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HomeMy WebLinkAbout4812n# 4" CAST IRON PIPE T (] PER PITCH 1 /4 -ELEV. 102.00_- ELEV. - 101,55 \ \ V. -SHED ST"'F ----c*--` - --r- ------- A e1., AOf FSI Tri? FF`'. F'IC \r -NT 10 0 { Ax. 6 Mhd. , E>>' h?, 1. , p• FCAp- t"I P� ';1RED 101.75 _- - NOT `1.-041 j i l`T€E�+. L E L ` 10" .�.� r3 a r M.N. { 4. `. :.A m L L �ELEv I i' [ �--cn r 101.'D „. 1 !� ! i 1 y � � i.. � a 1 I 4 L.�\'EL o% �. CAS F.s`t 'N7.7_y E' ! f 11 BAF[ LE D'STI?C: UTIO c / ��EL V. �-�6 HIGH CAPACITY INFILTPF T(,E'S W"TF1 60x i.� .52_ S16NF PJ AN (TO HE PLACE^ O". 11'9 F -A,-) To 6t. 14'.47'-? TESTTD 11' X 4'"_X 10'_ TRENCH FOR`.'A?'C!' `' 10.47 1F M"�F b.1Ar ONE OUTLET � ---� 1:00 GALLON SO'L (10 OF P.. -ED ON FIPM, BASE +mss oO�s SEPTIC TANI( 31 O 1 1 /2 CL FAN -Y S 3 STEP � �S �is� 1r r)t ------ TO DQU9 F W: `_H<<T STOE;' A �r!T.-- F?. L OF FINES R SILT -- U°"C, PPOBAP E W'A'R TAPE E' EV - SEMGE DISPOSAL S� %TEEV PRO71LE 01,3SFRVED W -FR TAKE it/ ) FL- /. _ NOT TO Q -CAL£ EOTTOM OF TEST H.,[E 41 FLFV. Tr*A *A B C13 FND. k-" 1y1 TOWN WATER PROPOSED SEPTIC DESIGN SOIL TEST IT i TOP Oi FI'I a7AR0:J 4.. _._.=- - 1 r �o "i 0 -cc , AG 't FAN SA*iJ �CI 16 FT. MIA kr,l!a - I 1 ELE`a -_991-- ., PEPCOIA"ION RATE < -,2---- MIN I �. .. _- ___ OLD ( ' . C rRFit C _j'J.4 vE I DEPTH 1HOR17 ` INSPECTION PORT LOAM AND SFFD �.- #��_ j- -- --k. j MOTI -- j.f'j Cir Dj�E r, Pi'��, r%8" - 4 0.-_ 2 iAlc'R OF n# 4" CAST IRON PIPE T (] PER PITCH 1 /4 -ELEV. 102.00_- ELEV. - 101,55 \ \ V. -SHED ST"'F ----c*--` - --r- ------- A e1., AOf FSI Tri? FF`'. F'IC \r -NT 10 0 { Ax. 6 Mhd. , E>>' h?, 1. , p• FCAp- t"I P� ';1RED 101.75 _- - NOT `1.-041 j i l`T€E�+. L E L ` 10" .�.� r3 a r M.N. { 4. `. :.A m L L �ELEv I i' [ �--cn r 101.'D „. 1 !� ! i 1 y � � i.. � a 1 I 4 L.�\'EL o% �. CAS F.s`t 'N7.7_y E' ! f 11 BAF[ LE D'STI?C: UTIO c / ��EL V. �-�6 HIGH CAPACITY INFILTPF T(,E'S W"TF1 60x i.� .52_ S16NF PJ AN (TO HE PLACE^ O". 11'9 F -A,-) To 6t. 14'.47'-? TESTTD 11' X 4'"_X 10'_ TRENCH FOR`.'A?'C!' `' 10.47 1F M"�F b.1Ar ONE OUTLET � ---� 1:00 GALLON SO'L (10 OF P.. -ED ON FIPM, BASE +mss oO�s SEPTIC TANI( 31 O 1 1 /2 CL FAN -Y S 3 STEP � �S �is� 1r r)t ------ TO DQU9 F W: `_H<<T STOE;' A �r!T.