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HomeMy WebLinkAbout0019 DACEY DRIVE - Health 19 Dacey Drive A = 252 -051 —031 t Hyannis, r a a No. -o 3 J ' �z Fee [ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC Iq TOWN OF BA'RNSTABLE, MASSACHUSETTS Yes ZoF,4]3.igo5a1 6peum Construction permit Application for a Permit to Construct(k Repair O Upgrade O Abandon O 5 .Complete System ❑Individual Components Location Address or Lot No. C2� {-�1� 41 C�wn 's Name Address,and,Tel.No. _ Assessor's Map/Parcel —?j� 5�Y `' '11-10`Eo Installer's Name,Address,and Tel.No. o �'"�TJ Designer's Name,Address and Tel.No. JQofL^Sty Type of Building: 22 Dwelling No.of Bedrooms J Lot Size 19 r112_ sq. ft. Garbage Grinder ( � Other Type of Building No.of Persons _ Showers _11Y Cafeteria( ) Other Fixtures N n Design Flow(min.r quir ) 3 30 gpd Design flow provided 3 d gP Plan Date ( Number of sheets Revision Date Title cQUri-t_ , Size of Septic Tank r/ Type of S.A.S c— 0 i Description of Soil 2 _ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: VQ.ver 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 Envir ental Code and not to place the system in operation until a Certificate of Compliance has been issued b t s oard ealt . Signed Date Application Approved b „ Date o2 t Application Disapproved by: Date for the following reasons Permit No. 0 Date Issued �3 _�• s . ;r,,,,w,.�..-::• .,, o., vey e' `.�•'e�,."yM' 1 eea No. 0 �} d �. Fee THE CLOMMONWEALTH OEF MASSACHUSETTS Entered in computery � ��- •'' 1, • Yes ' PUBLIC HEALTH-DIVISION?- TOWN CIF B ►RNSTABLE, MASSACHUSETTS I,J ,!j v Zlppriraation for,Oigpo�aY 6ydemc Construction Permit Application for a Permit to Construct VC) Repair O Upgrade:-O Abandon O ® Complete System ❑Individual Components Location Address or Lot No. �wn is Name,Address,and Tel.No. v ;ar t,yc-F.t� 1 Y.:7c'Y �Fv' Lrr•vrl�r�Y�'G Assessor's Map/Parcel Installer's Name,Address,and Tel.No. ,\o f r` ��""��' G F i° 1/�'+ Designer's Name,Address and Tel.No. �%U" l 1 �?" �lr� t ,L�� C.u�IJ`l�.w�C�- �'� /�•C�/i'l "o?c 4C'f } fJ tAS�- �r/CJ �C��� �',�. �r�cr n^ S . Type of Building: Dwelling No.of Bedrooms �rr Lot Size 1`i n 11- - ­sq.,ft. Garbage Grinder ( () Other Type of Building�e:�= -Cc Nor of Persons 4�4Showers( . Cafeteria( ) l Other Fixtures 'No Design Flow(min. yequir d) 3 d gpd Design flow provided /J gpd Plan Date f / Number of sheets Revision Date Title 0&cklo or,"- Size of Septic Tank �T(�(7 Type of S.A. ( , 1 c. '0 XL � 4t Description of Soil r td1 P �. ry � Nature of Repairs or Alterations(Answer when applicable) """�`"�- '"' "f Date last inspected: iUQ Ue-r Agreement:. The undersi ned 'rees to ensure the construction and maintenance of the of.r e g g o erd sd"cr bed on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro ental Code and not td'pla e the system in operation until a Certificate of Compliance has been issued b. t rs Board ealtl k, /—4SignedDate Application Approved b Date o2 L Application Disapproved by: Date for the following reasons E Permit No. Q Date Issued f3 ~ T COMMONWEALTH OF MASSACHUSETTS JBARNSTABLE, MASSACHUSETTS , Certificate of Compliance THIS IS TO CERTIFY,that t e -site Sewa'e Da'posaI System C nstr cted Repaired ( ) Upgraded ( ) Abandoned( ) '�1 /� M , � at (_ / has been constructed in accordance with the provisions of Title 5 and the forkD'sposal System Construction Permit No. 7 n) -� dated td -�� Installer Designer #bedrooms Approved design flow gpd The issua 'ce o this permit shall not .e construed as jgjarante that e system Il fiun(ction as designed. + r. Date G 7�i� �I vt/dI 1 J �� vtspector �! .