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0000 TILLAGE LANE - Health
TIAGE LA LL NE W, BARNSTABLE NELSON CLARK .5 0 y", g 4, I - ., I,� f,.. I ;!p; . I _Z - Z 1"Wy. 1 IVX 40 all, Top �w Of A y.q, I"W Y"y v - pe- 4- NO Iry.ter 3 A i, pIv" Q y-JI g y—A q& J on ri 4), q`V "too WAX % �4 co a Q Y it Q wh m. P zz WWII ON" T I , ' A*A Ust,22 49853 1 xv As t"' 'o _&Q T A xt of .1kI I6 ; • I- , Q. I, I 7 Q ,ga kk_Vk, I,*T4 �4qfi k , A. n - , 4 M! l C A4 ,N ✓vi s� 4" W. Q ,A - i I: A K p "3� "-;4i n, ' 4 tl" ! -1 Ala 1 msmW - VoJ w C EngneeringADam aINS �*1 - 7: ' 77 IQ as ' T. OBox.4 g _ Own s Z RIO— h J. GTubaw V-1 was 4 I MIT - A '124 -D6ar.Ur Iojyl"�1"", Q Vol- 4, No �:Y, V .you -f or-submittifig`1 a! "ievia6d o;plan"s obhtidn of 44rt"��Clark sx welVon -'A Qr w- 4 A 4, his propertf-at-'TillAge.Lane, Wett-Baifiifabl f wN w kd ! rW"I ' 1 z i T ' Y w O W " S = You ,variance to1fistalLa�s pluree .. " e 1W 1And 35 f6etfiwla xhimang well,In in of :the MAP 1 A x� apply conditmi NA- 04 ' - M aK0 ' 3 '' � " %1"QQ l 4 A ' " Vu - ,kl) Tb 9epfit YSVeMI "mUst aco iwthe_plan submitted itte dcrace� th�Y Cqiit�l tn , • girieefing:jp tigust I,Q `4 1085".:,N6-40iatiph's f forfillie"a-pprob"Ye"d pUin Will be'a 4 Z, TV WX pf ML "j"j. -0. My y'v, .&P AQ Intl QyK A J -xv -T WK10 f ., - 0,�gafbag6 disposal The:,dwiellin bedrooms- ' - "-w-Ith' `, ; n `�*,,Pjl.- ,% -"Magw- MAI A"T # is ", Pq , S%M'09 h V Ay Y 10d- §yIngin ;M11beNonfse and foupery syconstructibielfhe , tlC ark � 01, 4 ' - i i -o_th_ e,B6'ard,thAt1 > g w M Ihis design ties beeri�stiictly adhere�to p MtotheAe6khc6Wra�C6rtifkateof Conpliance'. - W, mail n"" *WhaeI,��_ &A v Qi ius,,,'materia ngrp i Mus, Ztnfe impery c 4,'. ." T" " * ". 1 "1 ' s,"be UWVed doWr +to->thecieani,tiie,:to�mediUr " sand 04eet'in-all direction 'a n d , - ; ,, - A: ut � q 7 oy,replAcedjwithd ; . ' 1 4 ,y, 7 VQ WJ@S4 W " nA AX-0- , 1 iW 1 - Th61WellImu6t;,be Zwatertest&;f I Whia,liddf , ' . ' ' " " �" "'" ' ' * NJ 1Ithem calspr or"to,thd ,igOuanceof:abiiobsal:�WdrkbCon�tructi6n�P�rhit�and' mdit "'Vmeet Alli6ftthi.sqtandards.6itebltshbd by the Safe DMAUSg'ASti6f l974.4 _ W 0 "Most, Q W QW, A. jQgJQbVA Q;1_ ;11'k� 10 0XI7, A 4,,i�;(6)_-`,,Yau.must'Ireceivd,approval,ot.:'t*he'd6ni-e'rA"V'a't�to"n'.Commission.. 1,6 , y W t " R AU . M MCC too 1,ON , AA W y 41 SW A Board--reservesithe *willRobtbitrenewed oad. fel tali6tali bhn' a an, on site ,sewage disposal system has4tho potefitialAto Ad V6rsely'affec t I e.'environment , KryW*#jar" Will" � Q , o i xt I"-'A 0 A XT oil, & , , K Cc Q_ �Q , qj 1 - 7 V. _W x D, Aftt ALI 0-,I. 4A WT f M Q jar!, QKQ V W , T., Q e AW Yon 15 A— I " 4n J 1 a" k I AW -N 1I,V I T � g I o - 440vam - MAN: n fit at .. #. \ L J �.r r+ .p. �#�f. t �` 6$yE �, F r 4 4 r '°• - �,.f �' f. - 4�' r a ypM♦r�.•'TholT -,XY.a/joy ;� y '* � I� t' 'August.22, 19sJ� 'f •"M1 ♦�'9i n `'wi� ; ``.��, « P T�'' ��' a,Y '{• �r+M , f` t - � , PageZt:✓.' 0 �sir ✓ -.r t ,.•. t w, yr a. � - 1rr,:k ,� l w 1.$f S ••' KErf �#MC � �y.rak k s� 1+"3 �#r r •.i: 5r� r� ,p".'."�„ � ;•"'o - r\7e ,,;..'J $r; r^tt -e*r n* x .3. � a �,.s rl F` r '. .�•,�'•,'+. 1� •• �S .'.�a� 1 Y.� t, �•.V' "] {. .vLk ....f �} tY �\4 r i �} ,. l'•a� , .. �• 2r"+ i � _ ,,�, St' L._ ."l. ..x, a M,. a •,,•'t - t' . + T +-.id - r ,r ,' -i .7"' '':4.. a_` 1• - �' t r 1{. . Tbm variance'expfres September 1; T986 �r>+i �. �"� y a ,' - 4 �• � � a :. �y�,�I orb war + �•s `+ �, Very, ly yours, ` f �' . °r ,� a� ,# a°` ;� �• w'T { .