-- F?. L OF FINES R SILT -- U°"C, PPOBAP E W'A'R TAPE E' EV - SEMGE DISPOSAL S� %TEEV PRO71LE 01,3SFRVED W -FR TAKE it/ ) FL- /. _ NOT TO Q -CAL£ EOTTOM OF TEST H.,[E 41 FLFV. Tr*A *A B C13 FND. k-" 1y1 NOTES: �--- - L ' ��� �� Ap A! L W^RK-MA! UIP AND MA1[ c2IA Hr iE. ONFDFM TO D.F.P. " 103.42 t BV 56 TT F ` AND THE CwTH P'! - ANL c r� ! , !. NS FO`? v^. � � / A, Z THE SUPSUP A(_ DSF '� A Of N^ F �7 � 2. ALL CO 'c FS TOAHIiAR, INIT` HAI t. !?E HPOUI_;HT TO _. n WITHIN F 0 F JISHF 0 ACE. X ( �j 3_ ALL COMPONENT, Of-ANIIAPY SY',ILM �.41L Pic '.APAFrI iy WIiHSTAN�IN H 10 1OA iNL; UNLET �!Er ^f CrJOFu O`' N,,TIrJ -�� 10 F T_ OF D IVE Of? PARKING AGFA N - Ci I CI7 )IN SH A,(L BF. _ i 98.70 \ ,. USE c� EINDFF U`- W�THh 10 FT. OF DRV15 [, FAc.V1rS AREA`. S7 p IO/VLS /- 1 4. ANY MASONAPY INIT, !SE.D c0 C✓.?P_. CyA`)E SH4iL. FND. BE MOI?TARED IN 'l A �- , �' 5. NO DFTFRMINATI/N NAS P F^: MAc) A, T )Y'li0 iCE JfTT SOIL_ DEF DFD OE ,,1NIN [? CU' A LOPJ !lY *.1 R Ai F L -;,,AN S To - "' TEST 1 "� A OPTAIN SUCH P� n Pp/1NATION F"i (`M AUPPC�T RIHT1A AU Tcif1R iY. A(1 0 ! ONJ Y F tC A VST"ON CON 6 I II O (F SI IA V! A A APPP Xi 9,9lc IS T(' (ALL DC AFf !T -8`SH 344 233 AT LEAST 72 FOI h' 9=.76 ` ` PPIOF' TC) Oir IS Nr,iN W )ti'K U' S TE. { �(}' 7. CONTI A.IOv IS IC, VT PIFY (F.•P `F< AND clEVA TIONS A.' WILL A i , _ e 101.19 \ _ \� \ I �� 7 SITE OO '-n T>( d� FRiO 1n (nMM Nt"!rF Uc-Y. 0!J SITE ANY daRa'Ii-r� 903.45- �(r 1 100"Q, , IS TO BF [ ., CHT TTS SHE AT iF �I "J OF 41 U�FSI N f.NCItJF Ei' \... �.. 8. PARCF IS iIcLOOD ZONE -_ X SO14 -.J 6 TEST 2 4 Ef 'Y IMMF[)ATE 9. LOT I HOV^1 N A� ,F �L2� MAP R5 A PAR('EL fe? 101,38 (,� -%. _('�'� 10. ALL UNSU11AN L M.ATFR�A'. SHCI Bc .EM )V D rB'1U UNDER A! "i � FOR^ A MIN!Mi!V ( `� AFt)UNI ``JI C.F3SOc! irlN SYS TE Fd ANTS B!_ i 103.83 DESIGN CALCULATIONS 4 NUMB'F O[ •3FDFOOMS 0 , GARBAGE DI�POSA.L UNIT 101.51 / Y TOTAL F IMAIiP FLOW -._. �� i / 103 1 X \ \ ` (110 GAL./8P /DAY X 4 BR.) 4A0_ GAL. /E Ay - X 10 3 \ REOUII F [ SFPT1t' TANK CAPACITY _ 8$Q__ GAL. RC1,. _ - 101.7 i .�/ �\ li \ V T ' 1500 GAL - Sol[ � A AC R)At S F OF S F TIT= IA'IK - 1b.�.