<� No. i' I Fee—�=- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS wigool 6 ein �on5truction Vermit Permission is hereby granted to -onstruct Repair ( ) Upgrade ( ) Abandon ( ) System located at P and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be comp eted within three years of the date of s ermt. o Date .,2.-0 1 �— /l� � Approved by ')�� t• ��, Town of Barnstable Regulatory Services f .Richard V. Scali Interim Director ♦ IAEWSrABM - - 9 MAS& Public Health Division �Eo. ys Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 ' Office: .508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: cqh///_3 Sewage Permit# Znj: --! 9( Assessor's Map\Parcel F?_ 6,51-o 3 / Designer: . 136 x i-cr 10t4e Installer: k(r�r�+herK Address: -7 8 0 -441, krer'_� Address: �ticknn.is, C���fjl : ` J��wh«arsr-fi . 62.�3� On 5,/.2 y rn 1:1cx v I k� was-issued a permit to install a '(date). (installer) ' septic system at�- D 1, based on a design drawn by (address) T3,nx4; Qwe ;dated ` 5l17 r�a (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. Strip out (if required)-was inspected and the soils' were found satisfactory. I certi that:the se tic.s stem referenced above was installed with major. changes e fy P y J e i g . ( . . 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 constructe ance with the terms.' of the,I\A approval.letters(if applicable) tN OF lygss0 PH yN L R, r (Inst er's Signature) y N 0216 j O,cF9FGSSTER�G��k�e S N 0signer's,Signaturp)` (Affix De p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH TIUS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Desiper Certificafion Form Rev 8-14-13.doc i F T'vwn of Barnstable P ) 0,11HEtbk Department of Regulatory Services - BARNSTABLE. 's .. . Public Health Division . Date. Y MASS. $• c� -019. 200 Main Street,Hyannis MA 02601 ArfD MP't a Date Scheduled Time �l Fee Pd. soil suitability Assessment for sewage l)is oral A b Performed By: . i �Svn M te- Witnessed By; LOCATION & GENERAL INFORMATION 1� Location Address _11 T)"cy_ w•tv�: I .�I�ahrill Owner's Name B,, Gee..^�T"ri, , p,0, f3e7c RS Address Gan�erui(It CS�� Z Assessor's Map/Parcel: YY lA h t Pu�rx al C9��1",b 31 Engineer's Name NEW CONSTRUCTION REPAIR Telephone# S b�•—77 I—���2 Land Use rc 91 6b--,hcn I Slopes(%) 1 ` Surface Stones na h4g-- Distances from; Open Water Body.. ft Possible Wet Area ft Drinking Water Well ft . Drainage Way. ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test.holes&perc tests,locate wetlands in proximity to holes) Parent material(geologic)a k o,,taj rjUlkA p Sk Depth to Bedrock Depth to Groundwater: Standing Water in Hole. Weeping from Pit Face Estimated Seasonal High Groundwater. DETERMINATION FOR SEASONAL HIGH WATER TABLE' - Method Used: .. Depth Observed standing in obs.hole: in. Depth to soil mottles: In, t Adjustment R.. in. Groundwa er Depth fo weeping from side of obs.hole- J P P g index Well tt Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date b I3 Time 11106 Obser ation � � Hole 3 Time at 9" 119 1 0 _ [ Depth f Perc Time at 6" I e 2 cad Start Pr stzttk Time u 1 I; z O I.�I f3 Time(9"-6") 5 rn,n 5 I ti'N Jam' ts- End Pee- Rate0.rlkll >j`H t S ` �ft1 y1 //1 C h Min.I�h 7�wu. ih �Svr�r�.r � f 0!( / t) l it Site Suitability Asses a Site Failed Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ;2 'If percolation testis to be conducted within.100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning.. Q:HEALTH/WP/PERCFORM DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling ,(Structure;Stones,Boulders. Consistency,%Gravel) �C,-My SOMA y tq y/c, C� Cob b d s o�r 5ra+o �b �((Z 6JNlerstolle AA Walk, 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.%Gravel �a61.4x ea ID Y� �� DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. —Consistency,%gravel) VAe-.