Loading...
HomeMy WebLinkAbout0250 SMOKE VALLEY ROAD UNIT #A - Health (6) -M m I 1-5M0A-a P"44 4P /�PY•`sivn Se�,vose S ysT'� .r-t I I I i N S M EAD KEEPING YOU ORGANIZED No.1 A334 2453L MADE IN USA GET ORGANIZED AT SMEAD.COM SMOKE VALLEY �tv RD NIP wAD .,� AM'AND MARYST 97.0O3 aNIAR - y 7G° ' 8 53 "w``2, / 3' / �,,.., •/-=..�. .°`� `\ \ -` 4. BVW C13 FND \ vim~' -...`.�---' r !�s' i / \ 1 V� LOCUS 00 ICE \.��- \2 e /�0�/ \° VALLEY VAQ RD % %----i 1�} BVw ../ / �.. —" ��' `— \f �,; ♦ .�.\� \ / / l All / 20�. �.. ---_ .� T of ow~' \ I \ / B // / // �- ---ti 21� "^� -- ----` `- .cp \\� too aid ik \ A55E55OR5 10:097-002 /,''^` --�2 ; \V \ f 1 \ REFERENCE CERTIFICATE: 194225 / 24- -/`�� '\ `20 \ \ \ \ ~`\ / / f \ REFERENCE PLAN: LC 5725-13 ��g-•, \\ \\��- -- -- _ ` 12/ `�\ \ \ \ \ \\� ""\ -l3✓ \\\ ZONING DISTRICT: RF OVERLAY DISTRICT:AP ih \``� . RPOD,MA ESTUARY / / •.. � \ FLOOD ZONE:A I I EL.1 1), B AND C 4 —3 / / / �� ) / / �� �., . �\ \\ /F . \ \ FIRM PANEL 250001 001 a D CB FND �.. "" / � �' \"� ! •. "' 1 C � / \ MAP REVISED:JULY 2, 1992 25-- • o/ / ` �'• fir'}' / \j', \ 26• I 8u�rr'tvf1°. / TO / / �✓ . •..... .. F EL 2 30 ro ry ZONING J DATUM NG / \ APPROXIMATE\ � � M LINES OF 22 WIDE SAT VD / 1 \ 1 / j ,• YVEG. �/ ^ \ �,/ // /� /�'/ / ! { j ` +25/ ,'�/ -26 _.•- '"\ ` 1 ` \ ` \ } \ /� r I l/I \ EASEMENT PER LC PLAN 5725-13 Lot Area: 5.84 Acresi- ol / / y•+ �' /�,/ �,�� _ / j ! j, j \,/ �,,� \ \ V ,l ` i.�� RF Zone. 150'Frontage CO o/ .illtc /'--� soop 1 ! "� � 30'Front Yard .."' VW ,.+i r �, ,y / _,,�a`�arw \'F1. 35'Wetand Setback N - I j j \ ,,,I ,� _ 1 t Q� �-'� ,� p l \ ` 1 / RPOD: 2 Acre Minimum Lot Size B / �-\ r -'�' /,' ,,�tio�j oQ o�o� / / / / ' i y c �- \ \/ .. �/ �/ i / ,. '�~ 1 J / ,/ \ SEE DRIVEWAY EASEMENT � Qi tl�t 16, /y,... /1 / r/ I.. // / / R / �/' / ` '�' �--, QOCUMENT NO. 268382-I (3 '1 y �`/ / /',, / / 1 �' \ l ,. .. .,.,�L+mitafJuris :ctianj...�'•,! / � ,ram / . '0 / �•.I i4 TIMBER BULKHEAD •�. � .. r � 4� / � \X / /'i � / / e�'I,�• 1 \� �,, / '•'� / �,,, ,,,,.. .•.••.;.,�� / � \, rop�ged�erc te1, � / j r \ \ \ 1* 6 WITH 4'x 4'POSTS - c V 2 / / 0 ,♦ " �' / /� p t seer al, ys m' { f l / /� 4 ELEVATED , GRAVEL r `fb0, TIMBER D ��, �. F'JVE .. /, c I z. d z' 'i.:r ;,! , ."� CARD AL1c / ��•a o� " a / / /.•' / � f , !/, i�,, 1 l I _ VARIANCES REQUESTED +� FLOAT 5.2 x 20 / �. 2� ti / ` ..•' - / I 1 �.r\ , Variances:Town of Barnstable Regulations: j SEE DEP LIC#23G3 /` . C \ '`ti I f \I ( / % / / / tit` �, ti / / / % �. �, p,Jg1_ I I I 1 - . ,_ -/ 1.)Septic Tank#I not 100 from Edge of Wetland: WN I t 50'field FLOAT 8.2'x 20' i 8• I I I 1 / / / / '� , ( ( I I I , .► f �= \ OF PIE p ' I \,, p I r` // / / / 3�' \ ` I \ r� /' / / / , �j ,O 1 ' { \ b I 1 .2.)Septic Tank#I not 100'from To of Coastal Bank: Q) 93 °,..• g`�� }� , I I I I / \ i + 1 { ` �' -83'Held P ♦ 18 1i �. Ir l (/ � r1�?:; . FLOAT 5.2 x 20' LAWN o \ ` �r� \ I l ... ` �/ sty (� \ \i , 1 l 1 +,• ; 1;• CB FND. C / 1a � � 9�. .�• r`" \ � 1 } ` \\ \ .`�,\ �\\ � ,/// / }If I • °1 � �� J j f � � � n \ f EASEMENTg N 190 tv .00 Of ,� h/ y * / :_ r f , °� \\ \\\ . - �� ____ _ 7•, I+ t 1\J� , / N / \ N\ ROAD P � ( � , . � ,;, .ti;t ;., r \ \ \ , , \ F / . PIT �.• k T I \ � \ t.-. WLITH ! �,` • ` .� 7 / / > s o x MET. COVf'' #28 ` T u \\\ \\ \ l a f r✓ l r to � j \ \ \ \ \ \�\ FLAG \ .,,. / �/ ,.• � � f { 1 47 POLE \ �•.....,..-ir' N m, I I 1 j 1� ,,• .� f j ti z GQ� it \O � J / � I � N . � \ \\\ \\\ \\ \ ��\�,,\ moo\ ti �... ,,,,• / � ! I ) l IN11 r/ ' / � JI +- /i / id B LOT 28 \\ I / + Go X L' \ 1i I II _ / / / 252,5 } Q± S.F. \\\ \ \\ \11 \\\\ \\\� / I) ,*- cam. N N ( I I 0)' I EXISTING �� \ \ \ 1 ► 1 w w ca I ! +L / / t PAVEMENT S \ \ \\ \ I I III / I /s 5.'7 ACRES \\ \\ �, S� � \\� "`� \ G, � o Og c CAL / , Survey Mork by. LEGEND \/� t \ \ \ \ �- STEPHEN J DOYM AND ASSOCIATES 4 1 \ / \ \ � \ \ I \ \ \ \ \\ \ \ \ \ \ l \ /, ) \ \ ` \ \ \ \ \ \ \ \ \` _ .` � 42 CANTERBURY LANE EXISTING SPOT GRADE \ \J \\° �,\ \ \ \\ \ \ \ �t.,\`` `\ v / / \ \ \ ` \ \ \ \ , \ \ \ \ \ Ca FND EAST FALMOUTH, (ASSACHUSETTS 02536 24x5 PROP05ED SPOT GRADE TELEPHONE: 508 540--253 4 --- t---- EXISTING CONTOUR \ sjdsurvey6)AOL.COM ---24--°-- PROP05ED CONTOUR w WATER SERVICE LINE 18" �•� `\�``":`\`'oaf/�W `'"�/ \ \ :: 1 A'S 1 N of '' o OVERHEAD UTILITY LINES CONIFER- 18 DBIH `` / / / W \ \-- -- �-� u UNDERGROUND UTILITY LINES C :t ` "`�\ h / g o GAS SERVICE LINE `� \., \\ ;� / ti- / / LINI7A J. 9y < < l / I PINTO UVI516N 04/18/13.Relocated 5A5 .... . �. . _ TOP OF BANK f 6" C0 FND �' ` `\ / I I ( C en +-• LIMIT OF WORK o DECIDUOUS - I6"' DBH \ '�'� �r �� •� �.