�-24 -� , �\ SOII. CLAS<'CAi ,N - I - , i YV, DESIGN E Nr Di. A I.,1N RATE < 5 - MI I -102-- �� V , A FFFLUTNi OAD!NI,, RATE_ 074_ GAI ,DA'%i5.' r1 LF ACH!N ART: A 625.33 SO I \ A 0 (11x48A+(ssx2xlo/12) { L IFACHI 33 X 0TI' (A. FA X RATE) X34$ GAT F i \ V1 33 X 0.7 6. 4 RESERVE LEACHING 1;APACITY 4634$ GAL!f�AT i 104 �'' i 1 , 2o.op - DO ?} ` �o '.. ' n � 54.7 "..���� PPOPOgEOpOGpA� , \\ , \\ \ UV G 5' \ \ /�'\ \ U ' CLQ \ \ FND. \ Q "(l X X00.8 �.� 1500 PJALLO"J `J- , ` •\ \ \ .\ \•O -v _ �- a F- / / O a_7 107.71 SEPTI ANY. \./ 1 i X '' J i 103.65 LOT 7B 41,075.9 SQ. FT. c C �5 y 103.90 \ .��; 0 �. 0.943 ACRES Z P 350 X 101.3 0 .102.40 X 103.60 n 7 'l . 102.96 (/"�) wr (�1 - �`��,� SOIL -�, LOT T E r7. TEST 4 1 CJ} V 1 �/ - 41,556.3 SQ. FT. J <<' •�.� 0.954 ACRES To T C,;sJ_ S" L1 a v E�A _ . i�� . = 16. 9 � � lsoo ALLDF: SEPTIC TANK' k 0 5 0 0 1 \t 74.9-3' spa a 7 _ 20.C'\.. 1 s x1.30 JN l TEST 3 4 +..90 A - . 1 25 C•, { - { A 4 J C7 / / ' / 1� x'14 X r i - / \ i w % Fla. _ 7 k,., pl �i u� .._� � r x I G0 1 / 1 F 10030 / 102.90 ; x ), C ..) . X in- 0 _ 26g.43 I I \ f 1D.�J / 103.40 102.6d 1011.50 Ci D�BO YI nNC Pm LLI VA TION Do,o 102.00 � I+v _ `\ IfCONTOUR 0_0 -- - FIIIPlSPC FtEVATO[O\4 Y�f?FINALCON DUR F,OL TEST LCCATIOJ0Ni✓ CMOJ 7H inn An I JT1111Y POLE Q - r / I- r, ' CF- FOUNDATION F?. f •'. _ 105.50 -. ,p 'D DEiI cL 5 *EtT F, ,FFG FEtT 20 FT, MlvihJUhL FROM _CEL_LPR OP, CR_A`h"_ SPACE _ -- -___CFT� FRCO SLAEi --- 10 C J _TS 4 SOHrDUL£ 40 PVC PPE t i { h'.4. PIT.:`? 1/8" PES'FT. 4 CAST IR^lF PPE (CR EQUAL) M "J.+rUI,L T_ 1/4- P -P r T. �_� �. _j7 Av-EF _ -- --- ------ Fin, tFN[ �` r -- - - - _ It .��� I FLEV. 101.30 /J L -^'E LE r L iG1.5S 7 / GA_S � - 10067 J6_1C0.50- €LEV. - __---- BAS -T 1_E D1,STR197UTI061 F_EV. - / L- {�.,� E``- ET tt.ACED 0"� Etc+a BASF) TO E_ VATEP i STFD 4 ! C1- t nl IF Mngr THAEJ ON ' - 1500 1500 G%;IJ_ON -� FF e (0 P' F -ACED Or c c PA F) J, S 4`TIC T `. iw -TC4^ O , /� r FAN J DOUP T FF of F".• SY # A(37- D,Sr)0S_)/%_ S"(STEL�' PROMLE NOF $CAL[ ITS TOWN WATER PROPOSED SEPTIC DESIGN SOIL TEST IT DATE OF 501' TF" ST DErEMBFP_ _121,2_01112 - ' 2012S7'. C ---_- SOI:TEST DONE BY \ \\ /2. W9TNESSED H" - BTO!: 7 l ' OBSERVATION HOLE 1 ELE`a -_991-- PEPCOIA"ION RATE < -,2---- MIN /INCH AT 64INCHES OLD ( ' . aJ Le 1 a7l".:r FhTL:.RI I`�. ,UME i" I DEPTH 1HOR17 TEXTURE _- _ 2,I , 5El11C K1 1 kSAD cot OR 4 -}I -YR -2/1 MOTI -- OTHER - - -. _. -_---1 A-0 - 4 0.