-Qtwol In '041 DEEP OBSERVATION HOLE LOG Hole# ` Depth from Soil Horizon Soil Texture Soil Color Soil_ Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Grave d— �,,� j3z, C Wl cdti S.n•Q 10 y 616 6 l✓jC.A Flood Insurance Rate Map: 'Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within IOO year flood boundary No V Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the. y area proposed for the soil absorption system? � ` If not,what is the.depth of naturally occurring pervious material? Certification I certify that on ( I�cR (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by i consistent with the required training,expertise and*experience described in 310 CMR 15.017. Date S l,F /3 Signature SN262Z Q:H EALTI-IMP/P ERCFORM TOWN OF BARNSTABLE LOCATION�� n c @ "L!f r. SEWAGE#_2d 3 VILLAGE „ fir`1 e.0A,, S ASSESSOR'S MAP.&PARCEL .46 INSTALLER'S NAME&PHONE NO. A. J,,�. •,W0 sv UI VU SEPTIC TANK CAPACITY SO O 14 -1 G LEACHING FACILITY-(typek 3 J 330 F+V& (size) NO.OF BEDROOMS 3 OWNER Si 3( 0-6 e✓► V6 (� L✓LC+� PERMIT DATE: Za (3 COMPLIANCE DATE: 6 f 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 Jr 300 feet of leaching facility) Feet FURNISHED BY Qa 1:9- ol-7;o46J Cr �`` y' . - � ,` � ., r l . � o /f dry, fi- � ' �" � j f ,�'Pf^ Town of Barnstable P# 13- OfiHE o Department of.Regulatory Services M Public Health Division Date + BARNFEABLE. + - - MASS. 200 Main Street,Hyannis MA 02601 DM h Date Scheduled 3 Time Fee Pd. Soil Suitability Assessment for Sewage Dis oral 6 ed �Fzvt on la L Witnessed By: Perform By LOCATION& GENERAL INFORMATION Location Address _141 7�o4 cc1 Di-t%m I h l�a hvill Owner's Name ;y D p•a. �s4� �S: Address ca„ -er ui llt dz,163 2 Assessor's Map/Parcel: l f�s,e, ..l 0.11-,O 3 l Engineer's Name 13�K4zr.'lv y c NEW CONSTRUCTION REPAIR Telephone# S ola-77 1-75O Z Land Use rc 9 i dj--tcn Slopes(%) 1 " `�_. Surface Stones n6 m g- Distances tram: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way - ft Property Line ft Olher ft SKETCH:(Street name,dimenslons of lot,exact locations of test,holes&perc tests,locate wetlands In proximity to holes) Parent material(geologic) I Q r lr..l Gvd,C;Sit Depth to Bedrock 73 Depth to Groundwater: Standing Water in Bole: Weeping from Pit Face Cstimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Uaie 5 I3 Time. 11;o e t .t Obser ation 9n t ) Hole _ Tinie at 9" I 1 9 0 C1 Depthf Perc �$ Time at 6" ( 1 I eaG Start Pr Soak Tinie u Time(9"G') pCu C`3. (I '35 t3- G.r End Pre- orlice 'o Q t t :r- Rate Min.IHeh Site Suitability Assessment: Site Passed Site failed: Additional Testing Needed(YIN) ; Original: Public Flealth Division Observation Hole Data To Be Completed on Back--------=-- ***If percolation test is to be conducted within.1001.of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. Q:HEALTH/W P/PERCFORM �,�2013-017:6�� DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell). Mottling ,(Structure,Stones,Boulders. Consistency,%Gravel) 3 A _. 60 C2 AA We Fpr' 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.%Gravel O 10 Yap /O�t- ZOr� L:c w,� S a I tl `I N 'r Vr'Irclliew4 �svtc.$ 3 �„ ho i CZ S�k�{��.c 0 ale DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%9ra el 10 /Op - 30" Sa.cQy LOnn►. I O `eR (-/!o 30`�- 13�" C van otu� Iny P, � 661 NG W v'— t� 5--e I ( DEEP OBSERVATION HOLE LOG Hole T Depth from Soil Horizon Soil Texture Soil Color . Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel ic` tj La&md to • gnu_ ��Y � Sorr.Qe�: 1r�awt (b �f� �'�L/ -- I0 '11 6& w coy�b.lc.A a Lr . Flood Insurance Rate Man: Above 506 year flood Boundary No_ Yes Within 500 year boundary No Yes Within IOOyear Hood boundary No V 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? If not,what is the depth of naturally occurring pervious material? Certification I certify that on i( I�Z5 (date)I have passed the soil evaluator examination approved by the Department of Envirornnental Protection and that the above analysis was performed by me consistent with the required training,expertise and.experience described in 310 CMR 15.017. Signature Date SNZ622 Q:HEALTH/WPMERCFORM . o 31Aa �� _ 32 — R = 25.00' 3g � �o I � p 31 e o �. 33a �2 r � 33 _ � / o R 25,00' R 5.00' \ j/ = 21.74'J. L = 39.27 t.` 1 R '= 25.00' p 1 1 2 0ch L, 21,7 4iI` N p � A \ 0, 3 �, A_3 �x �,. �► , ; r�s ss 36 �P N SP CE 3 5 ,— -ram LOPES j I 3 q. 3ERM 4 5 FOAM EA IDE •-FzETEN , � 10, �� " SEMEN I ,N � :A AGE 30A_ wLux W , rn � ®PEN' SPACE OPEN SPACEM 29B SEE KETCH FILED WITH LAND COURT FOR DECREED SIDELINE 29cu L=16.4.27' 92.48._ 1OL29/' L.= R=918.4g' `L=1.02.00' R=918 48 - 4 57'15.„W - R=1503.93' -a 652.6z` :SIGHT DISTANCE _ ( PUBLIC WAY 60' W1DE ) _®. . LAN.E .: r ji-1l i�y �{ LJ - __y_iirij:l-��•If�-�--,--I-1I-�"-I�^-�---_���--�-..��I�+-�--.•�-�fi J!r�,�=_�-�,�_�_-,I_b�i;l%�;i I,I�.,I'!I;��.'!�-..-iIII(I I��1I�!,f;,���l!�t1r��'I1r;'II�h,.l�I1rI I,lI I!Ij),I-1�!It!,I I i.I IfI'I�I�I;II I I{�I�I�'I IIi!.I I� i — J __ ,�I i j1I'�!! Il III,(�I li,1Ir►j'j�f,I�,I,��,.(I11Jr-�1i I�'I,!,`j I,r,�II,iI+)'!II�� )� II Q1I I u I ,,),(�ij)�i(,tj��!1 l!!IjI,;'!l►)1f)l , I rri 7u DZ D i,, ll I I �� tj! INN, it it ! ! illC11 ,I I \NI11111 'I , it 'i IT IT BAYSIDE 1 THE CALLAN: RESIDENCE iq DAGEY DRIVE NYANNIS,MA. VA i II ,- l I1�I I(I� f;r •,i'I .m 3 BAYBERRY SQUARE, CENPERVILLE, , - .2.6_ 3- 2 0 FAX: 508=775-0155 W ELEVATIONS PHONE: 508-771 - 104 ! i 0 M _ t I�i i I.. i_� I IIi IIiIiIII `�f IIII`Il} ..IIII II,II i ,I� ,� i ,�I' I,�I {. 'fl�ll) I II IIII t I Il I I { j ,�li � ` t 1 ttt I;I,IL •, I I I I I I iul � I II i I , IIII �"IIII li E ;{I'�'T Milli II ��i I II' 'i ill ih j I I ��j II !II'i ,IIII ly_;II},iI I �I'ili 11: },� k it It I I (�}"iar I ' IIII IIII ii ll .i. II �� -,' i F i;- I I i iI I f II l�,li��..l,djt+�� ; �llf 11111i1�; i I . :..,.: .. :. '._. !___ 1�- �, .; rll ,�. : ;�',�ilj ,III II�i I , ,;. it :: :' � ,! y •}:. I II';I�, lil iI I,I'' I __-_�� I I I Ii I:. Ii, I' ' I 's .I ... I h}I.,.• ' i 1C; i���i I�I!I I I n ,(�.i�I�,:,1�V,,�I I .. it ri.IIi IiI'I IIIf I IIII I 'I'�IIi'�I IIIIi}�C�! 1•II I(I �I,Iliil II.li :I;;III,,Ii I i 'i t iV��il{n'i t,I�IlIi;l'liII,�_'I'Il�i I�l�IIy iI IlIil jl'I}h l}I iI�IFI}{jIIIIIIl`,IlI!lI'�ij lI eIt.,�,i' ill :.� II iII ' I LEI ;I, ,I I II IIIII{ ; I ��► III } Ili.; l � l;l, ,, , , I II II I ,, _ I." IIII i L;I,Ilill4.• z ; h I; I I I m m I ill II. I I i;III i ;i III III � (�l _ I ail I lil�lll} I di III, I�1 .. _ I' II I ICI i O � I I I„I i oIIIII I - . _-�- � I f,•� I I! I I� 1 L , II I LiI,I'; III' 11l 'I { ..i �? IIIII ':I I l l;l I 'II11�1L II! 'I I•I• ( It I I, r,Mi41 II ,i , { i l i� l i '�� I i,i I :Iii I' , iyl tf , +' II +' � I i � II IJill,, it OhlI f ` :, N lip it 1 i III i li j .jl III', III I IIC ' i fI4F i`I �. �t I i it I,Ii:LI!i ul ll IIII II L,�, I I • I {- o UL- PRCJECT: u A U) THE GALLAN RESIDENCEBAYSIDE 1.: .. 7 N iq DACEY DRIVE IIYANNIS,MA 3. BAYBERRY SQUARE, CIEi TERVIL 11i MA,02632 J n W ... .. .. .. .. .. EL:EV:ATIONS r ; PHONE: 503-77:1 -'I 04.0 FAX: 5®3-775-0 I:55 5' 7' 13'-3" .. ...:•. J —�:T` - .. m 22'-6" 7'-5" z 9'-1i" _( 15 71) qn m TW 24410-2W IJ N H 1 Z r a 1"x60 7/8p ���ll riW = D mmo � Lz m m -Np�1 :-3'-10" (2) 11 7/6" LVL RIDGE ABOVE omm .. .. m_i A T1 UN W ! /I V m m e !MICRO, _s 1 � �/� x j I i'3' 01 A N _ mZ � I c I� (3) 9 1/4" LVL EAM-A.B� E . 0 o r.. -- ------ - --- - -4 .:.: d 1 ------ N TW 2456-3 O Z�'= Cp, , :r LU LU mr- � AI < I Wrm Dx 42" WALL �0 o r O D D w_ I � I M�N-4 �_o_ r I s 9L z 9 u a < 70 Irn p L m J N a D -1 I m Om . 