� ;� ! Prepared far. EDGE OF CLEARING D \ \ \ i ��c FENCE \ \ \ / �f �sse � Robin A. R 02493 TEST HOLE LOCATION \ \ \ \ \ �F I / I btifAL�N 24 Colonial Way, We ton, 5T SEPTIC TANK B \ \ \ 1 0 oa DISTRIBUTION BOX 0 BIRCH \ \ \ ` Proposed Sewage Disposal System say SOIL ABSORPTION SYSTEM \ \ \\ \ i I I 1 250 Smoke Valley Rd., 05tervllle, MA er j Resve RESERVED FOR FUTURE USE S 1 TE PLAN \ \ \ '`- • -, '� CtL " UTILITY POLE Prepared by: I" = 30' \ 20 Rascally Rabbit Road CATCH BA51N a FIRE HYDRANT 4 0 HOLLY- 4" DBH \ Mamtons Mills,MA DRINKING WATER WELL H ,,,-� ossas CSN r►\1�„t� N CONCRETE BOUND 1 C"`""I P05T LIGHT� I Engineering ELECTRIC TRANSFORMER ;'' ;. �"'. ': ���,tir► � 12�,'E'I'I�JlC�' 0 30 60 90 A. M. Wilson Associates Inc, r°tip t,M 0 536 Fax:(508)48.5¢Phone:(508) g50 SCALE I"=30' C:xC5tAAW-5mol-.c Vailey�AW-Smoke Valley-:)D5 Plan.dwg 508 420 9792/FAX 420 9795 Date:05i30/12 Scale:As Shown BY. LJP Check.-MTA I Project No.C5140234 5MOKE VALLEY �> RD �irAND ANj C,D pARY BrANIq •� sir �!r ol- 4 r _ k �,..� `-�' -� `•, ``�.F evw Ca FND ` v LOCUS Bv 33Q ! /` tiL t a "' // ''',,. z ``' ►. ! , /` ti�� / f / y ICE VALLEY 8v%( RD Bvw vw SEC DETAIL PAGE 2 / ,rr� _.,! :. " "-- .- ''•-• `a \ / �--'-- -zd-,... - -----..�... A55E55d ID: 097-002 REFERENCE CERTIFICATE: 194225 REFERENCE PLAN: LC 5725-13 # 13 ZONING 015TRICT: RF t ''r `ate rlr AL OVERLAYDISTRfCT: AP, RPOD, M1AE5TUARY FLOOD ZONE: A I I EL.1 1), D AND C s � �+ � / � \ '`�� "\\ \• , � .. � FIRM PANEL 250001 0018 D d ` r .--� �/ MAP REV15ED:JULY 2, 1592 - c-- / ! O GB FND \ .._..--- -•^-`". >� C �,,, �----- ,... .25 "''e. � ° ', L Q W7 TO ZONING ti EL.2.30 APPROXIMATE LINES OF 22'WIDE WUM:NGV0 ttl / f r " \ 1 \ ate.. "" . \ ; EASEMENT PER LC PLAN 5725-!3 Lot Area: 5.54 Acres± ! Y VfG. `b ` ` ,.-,. 4 � � RF Zone: !5d'Frontage l o' f 39 Front Yard — oI e \ :/J, 15 S+de/Rear Yard N / ' y�r..._. 2l� �\ �--Jf 35 Wetland Setback #Z2 ..-_ / GO i .� RPOD: 2 Acre Mlnlmum Lot Size in 5EE DRIVEWAY 1"A5EMENT a' DOCUMENT NO, 2&8382 I 27 SO B:ster TIMBER 13UMMEAD p i, •6„ J �y�"� � of v✓etand � � " G r 6 r v Q WITH 4-x 4"PO5TS C-0 4 ELEVATED I� I GRAVEL of / Ta7 BOARDWALK / I `a7C-�PF w �p`,� DRIVE �,, � / FLOAT 5.2'x 20'- 7 �� / ,,, ..- ✓ / �� � �� r?ti f��a f / `"V 3„ J " I 5EE DEP UC#23G3 /�,�• G zc a•t°ddre ,/ �. +1r 2 6, L `` . , { ...� FLOAT 8.2'x 20'---y r/- / / .,, IA� f l 00 Ba#Eqr P TIMBER FIE p ° �/ , /` ,/ ,/�. 7pc-7aFn ^'' Siw cf 17 FLOAT 5.2'x 20`—w- / I EA5EMENT (3-Cv' --- , . /jam r i.R `',\ 1 9„ qJ '�J/�. (� \�a� I ��o I I j I j i I i J -., i " „' l G� /'L. PIT ---. ... L 1 / t •.:. \\� WITH REDAR MET.COVE \ IA FND. D -.,. FLAG o POLE N �? �.., \ \ \ ` o - � i a^ LOT 28 / / 1 t sso � f / (f EXISTING25 ,5 I C _ J.F G PAVEMENT^ AC \EJ 00 \ ♦ L.0 a \\ 1 4 ,- ` ' I LEGEND , o \ \� C13 FND Surrey Work by j EXISTING SPOT GRADE T LAG f N a � " 245 PROPOSED SPOT GRADE l - '� ---ter STEPHEN JP DOYLE' AND ASSOCIATES EXISTING CONTOUR ��' z — CONTOUR \ \ � / , \. — ---- 42 CANTERBURY LANE 4 PROP05ED G \ t w WATER SERVICE LINE '` \ \ ' �a ` \ -_ f ! ,/ EAST FAJ11fIOUTH, MASSACHUSETTS 0,2536 I8 �`, `. ```�''`?° '��. ;a 7, � �.5 �- -- �-" TELEPHONE, 508 540-2534 © OVERHEAD UTILITY LINES o CONIFER- 18 DBH '`� '� \: ``� , \\ �� ,°�?: / /f 7 Q �`\ -_ �N�FMgs L! UNDERGROUND UTILITY LINES C `"�.''`�, ,�\\\ U' S -- — "'' S�o� sjdsurvey®AOL,COM G GAS 5ERVICE LINE `` .� ,/� ° LINDAJ. , •— -- PINTO C T TOP OF SANK I G,I B FND �aQ :<<� .I I Prepared for: --®-•—a-- LIMIT OF WORK o DECIDUOUS - I G"D13H -� EDGE OF CLEARING D N ,45 4 '.."_'_`'..• FENCE � � � \ I � � - Robin A. Brown, TR TEST HOLE LOCATION \ r' ..r '"F �/$ gyp' ��� 24 Colonial Way, Weston, MA 02493 SEPTIC TANK. B \ �" / ss�ontA►. 013 DISTRIBUTION BOX C BIRCH \ \ f Permit Plan 250 Smoke Valley Rd., 05Lerv,lle, MA Reserve RESERVED FOP, FUTURE USE 51TE PLAN V � UTILITY \ � Prepared by: POLE 20 Rascally Rabbit Road CATCH BASIN q" SCALE: 1" = 30' Marstons Mills,MA FIRE HYDRANT ° HOLLY- 4" D5H 02648 , DRINKING WATER WELL H ® CONCRETE BOUND P05T LIGHT ELECTRIC TRANSFORMER 0 30 60 00 P.D.Box2030 Phone:(508)288-3250 A, M. Wilson Associates Inc. Teaticket,MA 02536 Fax:(508)548-5478 SCALE I"=30' 508 420 9792 1 FAX 420 9795 C:\CSt•M,W-smoke ValieyW�.