•4r .� p ..y`a .,�:ry S r "�. `r^i' .. ;5r ng=�+5 "} rw' �k." ; ` r'v J,,,Y 1 •t t, AL ''N i.',v ;:. �a berti `l.s eL -+. y r 4. '�, icr. .r..T* 'Z$r;ci�' �.F`w .r..$i. :x • R'.�' si ,♦Y �� t Y rrr„,+`i ,! �:. a I �ilalrll{4L3 �a i* 4. y � aKS � '•r" �a Z`.¢ 7 ,. 'M ^ n.i t �, �1 (I� •� 5 .T h �y� �' Rf �✓✓,'C3 3 # BOA�tD',OF. REALTH TOWN.:-0 BARNST'ABLE. _•a„a �. 'y Y ^`.ar >X a•.,� f j.. .t� !,, �F C_a. cc. txir:°Nelson T. 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J ..hr I -;�, }•. \ I A.t.,, Y r Y iM'4,. ,�,E # P r° ,yu t, i s.. c , r ♦ .;. .�: r, �'i ^ •,,r ��.. 4 t t 1w 7� �3'r"`!'i f y•' 'P '� �C � ,i^ 'r• - 1 .! r i . G� rx• + P .tr> Fa_i 4 3 '.2. f - :. .1�. \a.r � ,� , Registered Professional Engineers (617) 255-6511 Coastal eeringj, p inc. Post Office Box 477 •Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary• 260 Cranberry Highway •Consultants for Structural Analysis, Project Feasibility, Environmental• •Land Surveying• Orleans, Mass. 02653 File No. : C-2806 August 15 , 1985 John Kelley , Health Agent Barnstable Board of Health , Town Offices Hyannis , MA 02601 Re: Nelson Clark Property Tillage Lane West Barnstable , MA Dear Mr. Kelley: On July 1 , 1984 , the Board of Health granted Mr. Clark a Variance . to install a septic leaching pit 135 ' from an abutting well to the west , and 118 ' from an abutting well to the south. Since the proposed project had not commenced , we had requested an extension until August 1 , 1986 , which your board granted (copy enclosed ) . Since the preparation of our Sewage Disposal System Plan (7/ 10/84 ) , a new dwelling has been constructed across the street on the corner of Point Hill Road and Burning Tree Lane on Lot 14 . We have located the existing leach pit on Lot 14 and it appears that it is 991 + from Mr. Clark ' s proposed well location . We have , therefore , relocated Mr. Clark ' s proposed well westerly as noted on the attached plan , and have maximized the distances from Lot 14 ' s leach pit and Mr. Clark ' s own leach pit . The new distances being 135 '-:-. from both Lot 14 ' s leach pit and .'43-5 ' +. from Mr. Clark' s septic leach pit. These setbacks are equal to and greater than those granted in the original variance and the well involved is not down gradient of the septic system. We hereby request , on behalf of Mr. Clark , your approval of this revised well location and the distances to leaching facilities . This lot is currently under a Purchase and Sales Agreement with Mr. Paul White . Your review of this project at your earliest convenience is appreciated . If you have any further questions , please contact myself or Karen Blanchard at 255-6511 . Very truly yours , COA TNGINEERING CO. , INC . Thom s W. oy , TWJ/ca cc : Nelson Clark Paul White �,. V. QQFTHE T TOWN OF BARNSTABLE _ OFFICE OF . BAHa9TAM IAASL BOARD OF HEALTH ECEIVE� v`L s639 367 MAIN STREET E HYANNIS, MASS. 02601 July 5, 1985 Mr. Thomas W. . Joy, P.E. Coastal Engineering Company Box 477, Route 6A Orleans, Ma. 02653 Re: Variance for Nelson Clark, Tillage Lane, West Barnstable Dear Mr. Joy: f You are granted an extension of time until August 1, 1986, on behalf of your client, Nelson Clark, to install a septic leaching pit 135 feet from an abutting well on Mr. Clark's lot on Tillage Lane, West