6`. ..64'1/2"xB2 1/2" o w" Ill (0 3 r .. 4'_0. .r 7 B,�On 4'-0" W .. , .._. _ 6'_01. Em i 1 ® d- z 0 ' _ c W 8D fl1,J IJ .. 03 W cp 70 a _ _ CTN 25-2 A C)< �. A 0< TW 24410-2 i m 0 , - —- N. :/ m Q c 61"x60 7/8q�. m .. TW 2842-2 .. _I 3 N', Lo m D #o ul , . ... .. < .. .. N y .. m O , -u ° 1 m- PROJECT! :. !� H ® BUILDING , �.i , 0' �' HE CALLAN RESIDENCE N n — DAGEY DRIVE HYANNIS MA si> -< 3 BAYBERRY SQUARE, CENTERVILLE, MA 02632' Ul PLAN - - a PHONE: 503-771 - 1 0�40 FAX: 505-775-0:1 55 f j .AA W I .I .. 1 - =-r I � 1 I rn-------- �wl ----------------=' ---1\ — -- ------- a --L---J------ -- I }IT-. _ —i .. I - I I I o� -'iA �W �o I � �IJNmL\Az Z° N -D lLu -i c A I I I imnnl m vA `" I� I o M m p.y•• 1 N m I I C I I of ;iu00pz io 0 nE 3 Lu id-I Z D -y I 31f 411..,. jl_0° T-4 'I. 7'-4" �'-41: _I Or w L 0n A gr II W(1 O OA Av Ll Z. om m I I ( I I w O - r — I N1—y--1---- u� .J L x_ , . ... _ (in �I I I ' I � _. 9 ---------------- -- r J ' rtl= I I .._,....o 34 0n 1 = ! I I 5',6 51_4° Ij -1 F T,-1 F T 7 r �.� I-T 7 ---I- +---+- -+-- - +---} i- I-�- -- v 11-0 A3 L_.-J L i!�J L-_�-=s�i,- LLLI I D � �D li 7�I _ ... .. i•— I 'I .. 17'-W 1 W, I o orn 3 — �: 4-0° I ° �'A In I I. �1_o:I 51_4° sl. 61_6'" 4'-II" 4'-111 I 71. 1------�3 �W.I I :_. I L_.-J L_ L_LI wNx �I N I. N nN° I I„ D Z�70 zm z . O �1 mr 7e e7 L u Z o im r O N I Nwm-d az I i o ; = L ----------------j I .; — � I L—— ———— ----- - ---1 I .z I L ---- ——— ——— --- —J r gl_6o 51_01: 211_6n I = K r N � - PROJECT:- A � m al A e��'"' THE CALLAN RESIDENCE �� �J I G ' I 1 s '.^ DACEY DRIVE N1'ANNIS/MA �I 3 BAYBERRY SQUARE, CEN TERVILLE, MA 102632 m -I r PLAN PHONE: 508-771 -1040 FAX: 505-775-0.1:55 ` r N L O '—'RIDGE VENT - RIGID WIND WASH BARRIER REQUIRED Lu - .. ... ... AT EXTERIOR EDGE OF EXTERIOR HALL - - -- (2) 16" LVL RIDGE TOP PLATE:. LI� \M1 .r. ASPHALT SHINGLES d w- 5/8" CDX.SHEATHING "HURRICANE CLIP" 1, FASTENERS AT ALL r, Y• 666 RAFTER / TOP PLATE N ' - - JUNCTIONS TTP. O I R38 F.G. INSUL. _ 2x4 JOB,-TRUSS- \/� BLOCKING 4'-0'O.C. O 0 0 :. +o IN FIRST TWO JOIST AND RAFTER d .BAYS FROM GABLE WALL S /b a Ilf IH ;i!1 2x8s @ I6 G. Ltll c12 \\ UOUS WALL .c MAINTAIN AIR SPACE 1 GONTIN, ,^ MASTER BATH ABOVE;PLANTER TO �— R38 F.G. INSUL. in VAULTED CEILING CONT. VENTING DRIP EDGE CLOSET 8:LAUNDRY I \\BEYOND _ Ix8 FASCIA00 _ Ix4 SECOND MEMBER Q /' \\ _ ALUMINUM GUTTERS 8 DOWN SPOUTS - ------d i FRIEZE BOARD AND MOULDINGS 36" SHEET ROCK -" PLANTER ABOVE 3' COLUMNS p It I — Ci } Z 'I - 2x6 EXT. STUDS @ 24" O.G..F.G. o 1/2 INSUL. - Y I/2" PLYWOOD SHEATHING �,J[ TYVEK WRAP okft CEDAR CLAPBOARDS IN FRONT - :- q _ �• a. W.C. SHINGLES SIDES REAR ,gyp 3/4" TOG OSB SUBFLC'ORLl - P.T. 2X6-SILL + SILL SEAL ' '. ( R30 F.G. INSUL. �` 3-LVL'. 3-2xi2 GIRT 3 1/2" LALLY --I-7 E�_... . I,. COLUMNS 1 tr Q 5'-7n 8"x7'-q" CONC. WALLS . - (2) #5 REBAR TOP 8 BOTTOM DAMP PROOF BELOW GRADEt`. - - .Z Z Lu Q � w SEC71ON "An U w Q SCALE: 1/.4" 1'-0" _ C �'A ♦ .rjF SHEET S 2 .JOB: 1304 , CRA N BY: KA t> I i A f � 7. I; ;I :.(3) 2x12:GIRT I - LW - W „ rI 9 - - I (3)-2x12 GIRT; j AKs - .. .. . 2x12 RIDGE S%o (2),II 7/5' LVL RIDE (3) 2x12 GIRT ^� b - — - 'n qC RIDGE o I im < 12 r I----I- -- ------�I q7 A Qq > - � z n N m rn li C� ..NDGE b�Z' yA ZID�E O Z W W .. ;.. G LNi_I 2x2 RIDGE il zz - -r I_ (2) II 7/8' LVL RIDGE _ � I Z C N nlrzrrm N' ---- 3 q I/4" LVC 3 q I/4" LVL rrrrr.. h 7 -------- I .FCNpA - D ____ I .. .. r.-�-.r --r- — - -------------- . RI I I Ulm Np r ND DFxp t 1 (t\ 1 - mZDN - ,UO-I O al,l I � Z _om r <— _. Z .. N z z m 0 l at L"11W �9� `� THE CALLAN RESIDENCE AY I U 1 ➢..