"EDGE/6"FIELD 1/2"GYPSUM WALLBOARD 5d COOLERS -- 7"EDGE/10"FIELD 5/16/201 9 FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) T 1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD p , A-9 . ---- —. d SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES LEGEND SYSTEM DESIGN: MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. hpee'Ne ° ° esse (NOT TO SCALE) 1. DATUM IS NAVD 88 PROVIDE MIN. 20" DIAM. WATERTIGHT Ridge 99 EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE Pipe TOP FOUND. EL. 41.2 2" PEASTONE OR GEOTEXTILE t X 99.1 FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS EXISTING So�'t�i EXIST. SPOT ELEV. PROPOSED 3 BEDROOM DWELLING \ 40' MINIMUM 39.9' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. z -[99]- PROPOSED CONTOUR .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM Locus DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS A PRECAST H-10 [98.41 PROPOSED SPOT EL. USE A 330 GPD DESIGN FLOW ' RISERS (TYP.) THICKNESS REQUIRED BLOCKS OR TO BE AASHO H-ZQ 8, c� PRECAST RISERS Q- ,A.. 38.4 4"OSCH40 PVC MORTAR ALL a TH1 PT 6" MIN. SUMP PIPES LEVEL 1ST 2' �D. COMPONENTSH-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. iTEST HOLE -SEPTIC TANK: 330GPD (2) = 660 12' MIN. INT. DIM. ENDS O BE IN ACCORDANCE WITHSI DES*37.73' 14" '°' ° ° 310 CMR 15 000 ITLEPioo 37.53 6 CONSTRUCTION DETAILS T SLOPE OF GROUND USE A 1500 GAL. SEPTIC TANK ' 1500 GAL H-10 TEE °°°°°�°137.43SEPTIC TANK 37.18 ° o ° ° ®�®��®®00�® ��0�0®0®0�0 °°°°°° ° ° ° ° o 00 00000 0 0 0 77' 0 0 0 0 0 0 0 0 0 0 o 4' LIQ. LEVEL oo°00000° WATERTEST D'BOX o >°0000000 0 0 0 0 o 0 0 0 o 0 0 0 0 0 0 '°°°°°°o° 7. THIS RLAN IS FOR PROPOSED WORK ONLY AND NOT TO �� UTILITY POLE ACME OR EQUAL 0 0 ° o o, FOR LEVELNESS °LEACHING: cns eAFFLE ::: ^° °_ N °°°°°°°° DO®OD®����� ���0®��00®� °°°°°°°°°°°°°°°° 0��0���0��0 DOO OO 0®OO 00��O °°°°°° BE USED FOR LOT LINE STAKING OR ANY OTHERFIRE HYDRANT = 36.9 36.8' °°°°°°°° SIDES: 2 (25 + 12.83) 2 (.74) 112 GPD °°°°°°°° 0°°°°°O°0° 34.7 PURPOSE. 0 0 ° ° r 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. � 4a': •V°0000000000000000000000000000000000000000001. W WATER LINE BOTTOM 25 x 12.83 74 = 237 GPD ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° Po onesset ( ) 0000 0 0o�o�oIo,,o°00000°o°opo0o0o°00000°o°o. 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 4 11 A'L AR AROUND DOUBLE WASHED STONE 4' :TH-10 (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED N�� �' Ba NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING A'_L AROUND PRECAST STRUCTURES TOTAL: 472 S.F. 349 GPD 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND COMPACTION. (15.221 [21) PERMISSION OBTAINED FROM BOARD OF HEALTH. \ co USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING WITH 4' STONE ALL AROUND DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 3 28.1' BOTTOM TH-2 PRIOR TO COMMENCEMENT OF WORK. 3 *THE INSTALLER SHALL VERIFY