Barnstable, in lieu of the required 150 feet, and the reserve area will be 118 feet from an existing well, in lieu of the required 150 feet. The following conditions apply: (1) The septic system must be installed in strict accordance with the plan submitted by Coastal Engineering, Project No. 2806, dated July 10, 1984. No deviations from the approved plan will be allowed. (2) The dwelling is restricted to three (3) bedrooms with no garbage disposal authorized. (3) The designing engineer must be on site and supervise construction of the septic system and certify in writing to the Board of Health that his design has been strictly adhered to prior to the issuance of a Certificate of Compliance. (4) It should be noted that the impervious material surrounding the leaching pit must be removed down to the clean fine to medium sand 10 feet in all directions and replaced with clean granular fill. (5) The well must be installed and the water tested for bacteria, nitrates, and other chemicals and must meet all of the standards established by the Safe Drinking Act of 1974 prior to the issuance of a building permit. Mr. Thomas W. Joy I July 5, 1985 Page 2 i (6) You must receive approval.of the Conservation Commission. (7) The Board reserves the right to deny any variance time extensions. The variance will not be renewed if the Board feels that installation of an on-site sewage disposal system has the potential to adversely affect the environment. Very tryly yours, Ro r d Chairman BOARD OF HEALTH TOWN OF BARNSTABLE JMK/mm cc: Mr. Nelson T. Clark Conservation Commission :t l ` . ypFSMET�� TOWN OF BARNSTABLE OFFICE OF �9g ;00,e�6 BOARD OF HEALTH � `.- 'FO 39 k� 367 MAIN STREET HYANNIS, MASS. 02601 5e July 11, 1984 y Mr. David J. Michniewicz Coastal Engineering Co. ,Inc. Box 477, Route 6A Orleans, Ma. 02653 Re: Variance for Nelson Clark - Tillage .Lane, West Barnstable Dear Mr. Michniewicz: ,You are granted a variance on behalf of your client, Nelson Clark, to install a septic leaching pit 135 feet from an abutting well on your lot at Tillage Lane, West Barnstable, in lieu of the required 150 feet, and the reserve area will be 118 feet from an existing well, in lieu of the required 150 feet. The following conditions apply: (1) The septic system-must be installed in strict accordance with the plan submitted by Coastal Engineering, Project No. 2806, dated July 10, 1984. (2) The dwelling is restricted to three (3) bedrooms with no garbage disposal authorized. (3) The designing engineer must supervise construction of the septic system and certify in writing to the Board that his design has been strictly adhered to prior to the issuance of a Certificate of Compliance. (4) It should be noted that the impervious material surrounding the leaching pit must be removed down to the clean fine to medium sand 10 feet in all directions and replaced with clean granular fill. (5) The well must be installed and the water tested for bacteria, nitrates, and other chemicals and must meet all of the Massachusetts Drinking Water Standards prior to the issuance of a building permit. r } David J. Michniewicz y 11, 1984 e 2 l (6) You must receive approval of the Conservation Commission. This variance expires August 1, 1985. Ve y r ly yours,. Rkfi-er-Ptl dhilds, Chairman Ann J' e Eshbaugh . Inge, D. BOARD OF HEALTH TOWN OF BARNSTABLE JMK/mm CC: Mr. Nelson T. Clark Conservation Commission Y�,3V ° is r' �" r $y �iC 4 r tRs . .a q. ,° .r, # ✓r S *. §. ✓ Y ,r, yt .t r ,r l "y '# • �F,. r i :..Ysi ^`;' i .r r v+x, ..