�/-5mof;e Valley-SD5 Fian.d�vcJ Date:05/30/12 Scale:As 5ho,vrt 8y:1.JP Check:MTA Protect No.C5N0234 , .SMOKE VALLEY _w RD -11 AND •- 51 '30,511, ". 11 ,. "� 58uw O .1­11.111 f �'� r�,,g; �,:, f..... ..... ...' .,, " ;_4""' HV I CB FND \ LOCUS 11 j re�. M .,<,../ //` ,/ J: f'✓'.'I; ,ram"' .... .........._ ...,,...,.. -':•h N ,\•,„,ti.'`:t,r. `' tt ,.,\ ,� _" ' / 11 t' ;' t; \ ' f f j' r -- r I,,I'Q0.f/ f�P\,r f+, ,.y \ �� \ `, „ ``' `'��:; fi, 3 /,/r 's ff J \ \ ` . .�. g // / -// / `•��`�` / `'. t'. // r/•�,:, ;•` \\. 'Z, "�•• ,,�`"�,1, '�.,, M... L�v�1.T. ../ " , 'J ? ..' `t► VALLEY Q D\` f ; ( rr /,�'/ -�� J<", , ' , \ j /, �`\ r t - ` «� ; .,..., ,.• /' f / 1 �q (J �l 1 ,V aV4f "\ { /; G '� ` :,J•` �.\G ` ,// \`` '., t, y" '�� , /" / r Rp 1 a 5 :�'! ,tjg, �, " /ri-` '`- ..,� ,` Rio \\.\� ` .� � fi .,j / / l,�', `S' ..J''' / Jr / r + .:Ir.., \ :.\ y `• \^ `•'e •� „^.' •'T'� 1 N :..• jr / . \ ♦ �? / - r,J « / \IV ,� r I. ;'` :, i----t�_°,"._/ ' -...,, .,. ,� ; ,�.,'` t 1 ___ C_�7 1 _� I\/1 �. Fes' ,,, rr,..<> r, #13,.• ,r /✓ / ,,.•^" \ •�"�,, .t '",.,. \ \, ♦ J Jt' `�iwt \ I I . '( / 1. \_. I ` J' i \ // . " w" ASSE r t' %/ ~`'/ r ✓ j'�; '�/ e' r r /�--•• -`- 20� "\ �� \^' Tad` town Jf j ` \\ SSORS ID: 097-002 -f �: / ! f , " :::: Jr'' _ . /' aVY!' } r// , boa t�1"4aa�k //F FEPENCE CERTIFICATE 19 225 . ., #1G J /°%�Jf,'" './1/11, J:f`,j r/ .f r/, I". '\- \ w ' .. `\ \♦ ;\\ / I � ARE y , '11. ' -w �-_ . . " ` P\EFEP,ENCE P LA . LC 5725 13 i:, , r r r j fi, 11 J r,f \ .\ / / J," 1; 1 / ,,,..� 1 ;I 1 � ./ J <` / /' ! ,l ,r r ,.� � `'',_�.. .., .� . ,.. O``.. '\ \ \ \, \ \. , .. ,,,/` / ,/ \\ ZONING DISTRICT:RF i j 1` ; f' 'J �s / j i ! !r / r r` 25 / 4, �' ♦ \ / /` OVERLAY DISTRICT. A A r5TUARY r'w I 11 _ / P RPQD, M ^\.,J'% /, / / ,./ -/", /." /' r' j` /" / rr ff', ✓ f'✓ y,.:,, * .\ .... ''�. `.i, ' ."' \ \ l / J/ \ / / �. ; (f ' J - _ ...., \. f FLOOD A QNE:A to EL'101 I BAND C m .`e.. /✓ I ,,�' J/ r t / / /1 •"" `\", ~' rr .. \ \ \• !' ��V \l FIRM P NEL 250 0 0 8 D C1 ,. J. l�/,•/ f , ,, ;' J , e � � -i ,,,,,',` y •. ��,� �w ,.. \ MAP REVt ED. . l rr "w' FvW�x J' f / ;' f a s rj € \ !' �. ,,.,`\. /' 4 ' aQ 9` �` \ 5 JULY 2i 1992 li , / GB FND \. « . ..._.. -;/ 11 /# P' I / : € \ - 25 _,, ` _ I{er Zo,ne\ " ! / �O/ ;«r ,.f ., r / � f' ,ri o y t \ J„',' ! \.ti y ~, "'" r 50 U� ,,ti •r` L� r` �'` 11 ' •. 7 6M:Tdt*'Ct /' / / ` f' r / s' r r x �' i "y.;' ! y 11 ; `"` k, / t ZONING N/ .`'f:. / /' 4 1.2.80 �^'� / / f r "°: `' ; !' \ / i APPROXIMATE LINES OF 22'WIDE �l ! , % DATUM:nGVD ,1 \ / ✓ j . �},/ /.I! f" ft `;. 1 \ 1-1 4` 25 s I \ 2 t oil ,% / ''' //�f..'r , f / r1 ; z i , ) ' . • lbl_� !' L t '` / j \ A9E.Ml NT PEP,LC PLAN 57 -I3 Lot Area: 5.84 Acres_ e/ ,v(3fibYV G. °� ; \• �r �s .%''� f ./ , f f f p .`l ,,•-' 17_ "^'ti O, '`\ ,. RF Zone: t 50'Frontage m o'j .�' ;/ ,, '.:. l/ \, / /`` Bti'�/ /'/ r/ /t //. r'If , ' _� J' # �` \'� �,,�' \ r j j 30'Front Yard - �'�l ,_{!. ,S'j f /. iL `,Y J �." r/, �r .•+'i','/ ��. "rrJ �,..» `.v T r e t` °,'4... �. "•.'' + ' \ i i ,Y `4`` y` ` t ,i .. /' / •' Y t / ! /� r �./ /. r/ !" i : ; A ,r "• . tl 'i W tI tba k N !=4 '� J 'BVK+ J .i. .•• }- k'' 1' t w \ �, i l j 35 a and Se c r c r' rr / /' / r" �a� y/ ' - a r i i i t i ,I r 1 5 5idelRear Yard I` `C j i >, / - •,l _ aWl' ' •r ,,,.'d' .✓' ..;:'�''/ p.\./J' /„r""O'AgG?` / f`' i ' E ;/ 11) :':^ t , g ,.,. 't - ` r _ ' r r '' .,r > G \ r / :," \' 'r ! \ i RPOD. 2 Acre Minimum Lot 5sze `�IS"/ / T a\ / "\ \ - r�!f i -)3. ✓ !' r + ak/ /' qw r / / x ♦I' ° e \ ,* « l I ;::.�t = /r \ �..,,_ ::,.:":'. r '' #2a •-e.'/ ,J ,✓1 //IO r �,/. �o 'r , r'' !;' t x .1) ,. ,.,.. \ \, 's j \/ SEE Df�IVEWAY i AJEMENT - / L^ I./ 1'0 \.•. .y y _4-= _"r �I i' /r' / O t O s'' : C > r' �°• k :r'• J r \ I f ```! t 1 0 „ " r J f� r `" r.. (� p' ,' \i6'ti, ..�., •i•„ �'' / !'' J', ✓,. / j J/1 , ' ,.''� /_//, .�'' :F :'. �� F lrmit of Juris ctlan ?.'�11 '' , DOC;.MENT NO. 2683t32-i .t "+ "/ °/: ✓ ,/' , ,,., I ,r• J / f, / `'.,. , «,J� \" r r ..r,,,r..,. .r.r ..'u r e ! . / ,` "J , 27' D r r' / (3 /i /° 'I + / J s / £ ? 