-_ OF�ANIC _.-- 10 jPtO F ` x If 0, x+10-- ^^J - E67 -ill f-TTRE!JCE- J 4-6. E LOAMY SAND '10YR4/1 t Ll.;S FAf3 F VATc, r ELF 6-12" A GAMY SAND E -.STT, Oc T S7 r ICYR1 4 z z 12- 3F P, LOAMY SAND tOYRA/F 38-120' C MED./COARSE SAND- 10YR6/ ` NO WATER ENCOUNITRFD AT 120 rLr r °9 1 OBSERVATION HOLE 2 LL F\ 100 9_ PEFCULATION PATE <___2__ MI 1./INC' I Ar 60 INCHES DEPTH HCT,!L TEXTURE COLOR I MOT OTHER 40 ORGANIC 10"R2/2 16: LOAMY SAND 10YR4/2 -5F 10 A LOAMY SANG 101'R'i.a i Z X10 40 B �I.OAMY SAND i'UYP.)/6 ! 14D 12r LC �MEGIUM SAND �i0r'P�/4 y NO WATER ENCOUNTERED AT _0 SOIL TEST DAT;: OFJG. TEST M+R :H 28 v 18 AF'P.IL. 4• 2019 S01L TEST DONE BY SN" [ [SER WIT £`-,SED BY A. -VON HONE OBSERVATION HOLE 3 E': FV = PERCOLATION RATE _.<_2MIN./INCH A __'�._ _ INCHES �DEETH IF+.vF TEXI'I� [Ca �H•JTT TOrHcR _. J - --- - _ -- A/E LOA,MY A".1 - �'OYRr/1 �Nr anOr, i �o-, 7 �B LOAMY SANc7 1GYR6 �: I �ROOTS 3 120" IC MED./COARSE SA! 5Y7/4 1 _ NO WA T, EN CNN TE L`F D Al __ 120•_. T -LE V. OBSERVATION HOLE 4 ELEV ,OL OR 1N(IT' �rTHEF DEt-TH �EinFl� TFtTUT[ -e -_ I, �LOAPAY SAND 101RE"ll �N' IuOOTS 1w)OTS '. 6- 32 B I OAM`" SAND 10Y"P6, F C �MFD_/ (-UARSF `AND 2.SY 7/4 �. NO WATER ENCOUNTi RED AT _ ___ NOTES: �--- - L ' ��� �� Ap A! L W^RK-MA! UIP AND MA1[ c2IA Hr iE. ONFDFM TO D.F.P. " 103.42 t BV 56 TT F ` AND THE CwTH P'! - ANL c r� ! , !. NS FO`? v^. � � / A, Z THE SUPSUP A(_ DSF '� A Of N^ F �7 � 2. ALL CO 'c FS TOAHIiAR, INIT` HAI t. !?E HPOUI_;HT TO _. n WITHIN F 0 F JISHF 0 ACE. X ( �j 3_ ALL COMPONENT, Of-ANIIAPY SY',ILM �.41L Pic '.APAFrI iy WIiHSTAN�IN H 10 1OA iNL; UNLET �!Er ^f CrJOFu O`' N,,TIrJ -�� 10 F T_ OF D IVE Of? PARKING AGFA N - Ci I CI7 )IN SH A,(L BF. _ i 98.70 \ ,. USE c� EINDFF U`- W�THh 10 FT. OF DRV15 [, FAc.V1rS AREA`. S7 p IO/VLS /- 1 4. ANY MASONAPY INIT, !SE.D c0 C✓.?P_. CyA`)E SH4iL. FND. BE MOI?TARED IN 'l A �- , �' 5. NO DFTFRMINATI/N NAS P F^: MAc) A, T )Y'li0 iCE JfTT SOIL_ DEF DFD OE ,,1NIN [? CU' A