•L ,7 '.� '✓.",i ,err.y is t #*; .�. [ ; t�r� Y `,� # M1 t,..",t � r F ° <, t. tl',i c a`• t ,M1.r W� - a I + tFr4 ° a5, a yx}r fvY slab< it .` 4 " r.3t S e x '' y �7r :rr r nz 'i �xta' "• Y .c.•; ..f t'' y '• r "" "�' ",Y al „�- .. U y � .' `' e - A r x `t' r N 10 +4w K t. S� F a : . f W ,,,% Y .t i r F. f ,^ a r ,r -„H 4 „? y,R r .,� .r, 1 v L • u {?� Y_ •b. �,y.:y,g11 .,''•a y a °.. f Fir # rr- p fi , _r,. J 2',' :v r k :zr T '7• " r } v '. 1v ry,�x �iCi. §tr d lt` r #✓, ,fib tr �' " ` j t t t } ` C :.•} •r ,14 r ., 'G ! r .. C9 s 7y- Z' k, �' t :."., '�`, t5 i �f1 :� , ,", �� yy ,1 r ,w t . 5. '{ ^I twoF 4�1 q3 •_ , _ .! •a s #.,! r °�✓ {I� 1..� f•'t.4 �Q ,r 9•fY p .;.%i s.•t°"Ihr�adyy++rS «' .y I-.:W+' W'� 5 �r'� Ir,. r t�4, G : _ a.. ; ry ' t a ry. # r« +: F. i 1. ? t # ., :7a , rr F f,r. 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S 't 1r,y �f'�^ t } er+ ;. ,,r.f t ° . 1 Orleans, Ilia: 1 3 .� j , f m r a ,. , r r+ 1.S .:t✓tL ,'{ "r, I a.�• G.a, a �, f.... t� .4. -!.. 's- " i#;. 2`... i9.,`». z.�,_�' y V F ;..i h Lf i r ! _•. ka s,rr is 4 Ia,r r) , . r1 - f:"''' r..,as• t rM•J�,t, �; ': M,a 1'" •rY .... Y 4 i "`c ,r , ,xr # 1 _ - t , Re. V lands fo Ison C'I k, SiL V' B i a °' , <",x t ` , #.« to 1 i.. .' Y r,d ,ar r'° , ag '"f '.: .- t 1Q.' a` Y �i r x ��s a,r*t1,, , ,n"k + e ar` Till ane, est a ns ti p 1. b Dear 34r Jap :, wk -V a „ . ''•#' .:G.'! ✓. • .J•., .f; :a t,;., ? Y #'.'•r .1. ats iwr°. +� s 'g a 'J! „y r, a4 yn r`..,sJ P N ,,{ •l',_: . ', ,l ,. 4. . +% ..- ,X' '. 7 c 1 f ° I• - +:d. 6.i e 0- . f!'.T # t`4 r - c „ .,,•'� tr. ° tY r y'0...r_, ' r y1,fj . yI a"" . a -1, 0 r 1� ;.. . r ,L; !," t`Y' ,& .� , - a"' ry '4r3h,L��w-tr� •t }.... A ;You ale ra,, ., an{'extension af'time'untill x�,ugustw,1, �1086},on %ba' alf, of,your;.client; A Fr ,+.,�t s-,. Nelson 'Clartc, to 'install a septic ieachingl pit'135 feet f om ° ►, i Y. ter: " r r an,abutting swell •.on Mr', , o,:y ' Y Clark's lot on Tillage slane,''West.'Barnstable; :fn heu of,rte recjuired ti1g5Q.feet, and they'i r. JV:ax . r�°serve a ea will.;be �11Ei,•f;et ffoixi h°'existing well, iri-'lieu.#®f:the,requi'aed 1 ( Jfeet ;+ " r K :¢ ;4 , 't The ,,. l ing•conditioniappl f. -.i , , ,' t ` _. ,° °� >.w, .11+L: M,%._ - �` F� '_1 r• Y , a... �. tr v , 4ta Yi `s, "a.:`� +ie vr� �: ", ••ti">• .. :✓4 0. ,tat. .,+ ;, r (t Al {to = t c:j w ,.....; V ! s r�.' t f- ,i� r!r t.. , t ,a •..3 a s 1 Th , ° , . . t # �� a :{ ) a1. septic"sy°stem riu`st be installed din strict accordance faith,the plan submittedIt.` r ✓✓,. by,'Cdasta1;HAg'ineering, Pro ect��l+tb r28flfi l $4 , from_t .: a �; 1 �� , dated Iuly -lE}I -'No devlatidns.r : t �,r a:-,, tr h approved plan;Will be".allowed .�:.'1 , ` �4� , r' '� ; , y� , .ta,' YibrF«Ycl'rw ��y t'•) • •+ y � �_ r�,aL,.. §.`1` 1. ` <�+* Yn r �' !:".rx <Su h +.. ,°1*At,r;'YAt 4.rt.•r�" k9, 4e,T4iV '. 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', 1 •aa , S a v, & ✓r ✓w a. i. i f�A M1, ., ra°tr A 3( . rThe desig�iiz�g .en$ineer 'must'.:be' on `s"ite and `supervise.tconstiuction of the.:septtc,x `s •3 , ` ° r syst - L, _ . certff in F writing i:to the ,Board:aaf eliealth tIf, his.design has_&—".i r - ` ' x strictl adhe a ate �� t,-� •• y red to-prior to the.issu nce; f a Ce 3�y4` x x 1."r r ti 1< ti fl t. rtlflc of �:0 , li, E: "T u C. r y . y ..tr�.