11 N / I" r r" `y\ \♦ \ \ \ 1.y` \ . 11j'I+/ 4 r / D ::i i I:i i i o / / r/ '/°� �l r /. ! O�Pr/ r' ✓' Ci, '� `� \. \ \ f f I/ , p TIMBER BULKHEAD cai[ I; i' 6` « / , r g\ti cti✓ t 4<•••. ♦ \�. ♦ i / ,`, +, i' {' / i` r:/ ' J. f` / '�- * / �'� .F' -,'"" \\ \ \� Pro rased Per%;--Pate; t =. ! r cS` O WITi14 x POSTS ,�G *i I I! '; C \ ; /: I ✓ r'�'` ✓ / f % dry I °' r, ' a \\♦\�I \\ \\' p I ` ; � \t :;�' �« / :l y i' ;: i i l i E'i{'s '(c"/ �••• ►,,,, I ! ''" „/ J,,/•r J, '',.r f ,O ♦ ♦ \ ` r! Dls C�,7Al J tG'ni t `• ) 1 , CJ ELEVATED C�€g 1 i'i i''a t;; �P\ GRAVEL L te r•i. j` / /''r / S�-. Jr'' rJ r'' v•.. a o,, \ ♦♦ \♦ ♦♦ ♦ � t� }/� .1 / ;I I '`� i i i[!I' 'Z j „`.wn 3Tl '"'. �,J` t � " , •r+,' : ' ',,rJ .F f`� Ct `I \\ \\♦\ \ T ` 'E `2 , `' ,! ! / TIMBER / :�\iQ�I Eilj' �cr DRIVE / i w f -«... /�J / " r .-�=. / /'j j r%, r J:`' C i I,_ ~`ti ♦♦..\♦\ \' \� \, i { J r " BQARDWAt K f'j�� O-`Uj�''' �� f t s ".. "\. 'f !: ;.. r j / r J'_ r' r "Il ,,� -'' `*,,, \\'' ♦♦� ♦ti \♦ 1 i r ' 1 / ' (EL.4.7 ! ,) :,i:t• .0' E I' !,. / `^ ti: . t, / f,' -' / o�`a` \\iN `♦\';\x j i rt, FLOAT 5.2 x 20' , :. ' ;;; ! .• \ N -,- / r / � / .. ♦ ♦ t � r '' / / }' e: i I.i /..+r `\\ .•\ N\ i \f ! ,, t/' ✓•'` , / .." y,i /J' f /'' ,r• :'b\ ;'.,..... _'_., � . �:, ♦ 7 yi i i ! 7 r '�' SEE OEP LiCN2363 !/ ' _. -- --- l `. _ , / \ v I - i i. ' J i `5 / i� � t , ,/ try :. ✓ f \jc�, 'J \ s. i T t ,-,"... . ,`: `*\ ," i.",•`:t "`,' "" ,/ 'V ' ./ '/ j ''°'' «t",: "' 1(, A L \, C:: I,t a, a J -'f-, I f ',"1 ',-,,. {t �/ / S/ \y s ; t ' J,r ,s � ,/i v r f J C` f,�° i t �.Y I ! U_ L/} JI. I111NN i J. i' r / +` F r' e(,O n' \\ C i` � _ / i t { ;"' �? FLOAT 8.2`x 20`- ..�?/�/ id is 1° •y am ,./ i t3' �.4 S / ,: /r j ' (,,• 'r '• ,..r� ,, {/ � j '�, 1 " t ",.V" `/ ,�I' ° i I / Jr r'', '" '/` ''- ,r f ., Qr i '2 s ` i t �'! / 'TIMBER FIE ,, .1 t � . / f 1 ' / ti%D i \(a t \ +! %'` iJ / r '-+ �pp�. Q \ "?�• 1 a { �'� \,, '� /' T11 e. : ,fib / l I I f I ✓ /` ,\ ° ,% Vd\\ }.1" C 1.J; [ 7• ' 1't •�• Z,t°, ;yf. '^,,r/' / o j i ti 5 5, i f 1 0 ./ r •' /r °'r• !,• /' r,l' Q Ij `i1`' '7 'ti , Y / `,j -..-�-_..�. `el (' 't' // � rt .r / D i 1 3 \' l rr J/" /,• ( '" t� ;I 1 ° 17 t / ', ;/ �`"I C'} � ° i ril /• /✓ 1 nn ` f f/ r' F /' J /,,+'/ j/ 1 M,\' �r,. .' £t !� 11 t f FLOAT 5.2'x 20` / / i 3. J , / / , �,^ rig tt :� ' LO -- -.+}� _j, `i ,' _ /' "/ Is i s E. f I / /Y tAWN 1 4'i � '� ✓ :I: , `{ ,n., i ik •� 1 � CB MD. f' '/ /•' T {' r r' _ / `(+ 1 +, I'r i+ r l i' s '' i i }i 4l i t �i: �+ V �E � k / 'b • i 1.. �' r '�� ! EASEMENT 'J'. U s t -r \ I`I / i i "t:' / / F i r i `'i si :;I °Ii i { /1 ; li r G ...�. �. +f �` a Y 4.1 1 ! .i: ii; J t \ \ I: i iI• / '. 6� � r :i� :n i' O ' . `4 a r/ \. :ii } /y 1 s T' r'N i O" c •I' i \ .`° F s V ti; t t f`''` 5 9 ISE \ 3µ{6 ' �' t{ III «L ' ~`i '�. ,i? 1 •`i cr w: / � �t=` ✓ G i iF / t � l x r a �> �IIRi< sl � i / i' • ' ii / 1, - : .r,.. \ / / ,yam .. i `, \ , ... -e.. is=:E:: •i:2ii; �` \ r , .:, �. ', a � r C� t i. ... ` :.:._.. �:t:a.e (/�•�'{{•�c i� � •�j 'T ` t :: . .i.•...Y,y .x - r. :: / :... J ii , L�- / \. , , , k i , '�. I ti ..:::i i, ?° ,.i '•\ `I. !';- •';S ` .'T t= C\ '/ r. f / �` .,. C •., 9xg t , , \, \ e '4% , i c x i r / •:s.:::*. E{i (, '$"•, s '\ / ! � t .'L J' : h0� ,,..�. - •i..,. , \ y \ , , : i ^ Y , ( , R ;:i.i^: D .. °: f '•',`'�. \.1 7. t_..- i'^..'._ n 'n r .."V J t.. Fj , ♦ \ , , 2 « i - .-_•_: ./� S Li { u7 / f ,/ ( .3., :Y. �.� 9 t \ ! \ �� :EI / C: t/ ''\\ / 3 i (Jl :�ri. i E \/e��[{`:' A , .-'C;" '1 i f' l ;Oj "I \ i '1 ,.�`,� 4ti i i 1 i t P � ' s / . 'it:iii -!;',Y:Ii' { .1 •y f `1 3 p •I i i: :i` S i y 1 1 '.. \.. i' t .. to f , ,C i;. i \. \ '# - ' 1 , i C't' .I!I i i te. is )/+/^�\�D .t \ 1. . Ill V \. 7 d7• :i - .. C* t 's r 7`'IVi i t � i ?!: f t / M l, x r' `fit// • Y3 1 1 .7' 4 , � � :il ..f i G t a" ,'. /'3 �i i f' at ��IF f`S I' ,, h' ,t. r' ! Z \ PIT i �: A 'it /s 1 �4 v!: ti `'Y %^ C "' I `\ 9 d. E /j : ; �' '> / / x "�-i sr' / WITHr ' 3'• .4 �/ `.' Tr \ ♦ \ 4 .b e\ G 'VE .•/ t M � 0 PaN \ \' 4 \ t r i £ S \ x •s \ '\ • a x ..' \ 51f t . \ a` \ \, w/ '.� \ �.. /' FIND. 'i6 5 i \ \ \'\ 1 ^G. \a ( \ ''' ? o / /' ' \'`:` % \ `J' s t'`` 8vW / +s y \, \ \ 1 1. i2$ , S: �\ \ \ \\` ` \\ �' \ \ \, \ ,\ C o 3 \ "_,` l / S j' !.'fj 1. !'r�" . . , : s' t ! \'� �1 '+ \\ , `, ;�, \\ \\ . \ "\ POLE FLAG \\;11 'r t I rj ,/ ma j \\ \ \�, e \ •\ ti,` \ \ :;.s`� \,c:�t .