� i G C . . °1, DAGEY DRIVE HYANNIS,MA: 3 EAYEERRY SQUARE, CENTERi/ILLE, IVIA 02632FRAMINGPHONE: 508-771 — 1040 _F'AX: 508-775-01.55 a c In ,l 111�.i1 @17_NaS IZ �: ilk nL_ nwur I it I" 1. 4 V 1 n Al i-I U .. O j. Ill n 1, IP O- U In � . nffl �U)u j Q,z 0) z:N� �rqN 4\Or OIII>. 1 ^ per U� i AI AI 11 _ At 1 11 1 C-1 C - 2 'p o n 4)UI t�FW �r,-(Z 4\ fi N O I_ NuQ�n u,I"l y. � � z1)Z O _I i71x -ono C� - .: -Oj A1N m' .N I':1 U r .L :'U Al S 7 Q z To IN nj i°Gi� O / O ITI z,'_„ U) 4�/\ y T, A /J/ t Irl ul v de .. .. - 'Uz=1 111-I r _. Sul% 1%1=j N C 0111 . D: -1: .N .. . �9-177�: ,Q171 IInN LU1:=0. QD�p QD 'O y. mNiii n U 0 —n� —nil r ozu L z(,ym z6)D. r- 1? r> D r.D �.1_ - rwNn rwN.n. np Clrn-I (P. LL, U) = 3 UT O Y M M m ITI -p ,1 pi ' \ M_j m�-DID r r n J D Ij ;,'rnz� " zp z 1^�y�A m. N. r II O O 1�t�Z QI�t�Z - _ _ n j to OQ= z � 3 n I11 _D. A Gl I m m —I — L I11 :7IoO 1�7W< NUI UI< I>Oe IN< LN O .. .. J> O1JO U�yNAI Sm NA JW rA AI tbC —.+ 0UI -fUL-1 LYC I -Il1C_I - C1O UI pli Pl. 'ro O'Unn :O./In IJn O'U2'o 1- IU I Oj A)�' / .G70 1>). -IIUn.F ... In.�l.. UJ Z .. .. r 111 ru n-U. ..Ir i3 11 y1/ —� I- /III CI1+1 71U UI 1 I I__ �1.UI -- - -- � ' / coo 0 0_0 / -'� .. � I _ 1 1z ul _ a In m tit 1711 .. .. .. - -U ,> ref w\ ,1 0 —I �. .. fll n PROJECT: s! �1�::•,: THE CALLAN RESIDENCEMAYS I E U I :I N G , IMACO ( ( n a �'t DACEY DRI\/E NYANNIS MA 3 13AYBERRY SQUARE, CEN TERVILLE, NIA 02.632 a L o. STRUCTURAL DETAILS PHONE 503-77 f - 00 FAX:-503-775-01 55 w BAXTER NYE ENGINEERING & SURVEYINGz > 1. ALL SYSTEM COMPONENTS BALL BE 96TALLED N ACCORDANCE MIN 7FRE -' V OF THE STALE SIWfARY CODE DATED APRIL 21. 2006, AS AMENDED 1.) THE ITEM OF iHIS PAW 6 iO OEML BMW SITE / THIIOUGH THE DATE OF THIS PAW, & ANY LOCAL RUES & REGULATIONS COIDTI0IIS AT LOM LOCUS AREA 6 COLPR 5ED Or. �°'� APPLICABLE z) IASSES90R'S MAP 2s2 T and Land Surveyorsstered Engineers �0 2 ANY CHANGE 70 THIS PLAN MUST BE APPROVED N M W BY 7W LAND COURT CERIF10A1E Na 16/0 7 �o1-1 %' A!o ENGNEER ELENnaN INFORMATION KIST N Or BE CHANGED WM*W MtmEN / 78 North Street - 3rd Floor ; �P V• P1ilOR APPROAIAI. BY THE ENGMEFR Ag.�OO PLAN 36610.9-C ,-�/ v ✓✓✓ Hyannis, Massachusetts 02601 `� 3. MEN CONSTRI/CnON 6 COMPLETED, PRIOR 10 9K;�7.LNG, N01FY 1FE OMOt 8A1�NYISIiOIr 1RLiST � BOARD OF HEALTH AGENT MN EN(NEER FOR INSPECWK P.O. ON 95 4. ALL sM11rMff DlsPosK sYSTEIR PIPING c BE 40 SCHEME 40 PrAw, CDR°M" KIMCHUSEM °M Phone - (508) 771-7502 ` P . UNLESS OTHOMW NOTED HEM1) PILOilICf mNa6ARIL AS 9OMR OR THIS PLAN Fax - (508) 771-7622 / PQQF` 82.6 s. EWAWJE UNSUITABLE MATERIAL AS NOTED. TO THE wC HORIZON' . FOR A 4) aarNls 9FnRLruIDNt LOCUS MAP www.boxter-nye.com / HOIZ DWANCE OF T SUQROINNpIG THE LEACFM FIELD. AND REPLACE MIN CLEAN SAND PER 310 CUR 15MS TO THE TOP El"TION OF THE SITS. am OISiRICi : IIC-1 SCALE 1 50,000 f- - LOT 36 ctaw UNMAI za"ReatlROEltr / 6. NSUAIE ALL PLPES AGANST FREEZNG AS REGIURED MEN LESS THAN 3' �. LOf ARFA _ 43,560 S.F. STAMP STAMP o OF COVER NIL LOT FRONDAGE= 125 17ND ©��' FRORf 'I s NEW 1' / 40 = 30• P� s A WATER / 82 8 / ni 7. THE SEPTIC SYS7E11 DESIGN DOM NCUIDE GARBAGE GRII/DER' SIDE Vo 11V SERVICE JGF DOP06AIS. REAR WIND - is, r AArr v tiG v & �� THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-88B- -SAFE) OVE MAY OLSIRIC GP. - GROUWOHUM PRO11eL'IION U ED Y 1.5 X Jc,� AND UMff CMfWNES TO LACATE ALL M7NG uT inM AT LEAST 72 x \ \ - HOURS BEFORE THE START OF CM67RWTDL THE CONTRACTOR SHALL ONE 1994 FLOW BOARD OEM Na 697B OF ME11 SPACE SAWASION PLAN o. 3 30 / DETERMINE E THE EXACT LOCA710K WIN HORIZONTALLY AND VERTICALLY. OF ALL DEI ION CAILS FOR RIEDUCTON ON SIDE VAD AEOUREIEM TO fir MO APPROVED LOIS o f s ERA /x az / M.50 OWING UiLR TES BEFORE THE START OF ANY WOK TIE LOCATION OF HAYS AEDUf;ED LOT AWA RIMURDIONS. NAL S