�,,,, k { t Y n 4 r, r •. r r x 4Li, it Uld b �`r' ."O ,, R,� r`' , gb .A ar a Nk Y.r �'� y !� t y., " b ,b3;, a A.� ) sha a inoted"'that tihe impervious'inatertaTYsurroundirig+,the{leaching apit�'must r ,'' ; - bereznoved: down 'to tTe rclean,fine`to"meiiium•*sand' 1 '° ` �! } feet in�a11 directions and , �'t ,e, ` kf�"� replaced with;clean-granular fillr .. b r =` % r, ,' �_ a ql µnxYr ° ° 1 t., j. s t '. *` ✓ a;- ..N ry a ,"a• •' +�: . 1 ,mow k r 'r -:i �r �. N. y .,k' .-. 1' ! !. 'Lv } #r� L. 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ARCHITECTURAL AND CONSTRUCTION ENGINEERS Box 477, Route 6a —Architectural Design and Engineering/Foundations/Shore Protection/Sanitary— Orleans, Mass. 02653 —Consultants for Structural Analysis,Project Feasibility,Cost Analysis— (617) 255-6511 File No. : C-2806 June 21, 1985 John Kelly, Health Agent Barnstable Board of Health Town Offices Hyannis, MA 02601 Re: West Barnstable, MA Tillage Lane Nelson Clark Dear Mr. Kelly: On July 11 , 1984, the Board of Health issued a variance to Mr. Nelson Clark to install a septic leaching pit 135 ' from an abutting well , in lieu of the required 1501 ; and the reserve area will be 118 ' from the existing well , in lieu of the required 1501 . On behalf of Mr. Clark, we hereby request an extension of this variance for the period of one ( 1 ) year. Mr. Clark presently has a Purchase and Sales Agreement with. a Mr. Paul White, who intends to build according to these specifications within the year. If you have any questions , please contact our office. Thank you for your prompt attention to this matter. Very truly yours, COASTAL ENGINEERING CO. , INC. Thomas W. Joy, TWJ/ca cc : Paul White '�/• 'THE jo TOWN OF BARNSTABLE r �Q ✓S'��i���y0 OFFICE OF : .Baaa Tsar. \ MAZL BOARD OF HEALTH o ,6 ° 00 q. \ S � o SAY k 367 MAIN STREET �\� HYANNIS, MASS. 02601 � July 11, 1984 Mr. David J. Michniewicz Coastal Engineering Co. ,Inc. Box 477, Route 6A Orleans, Ma. 02653 Re: Variance for Nelson Clark - Tillage .Lane, West Barnstable Dear Mr. Michniewicz: You are granted a variance on behalf of your client, Nelson Clark, to install a septic leaching pit 135 feet from an abutting well on your lot at Tillage Lane, West Barnstable, in lieu of the required 150 feet, and the reserve area will be 118 feet from an existing well, in lieu of the required 150 feet. The following conditions apply: (1) The septic system must be installed in strict accordance with the plan submitted by Coastal Engineering, Project No. 2806, dated July 10, 1984. (2) The dwelling is restricted to three (3) bedrooms with no garbage disposal authorized. (3) The designing engineer must supervise construction of the septic system and certify in writing to the Board that his design has been strictly adhered to prior to the issuance of a Certificate of Compliance. (4) It should be noted that the impervious material surrounding the leaching pit must be removed down to the clean fine to medium sand 10 feet in all directions and replaced with clean granular fill. (5) The well must be installed and the water tested for bacteria, nitrates, and other chemicals and must meet all of the Massachusetts Drinking Water Standards prior to the issuance of a building permit. Z. Mr. David J. Michniewicz July 11, 1984 Page 2 (6) You must receive approval of the Conservation Commission. This variance expires August 1, 1985. Ve y rely yours, Ro ert Childs, Chairman Ann J e Eshbaugh . Inge, D. BOARD OF HEALTH TOWN OF BARNSTABLE JMK/mm cc: Mr. Nelson T. 