* / t : ' L F } i ry \' r 4 `` ``� .! y I ! .` `., ,\�'1 i\ \+.�'. \ .\\`• ',,` \n ,. ''+`~:\\_ \., "'''"�,....r..:"""+"' �` t , I { f i I / i' / i s i +. _ t 'tT� �: \ Q `\ \ \ I N /�'� �/+y <. -�r O l i I ✓ F `�`\6y `\ .�`\ \� .•\ \\\``, , *` "\Z '1 ,. /,,, ,. O ,N .('� t ( ';' �. r" ,r .. • -,, I V p ti' ♦♦♦ • \� \,'1 f/ t t '\ 40 # / .f s` EX15T1PlG' S , x 1,', ,i"`, '\. .Y;� ,,j' \ ``, \\ rz 11'� D 11' 1. ,1e , � i I I 1 'f a PAVFM[`hNT 1 5 e 7 A�R�5 \ \ \ \t3� W � I i ) t # I I ;` fI If 11 N -"��X' '5" � , I , �.\\1�11.111' L 11 i '! t I 1. lo I I ,?/, , I , . \ `` _ .,\ :a`` \;, \\ '\```t \i \ \',I:' "\ . ' `\. „�. ,,L'\,, \,\\.�' ,,'\• '\\ \ ` :5% , ,F ' r ? I 8 i ! �'' f {°t 11" 1 _ �`!/V AA'' �Y`\ \ `\ ` ' .♦� * '\`',\\\y\ ,.. \�r�\. `', '~ •. £ • 2 I ` t I i t £ e \y • i . 1q/v�' \'`\'t \\� \\\\\\\,\.♦ ., \', 1.,\ \� •,k\ `"" a,``y' '\k,,,.,. i ? . � d . � I if � � � ' /� p `� 1 t i i i { A� �'\��• /N•\` '�\,,`\, '\ \\ \,1\`:, \ ti \,.�•'`+,,. t'', `,\ ,,..? i 1 ' I i I 3 I I `x', 3 �: ' S�Oa C //q"�+ ''. 2\t\\`\ `\\y :``` \4.w� 4�y\`\\` \,, +,.\' \,,'•''\`�` �- 'h.\\"\:. ,,.. .:., +r..... .,...k.,., - I I s i 1} 3 l: 1 r /. C ',.J 11. ' ',.\\ \, \ y `'\\\ j j i F 1 v j ii S 11 f ! s.. '1 f (� I ( . I I * 11 " \ '\ I .,."\ . _._ ._�) , , / : , ; ' '. . ,I i \ \ \'"'_'. 11 " , I I I , V . ; : . I . i , 11 111. i , , I I J, - I I let " '. I It. \' ; I ... 1, ( f ..' t : \ `..\ \ , a \ e f / i` t 4 r aVBp WOPIC b \, , \ . 1 f f ' r ' \, `\\. �.\ ,t 11 STEPHEN J. D ' \ \ ;° \ t ' \ \ \\ OYLE AND AS'SOC7ATES / , AN7 LANE •., ''x % 42 C E'�� RBURY \ . . % « .,,. \ o . ` , \ \t }; '/J t ., \ \ \\ -"*;,CB FND UTF1; Hr.I,�E' ' EXISTING SPOT GRADE �, ` , EAST FALtifOASSAC TTS 0 3F r' � .N T 1__fir. t`�.1 D k , .r;; '`� ' \ `• «:... w... 2�fx5 PROPOSED SPOT GRADE ?•' r \ \.' TELEPHONE 50B 540-2534 /'` %' '; ' ` \ , ` % \.. '\ \ ...., sjdsurvep®AOL.G'OM CONTOURt%`\Y" �` `�,,,/' .i :4 `\ '\ \ '\ '\ j11 EXISTINGz _.' \ 24--- PROPOSED CONTOUR t ,t y,.* `�` !'\ " Ns I x< {\` " w WATER SERVICE LINE p `` `\; 4\,,.,t'"'``," r ! ' {/,.•,q.S3 .... , ", � \, o OVERHEAD UTILITY LINES C CONIFER - 18" DBH • . ,,�.,;1.`- �,. I f ) 7 Y z \ �. G • u UNDERGROUND UTILITY LINES G \* y ~ ~ KOF c GAS SERVICE LINE ,. \ �., �,,,,.•►'"'"�� '/ ' -- . . '- TOP OF BANK \ t` I I LPINTO ��',t, P.EVI510N OAl t 8/l3:Retoc ated 5 Prepared for: T 16 CB FND • " a + r'r I IL - -- LIMIT OF WORK o DECIDUOUS - 16 DBY1 \ \ - ;& I a F 'I / Robin A. Brown,TR EDGE ©F CLEARING D . �� 24 Colonial Way, Weston, MA 02493 ..-..~-._..'-°- FENCE ( ) \ ; ' ; I tsY 6 TEST HOLE LOCATION \ _ ` 4NAL ' sT SEPTIC TANK w Fropo5ed Sewage D15F05a1 System DB DISTRIBUTION B0X e BIRCH \ t•: I j 250 5m,oke Valley R.d., 05tervidle, MA 5A5 501L ABSORPTION SYSTEM -�- j Reserve RESERVED FOR FUTURE USE 5 I I E FLAN L.AI V \ ' ',. ...." `- --J Prepared by. � UTILITY POLE CATCH BASIN f 20 Rascally Rabbit Road fIRE HYDRANT c HOLLY- 411 DSH SCALE: [" == 30' �.. Marstons Mills,MA DRINKING WATER WELL H \ 11 ozsae ,., 0 `' ' . ® CONCRETE BOUND �� . - P05T LIGHTc• ..:. 'J'l ELECTRIC TRANSFORMER O 30 �(� 90 I'. P.O.Box 2030 .Phone:(508)299-3250 : A. M. W lson Associates Inc. r Teattcket,Mfg 02536 :i Fax:(506)548-5478 PAGE I Of 2 i SCALE 1"=30' . GAC5N\Al/-Smoke Valle)AAW-5rrokc,Valley-5D5 Pian.divg 1 508 420 9792/FAX 420 9795 Date:05130/1 2 1 Scale:A5 5ho"vn I By:UP I Check:MTA I Project No.C5P1Q234 , r n it h •cSWw -___ - ___ 24'diameter concrete covers 41 PVC VENT TOP OP FINISH FLOOR 24,diameter concrete covers .30'diameter cast Iron cover raised to,vrthin 6'of finish grade Inspection Port and cap Loth magnetic 4 CAP BY"5WEZTAIR EL=12 5 raised to wthin 6'of finish grade raised to hmsh rade(or as (or as noted) (bras noted) noted) marking tape to mlthrn 3'of grade 31MIN e[=//8(mrnJ EL+�105(mm-/2.B(max) HIGH GROUNDWATER LEVEL CALCULATIONS: ` \ co Ewst,n �[=9 5� j fxstm f[=9 5± �� �� Depth To Water Table(4-9-12): 8.0' (EL=I.4•*) A /�A Appropriate Index Well: MIW-29 Water Level Ran a Zone: B (2-3') / Floats shall be installed 18"min Cover for Current Depth To Water Level For Index Well (04112): 8.4G' so they can be reached H-20 Loading 8 7* from manhole cover. //.r± Water Level Adjustment: 2J 65+ ge* Estimated Depth To High Water: 5.3'(EL=4.1±) 2•Dehveryt,ne 9.77 9 CO 9 42 " 8.0± 7.50 , y 25 5•/O CrCocretercd p b Thrust No,k ng 9./0 5.0' �J 5.10 at all bends �LII' EL-4 /+ EL /±fatmratcdHrghGrovndwater � alf, WSTALLERTO VERIFY THE LOCATION OF ALL Gas same 3O+ O3t Longe3stRun 9 y,_ _� - UNDERGROUND AND OVERHEAD UTILITIES 3 2.7' PRIOR TO THE START OF ANY EXCAVATION (Guest House) ._____ 4..