ENG� x 00S1M UNDEROMM UMM ARE SIONM INRO AN APPM7E ANY OPLY, e. .,o E \ __ 81.3 WY NOT BE I WO 10 THOSE SHOW HEREON AND HAVE NOT BEEN S)A 1NIE SUM HAS NOf BEENPEAfdtl® FOR iNS SIX OE76M® \\6. G� MNDEPEIDD RY VO*W) BY THE OM�0 OR IIS REPRES01fAlIVE THE TO BE RECESSW. A TIRE SEARCH SHALL BE PEED OV OTHERS r 82.8 8V M9CH OW OCCASIONED BY THE OONIRACTDn FAIIM LOCAL CONSULTANT 822,34 6) iNE PROPERTY L E NMWM Si�OMi 6 BIASED O1 CIMM MUM MfOR NiION COBBMIG O PLANS AND GEED& MTIES EXACTLY. F ELEVATION I FORIMTION OFFERS FROM PUN X1so IrFOWTION, THE CONTRACTOR SHALL NOW THE OrG M NNEDIAMLY FOR THE ISMI C FOIAILEs 9OMN HLENMON WE 00100 FROM AN Of 1NE GROUD FEED SLtAAArY F9FORLI07 BY BAM NAPE 81100 C s SIJRW=OR ANY 14 2011 • \,,, / x 81A POSE REDESIGN. AT UR11Y CRIOSSM VERIFY N FIELD THE LOCATION / 82 81.4 •at #1 81 NA= OF ELECTRIr, GASH TE amw & mmAmm AND REIDCATE F �- _ 80.9 x mm �o CONFIU;7NG MM PROPOSED NR S PER THE DIRECTION. THE 7)THE ROOD/BIM7E RATE DE 'S THIS AREA INFOK DATE W AIXW It 1985 CONTRACTOR SHALL PRESERVE ALL UN�OIJMO UTILITIES AS REQUIR >L C 0•�� 7 Tp 0 p 9. 7w PROP�06ED URm CONNEC IS Sf 10M�1 NOM ARE SCHU 1C; E) ZONE C CONSULTANT qq.4 �y 80.9 tN ��, � SHALL BE AS DETEININED BY THE APPROPRIATE UMY • 9TE 6 NOf MR/R M AC.EG (AEA OF CATRIII. DMIONIENDIL CONCEWN _ 82 s0 x 9p • SiE 6 NOf WW AN AREA OF EST = HA W OF RARE WILDLIFE PER x am 'F' MW LAP OCiOB81 1. 2010 TEAMED HARM OF RARE iN2Jr p• , _�¢��j�' FOR UK WON THE 10 WtANDS FROi M ACJ MMA110R6 (310 CMR 1°).- _• S£�P \ 'a• • STE DOES NOF CONIM A COIFED VOI9Y. POOL PER M3P MAP OCTOMt 1, \\ �.rcY • SM 6 NOT MNN A PRIORRY WOW PER NNESP INP OCiOBR 1, 2010 T IORiN HAB1I= OF VECES'FOR 9MES UNDER THE WSSACHUSEM OWNGDED • NIROGEN LOADING LYfATION: SEE PRIOR S'ECAL PERMf AND SUBDIVISION �ACT, RIMA11ONS (M QIR14 PREPARED FOR : // \ N 1 820 INL: 3 BEDROOMS APPROVAL • SITE 6 KM A SOME AFPRM ZONE 16RO W NITER FMARGE PROIEI.'TIDN AEA / \ ro x 110 GPD/�DR00Y • SITE 6 W M A ZONE OF C0111M)I ION TO A SA IMM ESTIWK"ISDINE BOA AM W-4 1L 80.X / �� TOTAL O GRINDER ( I) = N/A 9) Sayside Building, Inc. iOW. DESIGN FLON► = 330 GPI)/' \\ 80X 1ti •s• I1.5D 3 Bayberry Square \ � \ LIAR �a74 cPn � / � (� 1) .AE OONiRACIdR 9u11 CONTACT o1G SAFE(AT 1-Bee-DlrrrsAfE)AND uHJ1Y COPIMES TO LOCALE ALL E1051NG UNITES, AT LEAST 72 NOUTS PRIOR 10 nE START a- y y q `k �" O 15 tF 4• 1m CONSRSHM I 'AM UK BEEN �Rd ON E UUMff W D HUM T COf IMOR Ate. 1 OBE OILY. RE FOR MAY Wr BE MYMN Centerville, MA 02632 \ 9CH 40 M!L L�nar� AREA of c.� Rl / PVC O �5 330 GPO/ 0.74 GPD/S F. _ 446 S.F. I!L AND ALL DAIA6E5 HEIR iMHR BE OOOLSDNm BY THE OONTRACInR'S FM.IAIE TO LAG1E SAID 11FRASRMA7INE AND UR1TE'S E7fACR.Y. IF FIELD CONDITIONS OFiTRS FROM \ ��• ��� S=2x O J+ PAW /1FtiIUGIONi, iNE CONTRACTOR S VL NOHFY THE ENGIW MEDWaY FOR POSSIBLE REDMIAN. • ?� 79.0 PROPOSED SYSM 3 - CU.TEC RECHNRGER 30OL. LEACHING CHAMBER U RS SOURCE/FOAINIION FROM FI[W HAS BEEN COIM® WW OBSERVED OWICE OF UiMIES TO OEK OP A WN OF WE tMRBMUD URTET IOWAK LACILMW MAMIN 3.83' OF STONE ON SUE 2- OF STONE AT ENDS E7IDWI0N, THE EXACT LOOM OF UODIAGUD FfiM= CANNOT BE AMWAIMY. COM 1MY MD RELNBLY DEPICTED. MERE AO ORIA. OR WRE DMED 7r1`76 SOE�HALL AAE4- (25- + 1272 x 2- DEPTH - 148 SF If10RMpT1oN 6 FEOt41M I E CLQR 6 AMSED 3W E)ICAY ION WBE HECEMARi. x \ ,d•. 3 1500 GALLON 78 BOTIOM AREA:- (?5,�=123 = 300 SF 79.4 80.1 1 > p T ,*: 448 SF •TOM NITER SEANCE SHOW ON iNIS PLAN FWV C-O-YH HOER OEAARIM90'SNM 7023 OAND 04tAIK TOTAL° EFFECHAE IFACH M AREA = o. o .GAS SMU SI MR ON PAON SYSTEM OEM CAPACITY - 448 SF x 0.74 GPD/5F - 332 GPD _POt t)OIMNION OF NAiMW.SAD SIE1t21 PLAN Na S112776 TBM: DATED 5/16/13 AND VIEW A009I01'OF OW SAFE MOSM �' a , SEP IC TANK SIZING` GPD x 20OX - SM GAL NAIL SET IN \ �, c^ 8t.50 1/ LF 4 SCH 40 �B, . ELEK.W LIE SHOW OR THIS PLAN FROM FEED LONION O'OW SAFE MART = �.. 