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Y �} MUr °X 7 +.o x �:` i 'r, ��}3 t^NX�,,.`.-?X�'Mh ` r•rWr o* :i.}µ�•i...�.^i i„Pc45 h{,a i�e�e�fi[,i c�Deaz a'.5 �r 4 r "`W:s r+ t r+t r~ '" �''r'+°X -;!• +t�'r'' � 3�'`�, r�, a�,y?f'K YS 1 r '`+ ,+^. t r•. r..' .T .,+ x f X fi...,' �. .r.e �,� '1'..`r c, ;;r } :Y r ra4 •as ra+'. ♦s4 You<ar@' granted a-vmari ricia on"bahil 'of ►owc client, 3elsori='dark;, to petal ' �� a n ,r. c i, _.. ,,• tt , ,: a',soptf c l ,aching pity 135 feet from an .-abutting. 11 i»a`your. lot •ac :'pillage. r�Laao., WOOL stable, ' ri lieu off he�..requirad ;134`:f eat; and tbe'`rraservo 'area y '_ `ill ba 1l8rfeet' from 'en,'eaiscing:�lls ,in lieu of -the requirad'15fl fait. rThe ,,„',irk ' '•t' .j � h i X l x following,Conditions eapp � *t' X F � �,r is�.•.•}t r ,, ..a �X,, A '�,� <�''.�F a�v r ��� � { ' W'u ti X',.r t� .`.t r two' 1 Y/-�, at`. ••w, d r.:'{I j j $5 F'�n�r f♦�,.' 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',,,� � -� r ..� �''� �J a4,• M' J .fi, ti�fi Yi 4 ai � r }fir Y .i t 'a r Y� r 'F `: ���,t `r 1 wiF .. �4J'•I' `' .4. x r ? i K; �5 4 ra e.fi 4 R 1 .:., ;' f ,1 'rr ~ tr - "Sr x r rt t, z f3 b ..x .* !4. '; '(�,q a4.•a ,ti 4 Y.♦T #'.�{`,• a t ,, .t:r {,"S r ,+ - ' rf � }•f 4i .i A4r,f `aF}.. e ,♦+r+A j,S r. ^„ F. Al FEE THE 0 TOWN OF BARNSTABLE ro OFFICE OF EAIla9 BOARD OF HEALTH 7 ■AE L p ED 19. 411"\ 367 MAIN STREET HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT I "� TELEPHONE NO. JL.C3 7j4?&7 ADDRESS OF APPLICANT ~ 10 NAME OF OWNER OF PROPERTY cr r Li�GQ i LOCATION OF REQUEST VARIANCE FROM REGULATION (List regulation) s � { VARIANCE REQUESTED (Specific request) t4--.40 0 p p � . t i REASON FOR VARIANCE (May attach letter if more space need ed) d r PLANS - Two copies of plan must be submitted clearly outlining variance requested. VARIANCE APPROVED NOT APPROVED ,.I REASON FOR DISAPPROVAL k Robert L. Childs, Chairman Ann Jane Eshbaugh . A I H. F. Inge, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE 7, zk D A T E r L' r� Hl'7, rTURAL AND CONSTRUCTION ENGINEERS SHEET—O F—� 6� ROUTE 6a \ ORLEANS. MASS OX53 16171 255-4E00 SOIL TEST REPORT ! DATE OFT EST /30 LOT STR E E T TOWN 0 6/W--Cl5779,`�,,E-TYPE TEST: OPEN PITIZBORING — PERG.— OTHER .TEST REQUESTED BY 11- 6'c/e4,6? CLIENT EXGAV. �7• �• �' :SELL EXIT EL r� n ,UY- . CONTOUR WETLAND O,v4-y SUL LUGS L „ _ sourH TEST HOLE I TEST HOLE 2 TEST HOLE I MIN IN DROP "ieE ioP ; Sn IOP.5Uf TEST HOLE 2 �a MIN IN DROP ? B�Di�''`J TEST RESULTS ZA,91A a , 0 .i� �</�I�1� E/J('Du�c1 T �—� ,�J T�S7— P+ 3 i Q<zA� Z C�,Ptit sc= (/sEt To aSU PFbP i �`✓'� /�,kJ 0, F CERTIFICATION O tij �Ir WE CERTIFY THAT THE ABOVE THOMAS `��� ESTS WERE MADE AND THE p IS, Joy �"ESULTS WERE AS SHOWN OIJ a ,o pNo. 26C48Q "T,H I S RE P ZF; fit j A5s\ONALjam,`L� `i / /e /Fi 4c 3.0 /� EA UTH RIZE, SfGN E -J D`A�T NI T �TCi'RAL AND CONSTRUCTION ENGINEERS SH E E T �F ff, 7.ROLn-E 6. ORLEANS.MASS.02653 116171 25"C00 S01L TEST REPORT : L/ DATE OF TEST ` T LOT S T R E E T ZIZZ19`2E TOWN 017&' eJ-45-7�961-� TYPE TEST: OPEN PIT✓BORING - PERG.