__� ;- 2:' NLEACHCHAMBE S INS p�D2J .- ACTIVITIES AND RELOCATE A5 NECESSARY I CB FND/ DB-6 +-f[=1.4+ObservedGroundiiater (SEE NOTE #15) /500 GALLON MONO" 1500 GALLON MONO (H-20 Rated) CONFIGURATION WITH FOUR(4)ROWS =� EL. TONG\ OF FIDE(5)CHAMBERS fL=-O.B+bottom of Text Hole U) ,111, / EL. 2,30 ,5EPFIC TANK PUMP CfIAMBfI� D-BUX LEAG'f/ Cf/AMBBl�.S / DATUM: ---- (Waterproofed at Factory) (Waterproofed at Factory) G t PR F / ,1iJ \ _ LO V V i RO f ILL, (H-20 Loading) rO/ =� O. DY VEG. `,` . \ / �W NOT TO 5(:ALE N I Z� •l \ \� \ J'f #19 TOP OF FIN15H FLOOR 24'dameter concrete covers ELA 12.5 raised to iothin 6'of hnob grade / / t \ �- �/ / /�/ •'•�\ (or as noted) BVw `/ • \\%/\\�/ O// - J LAWN I Gil r.�- / / 5O'Buf r 73+ S 5' 40 5' S 5' 5' TIMBER BULKHEAD ,D � w�--�. 5 5WITH 4"x 4" P05T5 / �o cn -r to Pump ,�. ELEVATED 7.Ot 6/5 �(J TIMBER / ♦�Off- - GRAVEL ' fL+=4./+ , , ;�r N �" , r.." 1 ,r I-' BOARDWALK ,� DRIVE ^-- ` •� / m v. / /� t 1• + a,,Came / 6fi -,- ' r ,,{ F, �t v� f i 4a rf:,*j5 {+ (EL. 4"7) / \�� t��\G� / `(1 / \ �/� /� / / {/ Box , J M+t•• l,`L ' 11001, ro:, !`Pr7 / I' \ „1 \(J \/ / J� QQ �,, /6' --} Boathouse }---62,to Pump Chamber '. ,L_ w �O (Boathouse) ,` - , _ •'' s,�,,,• O // /• i ♦ '., „�_ f „"" f r` r �\ , J / Q'Buff / r , 1 SEE DEP LIC#2363 /' 1500 GALLON MONO / 5EP7"lC TANK 5�5 it re if�v af�(,5e t # FLOAT 8.2x' 20'Li / ,� �, s'`r�2 -,LAWN I f ,, (Waterproofed at Factory) / TIMBER PIER D oU -� D 40 rml HOPE Liner Irz pection Port(see Note#4) � Z' / C C0(/ J (!D t♦`.r s (5ee Note#22) T //�. ` / PLAN VIEW 4 FLOAT 5.z2'x-zo!� / / � 18 / � 1/ q � �� _ , /,' / / LAWN SCALE: I = 1O BVW „ CONSERVATION NOTES: �� ; J#2 I ? { AL BE A5 SHOWN. A ROW OF DOUBLE STAKED HAYBALES SHALL / v � C C Sleeve Water Line `�`� � *,• \ \ \ � -... � _ 1.) LIMIT OF WORK SHALL / r (5ee Nate#23) BE CONSTRUCTED ALONG THE LIMIT OF WORK LINE PRIOR TO THE COMMENCEMENT OF OF ANY WORK. BUOYANCY. A 157URBED AREAS SHALL BE LANDSCAPED. PLANTINGS SNAIL INCLUDE A MIXTURE 2.}ALL ...�. / / INDIGENOUS SHRUBS AND GROUNDCOVER FROM THE APPROVED PLANT LIST. be Abandoned Septic Components 0 � PC 1500 GALLON SEPTIC TANK (BOATHOUSE) be Abandoned(5ee Note#20) / I !��l a"p 3,)CONTRACTOR, BUILDER AND OWNER SHALL REVIEW THE ORDER OF CONDITIONS PRIOR WEIGHT Or DISPLACED+.VATER (f 0.5'x 5.67'x 2.5'}x 62.4 L55/FT3 = 9,287 LB5. T \\ 44.1' 1 WEIGHT OF SEPTIC TANK(EMPTY): 1 1,480 LB5. (PER MANUFACTURER SPECS) ( ♦Q TO AND DURING CONSTRUCTION. WEIGHT OF SOIL: ((10.5'x 5.67'x 0.8')-2 Risers @(n x 12 x 0.8')]x 110 L55 k73. = 4,686 LB5.TOTAL WEIGHT WEIGHT OF SEPTIC TANK AND SOIL= 16,166 LB5. y 4o P � rot pL 5',5:�d Removal CONSTRUCTION NOTES r / " a i, , 16,166 LBS.J� > 9,2r>7L85•T(NO BALLAST REQUIRED} � � •-' / ._. . (5�,•Mote#20) � J / T� 1.)ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5(3 10 CMR 15.000):STANDARD 1500 GALLON SEPTIC TANK(GUEST HOUSE) W` � � 4C mil. Liner AND EXPANSION OF ON SEWAGE WEIGHT OF D15PLACED WATER: (10.5'x 5.67'x I P)x 62,4 L55,/FT3, = 4,08E LB5. T (Sa°e Note#22) REQUIREMENTS FOR THE SITING,CONSTRUCTION, INSPECTION, UPGRADE, WEIGHT OF SEPTIC TANK(EMPTY): ! 1,480 LBS. (PER MANUFACTURER SPECS} L �J a `-9 O••+'. J7 I 1 / , 1 , TREATMENT AND DISPOSAL 5Y5TEM5 AND FOR THE TRANSPORT AND DISPOSAL OF SEPTAGE, AND THE LOCAL WEIGHT OF SOIL: [(I O Tx 5 67'x 0.6)-2 Risers @ In x 12 x 0.81)]x 110 L55/FT3 = 4,686 LB5. \ BOARD OF HEALTH REGULATIONS - TOTAL WEIGHT OF SEPTIC TANK AND SOIL- 16,166 LBS. ~�� \�_ / ,WEqw ST ? { TP-2 \` \ 2.) ANY SEPTIC 5Y5TEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR VEHICLES OR REBAR F��N ? \ \\ HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING IF UNDER AN 16,166 LB5 + > 4,086 L65 T (NO BALLAST REQUIRED) FN p, '�-, { f AWa .171 J I?I 8 IMPERVIOU5 SURFACE,SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 1 1500 GALLON PUMP CHAMBER \ i 7 3)TO MINIMIZE UNEVEN SETTLING,ALL SYSTEM COMPONENTS SHALL BE INSTALLED ON A STABLE WEIGHT OF DISPLACED WATER- (10 5 x 5,G7 x 3.3')x 62.4 LB5./Fi3. _ 12,259 LB5. T 50'Buffer ``�- , MECHANICALLY-COMPACTED BASE ON 51X INCHES OF CRUSHED STONE, WEIGHT OF PUMP CHANGER(EMPTY): 1 1,480 L35. (PER MANUFACTURER SPECS) �L BVW - WEIGHT OF SOIL: [(!0.r>x 5.67 x 3.0'}•2 Risers @ (n x 1 122 x 3 0')] x ! 