THE ( % SLOPE) ( % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND SCALE 1 =2000 f LOCATIONS OF ALL UTILITIES AND ALL 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ' LEACHING REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 5 PARCEL', 14 BUILDING SEWER OUTLETS AND 10 SEPTIC TANK 7 FOUNDATION- D' BOX 12' FACILITY LEACHING FACILITY. ELEVATIONS PRIOR TO INSTALLING ANY MA LOCUS IS WITHIN FEMA FLOOD ZONE X - --- - -- - - 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND PORTION OF SEPTIC SYSTEM APPROVED DATE BOARD OF HEALTH - REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. (AREA OF MINIMAL FLOOD [HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO752J DATED 7/16/2014 ZONING SUMMiRY ZONING DISTRICT: RF RESIDENTIAL DISTRICT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' �o MIN. REAR SETBACK 15, MAX. BUILDING HEIGHT 30' Ilti � u SITE IS LOCATED WITHIN THE AQUIFER TEST MOLE LOGS PROTECTION OVERLAY DISTRICT SITE IS LOCATED WITHIN THE ESTUARY ENGINEER: PETER MCENTEE, SE #1542 PROTECTION DISTRICT \ WITNESS: DON DESMARAIS, RS DATE: 11/28/2017 OWNER OF REORD N87"35'55"E PERC. RATE _ < 2 MIN/INCH BLANCHE M. AND B. ELIZABETH BRUGGER ��- 207.30' 4108 BENNET DRIVE CLASS I SOILS P# 15558 ANNANDALE, VA 22003 - - - - REFERENCES o - o ELEV: ELEV. ELEV. ELEV. PAGE 7 30 cn Y I 39.8' " 39.6' 39-8' 39.7' PLANN BOOK 1343PA E 1 (;LOT 31) 0' 0 0 [40] 0 _ Q 0 0 a 0 - - .<.. ...ar. z , A A LIJ LOT AREA 77.3 A A LS LS LS LS 30,157fS.F. I 10" 10YR '4/2 10" 10YR 4/2 8" 10YR 4/2 8" 10YR 4/2 I B B B PROPOSED o LS LS LS LS a `�108.5' 3-BEDROOM as I �, DWELLING o o� 36" 10YR 5/8 36.8' 34" 10YR 5/8 36.8' 28" 10YR 5/8 37.5' 29" 10YR 5/8 37.3' •,J TOF=41.2 I N Lp .I LLJ I ZONING SETBACK o C C C C LLB LINE (TYP.) I PERC 2 a L 29.5' I MS MS MS PERC MS LL ,.-- - o i ri G 15' Lu w O 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 J w W Li 10, of _ _ 138" 28.3' 138" 28.1' 138" 28.3' 138" 28.2' a O NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED OPOSED -- GARAGE -13 % F \ O ^� N TH 4 0 o_> YYY Ce F S CL 0 TITLE 5 SITI. PLAN a [40] OF W 4� =171 07' 3gW 3g BENCHMARK: w�� W R_222 76 W// CEMENT BOUND 'OVIE R10"'Ar" , #10 "139 _ 39 APPROXIMATE LOCATION OF COTUIT I =38.9' NAVD88 W-- W __-W EXISTING WATERLINE (V.I.F.) CO Tul T UUTU 7 3g - pp - - \ � MA COVE R� PREPARED FOR _> �9L I N[m)"' A P I IN E DATE. MAY 20, 2019 -'V Scale: 1"= 20' 0 10 20 30 40 50 FEET - to -��► _ 10 . " off 50$-362-4541 of «�N©FM,'1' rP�F��S <PZN MASS 7NUFM)� „yC ,yac ,-- �qC � �1, �, SOS y�,vp.�,:--- s� fax 50�#-362-9880 'y o` �� ," o` DANIEL �� c� DANIEL P DANIEI_A. �N DANIEI_A. � m \ downc_a e.com UJAL A a UJA.LA A. A s o.IALA »` �OW1! CQ E' efi ifte f #7 i �". NaGp 46502 46502 o No.t109£30 ,o No.40980 v/} 'x, %/ �� �t G� °T�G� Try° �kl FFS_�0' 'POF O.� /�" civil engineers FSS ST s Fu^S� land surveyor's �;u 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 LICE # 19-091 19-091 PINE.DWG