- OTHER TEST REOUESTED BY- CLIENT EXGAV. T_ T `"'T i F _c c=7 C Y EXIT EL — F L 0 CONTOUR WETLAND Oki/- 501L LOGJ t-ST. TEST HOLEf3 TEST HOE TEST HOLE31 `a MIN U.- DROP i T MIN IN DROP D /U cc TEST RESULTS CPU d �S,4"h Eit/frft,u tit TE�FEA 0,4 Q 15- CERTIFICATION 7U T. oF,ykss WE CERTIFY THAT THE ABOVE THOMAS. � TESTS WERE MADE AND THE r/NC +O W. .';RESULTS WERE AS SHOWN ON o `!" JOY V THIS RE RT. pNo. 260 48 tt F VL AJIJ Cut /z.o'I I/Jo A U T.H.0 R I E D S I G E Registered.Professional Engineers Licensed Concrete Yechtwians coastal ngineeringrf) ARCHITECTURAL AND CONSTRUCTION ENGINEERS Box 477, Route 6a —Architectural Design and Engineering/Foundations/Shore Protection/Sanitary- Orleans, Mass. 02653 —Consultants for Structural Analysis,Project Feasibility,Cost Analysis— (617) 255-6511 File No. : C-2806 July 10, 1984 Board of Health Town Offices Barnstable, MA 02630 Re: Sewage Disposal System Property of Nelson Clark Tillage Lane, W. Barnstable Dear Board Members: On behalf of Mr. Nelson Clark we are submitting the enclosed sewage disposal system plan for the above noted property. It is hoped that our plan will clarify the variance requests which have been submitted by Mr. Clark. Our plan shows the location of the proposed dwelling, sewage disposal system, and well for this property, as well as adjacent wells and septic systems. The sanitary leach pit and reserve area are located greater than 100 feet from the abutting wetlands, greater than 150 feet from the well proposed to serve this lot and the existing well to the east. However, as proposed, the sanitary leach pit will be less than 150 feet from the existing wells to the south and west; the distances to be provided are shown on the plan. As located it appears the sewage leaching facility will be located down- gradient of the existing wells noted. For this reason, we feel that the variance requested can be granted without reducing the environmental pro- tection assured by strict application of the regulation. As proposed the sewage disposal system complies will all other requirements of Title 5 of the State Environmental Code and Town of Barnstable Health Regulations. If you have any questions, please feel free to call me directly. Very truly yours, COASTAL ENGINEERING CO. INC. David J. Michniewicz, P.E. Enc. .,.:w...a.•,,._.•rr+.>v..rar. r,v._,... ,.-.n.rP,.....re.....r .+iw>._,r.—a..+,,,...._.wwr....,•...w,,......,.w:/r>_y,.,._-.w.r...r»_+.r++rn+•M..+r.-. .n+n...r..,..r+ xrv...•.n•w,w.•-vw. ,.,_r•.Pwrr.+.,,r nn..rw,,:...r,. AMw• ._-r••r.•"r•r Mnw..r.rr - _,++-,-nanw.w _.. .r...w_a•..nrs+s+._u.-_ _ ww.sr_.++r.r,......<.-_+.o_rr.-.,,v.ur•e_wM'ar..nwr.w.•rI.o ..._rus .•-:w.,.r. / TED I PIT NO SCALE REFE RENCE EREC>~ PLAIN C.�;- i,.AND IN � WEST EARNST;.\r'�LE MkS5 a, FOR C. HARI_ES F. � I P1T1 TE-)T 1'-c'_ TE7ST PIT-$ TE-.':T 4 TEST' P17"5 - LL- = Li3.t, �. - yz. 1 �� , = tla.a �� • _ �3.�' 0Y AVID c'xKE�N RS�tRW 1/C I� R urF hPr� I _ ``� ToPSO�L To sOt� 1��j`oftvl DE �Mt3tE� 1� GJ _ TE :�rS ' �'- 9 - �H (TEST PtT � t • 2 L,(�C �� `J DATE � Cr~gY Su-T`{ - SIL,T� ._ ,.) S1 _TY J _ ?!� '8y (TE`�T PITS � � 3 p'' p�sznv�N = J JxawN ( (3RoW�y , i LAY -_ .. __... { c y� 1 a c�,�,r� 3.Q 5 c�ry 4 II 6-p VEL AND A5A�` D 1 �WE�"v� (ARE aaEY -� n� rTNESSEi� COY - �� T _ I 3,, AND K . BLANCHARD CEC (A�L , �T F1T5 ) BARNS L a�,o��': � r� zo�.,,� C, � -,- Al. E , MASS. .