10 LBS/F73. = 17,045 LB5. �l' 7t28 4.)COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE 015TRIBUTION BOX,AND THE SOIL TOTAL WEIGHT OF PUMP CHAMBER AND SOIL= 28,525 LB5 y k I WITHIN G"OF FINAL GRADE LEACHING FIELDS,TRENCHES,AND OTHER \ \ ABSORPTION SYSTEM SHALL BE RAISED TO I QO Buffer \\ \ \ SOIL ABSORPTION 5Y5TEM5 WITHOUT ACCE55 MANHOLES SHALL HAVE AT LEAST ONE(1)INSPECTION PORT 28,525 LB5.Z > 12,259 L55.T(NO BALLAST REQUIRED) CONSISTING OF PERFORATED 4"PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM \ \\ \ \ \ \ WITH A CAP,TIED WITH MAGNETIC MARKING TAPE,ACCE55113LE TO WITHIN 3"OF FINAL GRADE. LOT 28 \ \ \ \ 5 )PIPING SHALL CON515T OF 4"5CHEDULE 40 PVC OR EQUIVALENT. PIPE 5HALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2%FROM THE BUILDING TO THE SEPTIC TANK, AND NOT LE55 THAN I% OTHERWISE. _� 252,510± 5.F, \\ \\ \ \\\ 6. DISTRIBUTION LINES FOR THE SOIL AB50RPTION SYSTEM SHALL BE 4'DIAMETER SCHEDULE 40 PVC(OR 5Y✓ I E!��J I G E51 G N CALCULATIONS EQUIVALENT)LAID AT 0.005 FT/fT. UNLE55 OTHERWISE NOTED LINES SHALL BE CAPPED AT END OR AS NOTED. 5EWAGE DE5/GN FLOWRECJUIRPD:6 BEDROOM OldiFLUNG(a? ` CO 1 5.? ACRES 7.)LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO(2) FEET BEFORE PITCHING TO THE SOIL l i0 Gf'D/6EDROOM= 660 GPD REQUIRED ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO A55URE EVEN DISTRIBUTION. 5EWAGE DE5/GN FLOW PRO(/IDED: PORTY(40)AD5 ARC 36LP UNIT5 IN BED I CERTIFY THAT i AM CURRENTLY APPROVED BY THE \ \\\ 8.)GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO CC7f1tli5U2IT/ON mt PARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO PROVIDE A WATERTIGHT SEAL, 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS AND THAT r 1 Vt=((CGOIO.74)/(4.73 PTZ/FT)/5 O LFJ -377AD5 UN/T5 THE SOIL ANALYSIS HAS BEEN PERFORMED BY ME CONSISTENT �SGO D9)HEAVY URING 7HEQUIPMEN COURSE SHALL NOT 3E ALLOWED D TO OPERATE OVERTHE LIMITS OF THE SEWAGE DISPOSAL FIELD REOUIReV(40 PROVl=) WITH SCRIBED N I 0 REQUIRED TRAINING,5 EXPERTISE.FURTHER CERTIFY THAT THE 42/S/"w 700 G%PD PROfi/OED>660 GPD REQUIRED RE5ULT5 OF MY 501L EVALUATION A5 INDICATED ON THE N/FJO S/9 2/, �j p I OJ IN ACCORDANCE WITH 310 CMR 15.221,ALL SYSTEM COMPONENTS SMALL BE MARKED WITH MAGNETIC ATTACHED SOIL EVALUATION FORM, ARE ACCURATE AND IN l7/I/gNa IT� FLAN MARKING TAPE SEPTIC TANK CAPACITYREQU/RED: G60 GPDX 200% = 1320 GPD REQUIRED ACCORDANCE WETH 3 I O CMR 15.!QO THROUGH 15,107 ��., 5FPT/C TANK CAPAC/TYPROVIDED: TWO(2) 1500 GALLON 5FPT/C TANKS I i }THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION SYSTEM. qM 09 `ROB(( SCALE: I" = 20' PUMP CHAMBER CAPAG'I7YREGU/RED: 24 HOUR 5TORAGEABOVEALARM = 660 7 001 CA(�S 12,)FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE GALLON5 RfOWRFD OF COMPLIANCE,THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE PUMP CHAMBFR CAPAC'ITYPROV/DFD: 1500 GALLON PUMP CHAMBER W/TH 22" DAMAGE TO THE SYSTEM. A5014CALARM 669 GALLONS> 660 GALLONS 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLE55 CONSTRUCTED AS SHOWN A GARBAGED/5PO5A[0 NOT PERMITTFD WITH TH/5 Ve5/GN PLOW Linda J. Pinto, Certified So11 Evaluator ON PLAN ANY CHANGES SMALL BE APPROVED IN WRITING BY THE DESIGNER. 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH Floats shall be installed p p F -�^ AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS so they can be reached PU M t N OTE5 REQ U I REM EN I S; INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS 48 HOURS ADVANCE from manhole cover. Surveil Mork bp." ' G'1* 2" Delivery Line NOTICE i5 REQUESTED. �C�•-� ��^^��� LO f^+� 15. LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SMALL BE RESPONSIBLE FOR DETERMINING THE L 1 L,.J L7 -�� r I.