LOPJ !lY *.1 R Ai F L -;,,AN S To - "' TEST 1 "� A OPTAIN SUCH P� n Pp/1NATION F"i (`M AUPPC�T RIHT1A AU Tcif1R iY. A(1 0 ! ONJ Y F tC A VST"ON CON 6 I II O (F SI IA V! A A APPP Xi 9,9lc IS T(' (ALL DC AFf !T -8`SH 344 233 AT LEAST 72 FOI h' 9=.76 ` ` PPIOF' TC) Oir IS Nr,iN W )ti'K U' S TE. { �(}' 7. CONTI A.IOv IS IC, VT PIFY (F.•P `F< AND clEVA TIONS A.' WILL A i , _ e 101.19 \ _ \� \ I �� 7 SITE OO '-n T>( d� FRiO 1n (nMM Nt"!rF Uc-Y. 0!J SITE ANY daRa'Ii-r� 903.45- �(r 1 100"Q, , IS TO BF [ ., CHT TTS SHE AT iF �I "J OF 41 U�FSI N f.NCItJF Ei' \... �.. 8. PARCF IS iIcLOOD ZONE -_ X SO14 -.J 6 TEST 2 4 Ef 'Y IMMF[)ATE 9. LOT I HOV^1 N A� ,F �L2� MAP R5 A PAR('EL fe? 101,38 (,� -%. _('�'� 10. ALL UNSU11AN L M.ATFR�A'. SHCI Bc .EM )V D rB'1U UNDER A! "i � FOR^ A MIN!Mi!V ( `� AFt)UNI ``JI C.F3SOc! irlN SYS TE Fd ANTS B!_ i 103.83 DESIGN CALCULATIONS 4 NUMB'F O[ •3FDFOOMS 0 , GARBAGE DI�POSA.L UNIT 101.51 / Y TOTAL F IMAIiP FLOW -._. �� i / 103 1 X \ \ ` (110 GAL./8P /DAY X 4 BR.) 4A0_ GAL. /E Ay - X 10 3 \ REOUII F [ SFPT1t' TANK CAPACITY _ 8$Q__ GAL. RC1,. _ - 101.7 i .�/ �\ li \ V T ' 1500 GAL - Sol[ � A AC R)At S F OF S F TIT= IA'IK - 1b.�.�-24 -� , �\ SOII. CLAS<'CAi ,N - I - , i YV, DESIGN E Nr Di. A I.,1N RATE < 5 - MI I -102-- �� V , A FFFLUTNi OAD!NI,, RATE_ 074_ GAI ,DA'%i5.' r1 LF ACH!N ART: A 625.33 SO I \ A 0 (11x48A+(ssx2xlo/12) { L IFACHI 33 X 0TI' (A. FA X RATE) X34$ GAT F i \ V1 33 X 0.7 6. 4 RESERVE LEACHING 1;APACITY 4634$ GAL!f�AT i 104 �'' i 1 , 2o.op - DO ?} ` �o '.. ' n � 54.7 "..���� PPOPOgEOpOGpA� , \\ , \\ \ UV G 5' \ \ /�'\ \ U ' CLQ \ \ FND. \ Q "(l X X00.8 �.� 1500 PJALLO"J `J- , ` •\ \ \ .\ \•O -v _ �- a F- / / O a_7 107.71 SEPTI ANY. \./ 1 i X '' J i 103.65 LOT 7B 41,075.9 SQ. FT. c C �5 y 103.90 \ .��; 0 �. 0.943 ACRES Z P 350 X 101.3 0 .102.40 X 103.60 n 7 'l . 102.96 (/"�) wr (�1 - �`��,� SOIL -�, LOT T E r7. TEST 4 1 CJ} V 1 �/ - 41,556.3 SQ. FT. J <<' •�.� 0.954 ACRES To T C,;sJ_ S" L1 a v E�A _ . i�� . = 16. 9 � � lsoo ALLDF: SEPTIC TANK' k 0 5 0 0 1 \t 74.9-3' spa a 7 _ 20.C'\.. 1 s x1.30 JN l TEST 3 4 +..90 A - . 1 25 C•, { - { A 4 J C7 / / ' / 1� x'14 X r i - / \ i w % Fla. _ 7 k,., pl �i u� .._� � r x I G0 1 / 1 F 10030 / 102.90 ; x ), C ..) . X in- 0 _ 26g.43 I I \ f 1D.