12 PINE PVC a S-IX / USE ISM GALLON TANK MIN, EL = 82.00 `�. \� s.X O- x M �o . 80L LOAB OA1tE•W"IS � I•\4�' S tF C SCH 40 7s. EIARNSUBLE r PVC a S_17C 79.2 � TIEG SOIL EVALUATOR: 804M OF HEALTH AGSM x 3-aU.7EC RECHAtGER / P.E DONNA Z RS \ INSPEC710N SIEVE wM.90M. 300XL. CHAMBERS �PG� PORT. TYP. TEST PiT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 �O �w G.S E.= 81.2 W CASE. - 81.0 G.S.E = 79.20 r C.&E - 79.40 0 ; ORGANIC 0 ; ORGANIC 0 ; ORGANNC 0 : ORGANIC L LC. LOT 35 �h�/ _ _78- - - cc LL �\ 19,712 S.F + - A : 1OVR 5/6 ; LOAMY SAND A ; tOYR 5/4 ; LOAMY SAND Pp ; 10V�R 5/6 ; LDAW SAND Ap ; IMR 5/4 ; LOYWY SAND�, 0.45 AC + - 78.0 r-r 4-10' 80L1 5'--11r 4'-r my m2m to LC. LOT 34 p �� - B . 10M 4/6 ; LIMY SAND B . 10VR 4/4 : LAAMY SAND B : 10YR 6/6 ; SMDY LdW B : 10YR 6/4 ; SANDY LOAM N NAIL SET IN 8-Ir (ELEV 79.7) 10-20• (ELEV 79-" 10-3r (10" 7100) 9-2r (aEV 77.0 ; C Cd so 'off 77.6 12 PINE C1 ; 10A�R 3/4 ; MEDRI71 Ct ; 10rR 3/4 ; MEDIIUII C ; 101�R 6/4 ; MEdW C ; 10YR 6/6 ; MEDRA>I •m. EL = 8200 SAND. COBBLE LAYER SAND. COME LAYER SAND w/ COBBLES SAND w/ COMES L / '� tr-W (ELEV 77.87) 20•-42' (a& 77M) 30=138' (ELEV 67.70) 28=132- (aEV 68.40) J T` ,. C2 ; 10YR 6 4 ; STRA1�F'ED C2 ; IMR COMM S 0/6 Mb 11► SMVM COMM ~ � L. Ovum \\ / 40'-13r �e ) 4r-13Y (ELEV 70.0) ~ p > 1 v %ft ,, PL7iC58- ply 76.3>) PERC e� '(ELEV ' w Qj 15' REAR SETBACK . 1 29 MN/w <5 ' 0 OPEN SPACE I CERIFY THAT 0NA4ff--aJ1rI NAME PASSED THE SOAP. EWUMTOR O M 71ON APPROVED BY THE DEIVI U M OF O 0 0 77.9 170.69' ENVNtOMENfAL PROTECTION AND THAT THE ABOVE ANALYSIS VAS PERFORMED BY ME COMM MIN THE RMUIRED TRA9INW, a r Q V x / OPER11SE AND EAPERMM DESCR6ED N 310 CUR 1s.017 S61.32'10"Af x _.1 9GNATUtE DATE Z O a U TYPICAL SYSTEM PROFILE 3 - CIU.TE'C RECHLARGER 330f0. NOT TO SCALE -T DiST. LINE N O O O 4-W Ir w APPROIOMATE TOP OF FNiSH FLOOR = 84.0 SET ALL WM10LE COVERS TO MTH IN 6' Q -- FINISHED GRADE - 81.W* OF FN% GRADE RISERS & COVERS 2 21' SHALL BE V0k7ERnGH1T 2s' m FINISHED GRADE OVER! ITAW KOf fFN>SH GRADE - 79.Ok PLAN OF PLASTIC LEACIM CHARS Z tFACHMG TRENCH - 79.0 10 70 NO SCALE SHEET TITLE ' RISER tYP. MISER COFAM FILL 15 LFN4. SCH 40 TOP OF TAW-77.23 3' MN. LOP OF TAN(=76.45 9 (min) C*W NMALL INSPECTION PORIS N • 5 IF-C SCH 40 PVC SS-I aec Sr (mam) cow E WITH MAIIIFACTURERS 12• Up�tle Plan and Profile P1IC R6+•20X 11 LF-C SCH 40 PVC 09-1.OX r F� 2• (10 BE L) 2g LAYER DOUBLE WISHED STONE 3 - RECOMMENDATIONS (� FINISHED GRADE NV OUT - 76.36 M 4' ;a . 40 PVC 1/8" TO 1/2' OR GEOREXiTILE CUL - NV N-76.06 UK -NV OtR-7s.81 W P-75.7 E r Gw FABRIC PER 10 CUR 15 247 �) �X� p�S 36'MAX.-9ILA "I� COIPACTiEn FILL PVC TEE (14' Yi.) SLUM' • Otf-7S.s3 I EV=7t.04 2' OF PEA STONE .................. 4' SCH 40 PVC ., GAS BAFFtE • • . CHAMBER NV N- 755 24. OR FILTER FABRIC SHEET NO r _ *•� OFECIMBOAR 3/4' TO 1 1/2 ' • 6' CMEDL WASHED 2,C EFFECTIVE 0 A R CONCRETE STONE BASE 6• QED • g STONE BASE61 DEPTH 4 R •;, -�, •• • •... ��*,. :r:` MJITABLE SOTS. BELOW THE WMIONE E.E1T (TOP s� DATE 05/17/13 3.83E 4.33E 10[MIS BOX OF SIIS� SHALL BE ROiOVED TO THE 'c HORIZON' ` NO GROUNDWATER TO ELE:V 67.70 20 0 20 40 q AS REO M M - SEE cONSiRLICTION NOTE /5 R TO BE NSfALLED� OWN A LEVEL OR �STABLE BASEHEREON s JAW aw-ON ONE-OMPARTMENT SEPTIC TAW t aD LETON AL�o LEVEL WL AB90TAFI ON SYSTEM *M SCALE IN FEET STOREY sn5w H-to OR EpIIM. PLASTIC LEACE M CHAMBER WTAL SCALE: 1"= 20' d TO BE INSTALLED ON A LEAELL STALE BASE CULTEC 330XL OR EQUAL DRAWN/DESIGN B Y: SOM CHECKED B Y: LVE F=MMDD SEPTIC TAN( TO BE NSPEINED R CLEANED ANNUALLY�U NO $GTE JOB N 0: 2013-017 C A D D FILE: 2013-01 h 0