}USE A MYERS OMVS (1/2 HP)PUMP OR EQUIVALENT, CAPABLE of PASSING A STEPIYEN J. DOYLE AND AS,SOCL4TES } Clean-out l 2"SOLID AND PUMPING 12.0 FT OF HEAD AT 33 GPM. 42 CANW,ERBURY LANE goo.., i LOCATION Or ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK.TH15 Quick Disconnect 2)ALARM SHALL BE A RED WARNING LIGHT WITH AUDIBLE ALARM LOCATED WITHIN THE EAST FAL�fOUTH, MASSACHUSETTS 02536 INCLUDES, BUT IS NOT LIMITED TO, RIEQUE5T5 TO DIG5AFE, ANY PRIVATE UTILITY COMPANIES,AND THE LOCAL Test Hole#I (EL=8.0±) Test Hole#3 (EL-7 8±) Gate Valve I., BUILDING AS SHOWN ON THE PLAN. WATER DEPARTMENT. s 1 CF Poured �'kQs TELEPHONE- 508 540-2534 Depth Layer Sail Class Sod Color Comments Depth Layer Sod Class Soil Color Comments • ' 3.)THE CORD5 FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP s� S CI'SUTVe ®AOL.COM (6.)CONTRACTOR SHALL VERIFY THAT ALL WA5TELINE5 ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING Concrete CHAMBER 70 THE DISCONNECT PULL BOX. THE CORDS SMALL BE ENCASED IN 2-!/2"TO 3" OyG •� y 5.1 O 3/8"Bleeder Hole Thrust Bloclung LINQA J. PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. O"-10" A Medium Sandy Loam I OYR 3/2 0"-10" A Medium Sandy Loam I OYR 312 Check Valve 2Qr Safety Volume. at all bends CONDUIT. 10"-22" B Medium Sandy Loam I OYR 4/G 1 O"-24" B Medium Sandy Loam I OYR 4/6 II PINT 17)CONTRACTOR 5HALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM 22%106" C I Medium Sand I OYR 5/G Pero @ 48" 24"-85' C I Medium Sand I OYR 5/G Perc Q 42" 48" 0 Alarm ON 4.)ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS. U I 1. Prepared for: GW @ 104" GW @ 81' 31. Pump ON 5.)ALL PUMP, WIRING,ALARM, AND FLOAT IN5TALLATION5 SHALL CONFORM TO 46 i COMPONENTS Pum MA55ACHU5ETT5 STATE PLUMBING AND MA55ACHU5ETT5 STATE ELrCTRICAL CODES AS WELL (EL=-O 7`_) {EL=I.0±) p -- Pump OFF A5 TO MANUFACTURER'S SPECIFICATIONS. o;0 GIs try `�� Robin A. Brown, TR 18)INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY 51TE PLAN SHALL NOT BE USED FOR STAKING, �I 6"Sump s'�fONAt �� 24 Colonial Way, Weston, MA 02493 OR ANY OTHER PURPOSES. Test Hole#2(EL=6.7±) Te5t Hole#4 (EL-9.4±) 0.8 19')THIS PLAN DOES NOT CERTIFY,GUARANTEE OR WARRANTY COMPLIANCE WITH ZONING BYLAWS,SPECIFICALLY, Proposed Sewage D15po�a1 System BUT NOT LIMITED TO,51DELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS,A5 IT SHALL BE THE Depth Layer 5cil Class Soil Color Comments Depth Layer Sod Class Sod Color Comments 250 Smoke Valley Rd,, 05terville, MA RESPONSIBILITY OF THE CONTRACTOR 155UED THE BUILDING PERMIT 0"-I 1" A Medium Sandy Loam I OYR 3/2 0"-10" A Medium Sandy Loam f OYR 3/2 20.)501L REMOVAL(WHERE NECE55AR)) ALL TOPSOIL("A"LAYER)AND 5UB501L("B"LAYER)SHALL BE REMOVED 1 1"-20" B Medium Sandy Loam I OYR 4/6 10".24" B Medium Sandy Loam I OYR 4/6 1500 GALLON P U M F C H AM 5 E R INSPECTION NOTE: Prepared by: FOR A DISTANCE OF FIVE(5)FEET LATERALLY FROM THE 501L ABSORPTION SYSTEM(A5 SHOWN ON PLAN VIEW) 20"-86" C I Medium Sand I OYR 5/G 24"-9G" C I Medium Sand I OYR SIG NOT TO SCALE 20 Rascally Rabbit Road DOWN TO THE CLEAN SAND LAYER(ELEVATION VARIE5-5EE 501L LOGS). AREA TO BE BACKFILLED WITH CLEAN SAND, GW @ 84" GW @ 96" PRIOR TO FINAL INSPECTION SY THE ENGINEER,SYSTEM Marstons Mills,MA MEETING THE SPECIFICATIONS OF 3 f 0 CMR 15,255 (3), AND COMPACTED TO MINIMIZE 5ETTLING. (EL=-O 3±) (EL=1 4±) NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS, 02648 `S ,y®1 ,64 21.)EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND ABANDONED IN DATE OF TESTING• 04109/12 P#13601 ~� PLACE AREA TO BE COMPACTED TO MINIMIZE SETTLING 1 • 501L EVALUATOR- LINDAJ. PINTO, P.E.,CSN ENGINEERING � �� � R�/ 22}INSTALL A 40 and HOPE LINER FOR BREAKOUT FROM EL=9.8±TO EL=5.8± A5 SHOWN ON PLAN(SEE PLAN BOARD OF HEALTH AGENT: DON DE5MARAI5, BARNSTABLE HEALTH DEPARTMENT PERCOLATION RATE- LESS THAN 2 MINANCH IN"C2" LAYER P.O.Box2030 Phone:(508)299-3250 VIEW) 0 20 �� 60 A. M. Wilson Associates Inc. Teatzcket,MIL 02536 Fax:(508)S48-5478 23 )WATER/5EWER CR055tNG: 4'PVC WA5TEUNE SHALL BE SLEEVED IN A 20 SECTION OF G"PVC PIPE CENTERED GROUNDWATER ENCOUNTERED AS SHOWN IN SOIL LOGS OVER THE WATER LINE TO MAXIMIZE D15TANCE TO JOINTS. ANY SEPTIC WA5TELINE WITHIN I G OF A WATER SERVICE PAGE 2 OF 2 LINE SHALL AL50 BE SLEEVED IN A SECTION OF G"PVC PIPE. SCALE I"=20' • C•\CSNWW-smoke ValleylAW-Smoke Valley-5D5 Plan.dwg 508 420 97921 FAX 420 9795 Date 05/30/I 2 Scale Ag Shown By. L.1P Check tvrTA Project Na.C5N0234