�J / 103.40 102.6d 1011.50 Ci D�BO YI nNC Pm LLI VA TION Do,o 102.00 � I+v _ `\ IfCONTOUR 0_0 -- - FIIIPlSPC FtEVATO[O\4 Y�f?FINALCON DUR F,OL TEST LCCATIOJ0Ni✓ CMOJ 7H inn An I JT1111Y POLE Q - r / I- r, ' CF- FOUNDATION F?. f •'. _ 105.50 -. ,p 'D DEiI cL 5 *EtT F, ,FFG FEtT 20 FT, MlvihJUhL FROM _CEL_LPR OP, CR_A`h"_ SPACE _ -- -___CFT� FRCO SLAEi --- 10 C J _TS 4 SOHrDUL£ 40 PVC PPE t i { h'.4. PIT.:`? 1/8" PES'FT. 4 CAST IR^lF PPE (CR EQUAL) M "J.+rUI,L T_ 1/4- P -P r T. �_� �. _j7 Av-EF _ -- --- ------ Fin, tFN[ �` r -- - - - _ It .��� I FLEV. 101.30 /J L -^'E LE r L iG1.5S 7 / GA_S � - 10067 J6_1C0.50- €LEV. - __---- BAS -T 1_E D1,STR197UTI061 F_EV. - / L- {�.,� E``- ET tt.ACED 0"� Etc+a BASF) TO E_ VATEP i STFD 4 ! C1- t nl IF Mngr THAEJ ON ' - 1500 1500 G%;IJ_ON -� FF e (0 P' F -ACED Or c c PA F) J, S 4`TIC T `. iw -TC4^ O , /� r FAN J DOUP T FF of F".• SY # A(37- D,Sr)0S_)/%_ S"(STEL�' PROMLE NOF $CAL[ ITS M. HAYES �N0.974 APPROVED: BOARD OF HEALTH 71 AGENT I - TOWN WATER PROPOSED SEPTIC DESIGN CATCH BASIN IT 'QED C ---_- OF \ \\ /2. ,. BTO!: 7 l ' S.0 m _ ►X. 1 1 _ F P `_ OLD ( ' . aJ Le 1 a7l".:r FhTL:.RI I`�. ,UME i" 4 � 2,I , 5El11C K1 1 kSAD s - P. 0. F30/ 71 ;OSI IH DENNIS, EnA -; 02-,f;: 6 HSG[! , A TY I cl T AT,, MITTS _.-- F ` x If 0, x+10-- ^^J - E67 -ill f-TTRE!JCE- J SYSTw (SHS) -- - Ll.;S FAf3 F VATc, r ELF •T ABI_E ( I : ELE' E -.STT, Oc T S7 r ELF M. HAYES �N0.974 APPROVED: BOARD OF HEALTH 71 AGENT I - TOWN WATER PROPOSED SEPTIC DESIGN CATCH BASIN IT AS I IN --- C ---_- -- WEST YAR11OUTR M -A M. HAYES �N0.974 APPROVED: BOARD OF HEALTH 71 AGENT I - - T YILRMOUTH, MASS -1 PROPOSED SEPTIC DESIGN FOR TIS CHPS4 589 T7E Y. I� OUTU ROAD WEST YAR11OUTR M -A i OLD ( ' . aJ Le 1 a7l".:r FhTL:.RI I`�. ,UME i" - - - - i 2,I , 5El11C K1 1 kSAD - P. 0. F30/ 71 ;OSI IH DENNIS, EnA -; 02-,f;: G_. _.-- SCAT F + ^ r �f 24, 2019 i JO $1-0-00 ATIOf"J 1 lI-1111- r Or_ '. rpr--TPS V /NUJ L tSp1'_It r V114yI- 41L'CK SIpIA:G 2 vAst1E _. NO -FES; - I I IF \\ALY i IC AL. SPECIFICA'U\ REI'ORI BI S1.A 13 I\�GINLERINGDATED 25 Iq IS APPI ICABI F rO THIS ESIG\. 3. BUILDER \\ ILL V LRIFT ALL DIN11.NSIONS PRIOR FO CONS I Rt ,. SO1%111:: DI\TENSIONS AIAI \ AL1 _ 1 IELD CO_.DI I10\ti 1\ ILI" I RLVAIL AS LONG AS IHE SI RUCT UR -A1. 1N"IEGRiTI IS NOT AFFECTED. _ 4. STRUCTUPUAL. CHANGES %I UST BI; APPROVED BY SEA & B ENGINEERING. i. GUINDO\V & DOOR SIZES TO BE VITRIFIED BY BUILDER PRIOR 10 CONSTRUCTION. ' 2 4I, '-&U tpFk A t;LRTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION OWNER r STT. O O ADDRESS-- APPLICANT'S COPYSME, DESIGNS BY �lq: FRANK D. CIAMBRIELLO DATLJ 141 BSA TOWN, r � Yr"t <ir _:I Ems„ ` , _ Ii O UTI i r �4JcD FC.^ 9: LCING A%IC ' .':� C DE C0"?L!- ANICE. ERP-;- _ I/� � VY n„";js, 5 rO+;pT FEULVc T}'= APF'! ILI A\T EKJI I THE PEJPO";�. SAS Bar DATE: � - 3 O - f S / � � 1N 0� R AMEE` 19 LI ND. I OM �/ 508.385.2266 OEmCFIFAX P4.353.6329 ceu EACIAM@COMCAST.NET 302 SErVCRET ROAD DENNIS. MA 02618 BOSTON SOCItTY OF ARCHITECTS, PROFESSIWI. AFFILIATE AMERICAN INSTITUTE OF ARCHITFCT$ 21�12 r/iy �4-ef�°1/14 j'ivN s VRF i Ecs DRAWN K D.C. REV. REV. REV. .... DWG. NO. °r v leU/:3igZ- `ZaaF r--- 2- -.,7s'x /1Y i- vim. -v ,�UPL3�Je RooF —�l I1 11 1I 1 rlsr - II– C - T r.yL CRICK sio'N S ,T.. 2 X /2 /3Gc iS� tA� r 'Y4 S4 wa3 vFzs =z=t`, /,:ie 5A,7 ; r 2-n KID. 197}$ m �CGIs AL OWNER 7-1/,7 PP /7 9 1© . ADDRESS WC -57 ' AIZA l00 /y /ZP w- m KM G,-' r/4 /17 A' DESIGNS 9Y ORAWN . FRANK D. CIAMBRIELLO K D— C, REV. 508.385.2266 OPPicEIFAx Bs BOSTON SOCIETY 774.353.6329 cEn OF ARCHTTECTs PROFESSIONAL REV. PACIAMEZCOMCAST.NET AFFIL ATE AMERICAN 301 [ETUCC ¢OAO DEhT+13. MA 01618 iN51ITU7E OF ARCHITECTS REV. DWG. NO. Ff 38-0 q 8 x � X�'SLtN'/vjt%E25 m -f-n. M I N dnr�T17Ur1v^<' f O I ! ,13 o --- ---- ,,moo 77�9, , M I_ 3s-0 . ...... . 1 6�•d lrtrGli O 2 JC `..SLI, alc, I i ; jI .N 1 1 � G><G. �.LO c�' v+✓/7th` � MEsN• p„ r 2_1'/y,(r��e j�„c,zo[rl�M L rPA 0 IL Zr 8 0 3-oxfisc o.,y, p /Z. •ter( �QQ%?., j?L /4 OWNERADDRESS DMIGNS BY FRANK D. CIAMBRIELLO as! Y I 50.385.2266 OFFICPIFAX BOSTON SOCIETY774.353.6329 CEu. OF ARCHITECTS,FACIAMOCOMCAST.NET PROFESSIONAL AFFILIATE AMERICAN 301 SETUCRET ROAD INSTITUTEOF DENNiS. MA 01618 ARCF IFF !v R-V,/ "rc�Ulc/O�i�TfcrJnl Ldcry2 -�-�^� I I �. 0 x DRAWN F. D_Cr REV. REV. REV. DWG. NO. :jot3