� ' 1 c,,e WATER �1A1'� T. JA JI ( , HEIa 1_TH AG r NT ( i\L , EST PITS) xiAT+= A,vp f G EY MQ f If f � ' I 1 1i I { ���' 3 ? C��r�N P4iprvM f Ct~FAtV C LEAN i I\! 0 �, E F 1114E y FINE �. P E R C C' t_AT D w RATE ' E S T A i•\j P- M I N 3. NCH --------- _ __ IN CLEAN FINE. TO 1"�E..i)JjY'1 SAND AND i A. ; ! ! _ - � C L E A N M l ' 0 M ` 'r KAT'i t o � , � � � t r MEDrvr� �t��.u+uM" J; .aAl�lf� .� 3 �SArvp I rSANA l + V1 F,lie ! «rVATER INICOLINTEREO A� NOTED - TEST PITS 1 � 3 _ 150 I Iz,o 1�,D - ;atD ao 1�0 �- _ -- c -Fold` ._,_ ____� No WATf<IZ GNCoUNTER ED ( TF-ST PIT-5 2 CL.= 30.1 f:I_- 31, &, t<t . = 30,� El.= Z9.8 V-= 3v0 P i�O P 1'�5 E t N CST - 3a. IMPFRVtptl� r'A•71 EIRIA WITHt � r �L, t l NOT'E':: A,R_ t� r',UST BE • i RFMOVEJ) Dc`WN TO' 'f-HE CGE,AN FINE TO MEDIUM SANp �TRATL Ir,l AND REPLACED wiTH CLE,r\N r- .�MPACTED TO MiN11N ; L E 5ETTL CM,Er '7 \ _ 3s 4C, DESIGN FL.O►rJ tE R0 M x i !O GPC _ �3O GP'� A1N 8'x 6' L_CACH P 1-7 CAN c EACH Vr c �9 (8z) ��• + TT- (8)(6) y � y�� 5 ES G PD � E N C T-E f AT LE F T- 7 a,r35, �C S. # j INSTALL : ONE 5x6LEACH -'!T, VT y' f' . 55 GP:7 > 33C aPD REC� D, h. 100 FRC�NI O Ni E IOC,(-- GI A L.. SEPTIC TA N I� , M I ►vi I M U M A L. L VJ E I[ 1=x ,S,-�f N .f- �}`� E 7 G E OF y4�.T-LAN P OfVE Q1STR1 ?U-"1 ION 8GX tj0TF- G�AR3AG. E GRINDER NOT ALLCIWEL) \.NiTla TH16 LDE:SI (-�N rr 1 "RiT? S ! F r pRD�'OSE.) - - AbIL '� �•�� A z•+J�ISTfz-s� �K''v!:.Vy, >'lT .f a b(/e♦ r 'Ad ELL IN ox 14o Lie. Ex WELL- 0 a~ RAISE COVERS TO W l-r'KI ,y _ -O nF FINIc, _. 7-OR OF FOUNOATION fNO Lr^AChtiNC\ FACIttT�� ,4ITh�N IOfa 0,F P`� POSr1� WELL I I ♦ 1, hvC� WkiL`� W1—r'H1N 1G'� C'rF PROPOSIE-b LCA� �ii�y6� )=AC+ LITY `f DIA. SCH. yU PVC '_— _ ° - _ _ `3L__. -�_ _ + , y D,�a . St.H. 30 , ��G �` a `' =H • 3� t'vc Q - 2i LAYER O %e 'O/ STD=t��E ,r ! TH F I NF K ATI ON HFRFON HAS BE-EN dl �EPT►c TANK ��`� �'�Z' �+ �.'o� ;LI0.s� �' 6X6 3/� TO I z STONE P =Pt�R s) ACCoRDti�ICG `j'G THE RE� LIiR. ENIEI�iT5 — , OF TITL_� 5 OF THE �aTp�TE FNV , ROW-It:NTAi. - f 1 + +LEACH I C DF- FOR T-NE n��B`�= ► ��c D! Pc�5AL ��F 14[Y�15ANITARY TEES SA N I TA i Y 5,E W!\�a E c + Ne rriXITING� Dr3OX MU157 REv►AiN l ► - -- — + > LEVEL_ FOR ' r: 5�.FOI� E P+TCHIN&, `I ► P ►TCH �I"IINIP'lQrj) Y- _ , t _ �_ ___ _ ___ leiMrAe�r� D C V'I N O L_E A C 0 }-'I T' r „ \'\�s�� 8 � . R94>G k M -Q DA,VIJD J, \fir N'o. DA AF.Vf I BY 3�r.35 I + w� I � _ I z ♦ !1^11•, ..+r 1 "•"i I+✓ I ✓ z S M.r. IE , LAOR CCwswF. mdrWf Nn ngrif MAT I C f L ( ARCHITfCTURAC AAIf)COJIt�'f t�t�CT/ , -s- -3 ✓ t G r BOX 477, ROWN 6s,ORLEARS, NA 026" {$17}2�S1L � t_ l._G\ r IONS MUST CO�Nr OR\M T O THE (``MINIM J t REQ; kIRF- MENTS OF TITLF a 1-OF—J,.slats f 1 • M 4P L TEST PIT LOC71"D NO SCALE REFERENCE ' PLAN of LAND IN WEST BAR,"ISTAP>LE MP\55 FC R C HARLES F. �, r TiE i i f'IT 1 TEST- PITa TEsT PIT-3 7EsT P1rLf TE5r PISS �.' - B E RT H A M H I L L_A R i] iV -<a kpti< �L. = y4. 1 EL . = '1?-6 G.L_• = 43.0 I BY PAVID H,CiREEN SuRVE yOR RoUTF hP\ o _. DE -EM(3EFZ t 1136�j l,o - l.o DAI_ESOF TESTS Sy TEST PITS z. ; ' Loc U C-) cL.aY s1t_TY 51LT1' st>^,l' 3 - 30 '8y (TEST P1?'S 3, 1-I,A l5 ) 69 LAY J,IZVWN 3ROWN QROWN - 3.0 5wN�3--- 3.0 SHNta 3,G SArVp GREY - &REY 6,o AND sAw� 3.s _ — Iwrv1 v +�a AND W I7NESSEI,) C y ' K. 1BLAN CHA R.D I C EC (/�L L TEST PITS 13ARN5TAL3LE , MASS. l Gtz Y - !ZR)v.t,y 0ROWiJ T. TACOf?I , HEALTH AraENT ALl_TE -r pIT51 i — — - 8 I tLJATEtZ C'AY CLAD 1 R I � �� �. • KEY M /� WNT'E i D i 9 0 CLEAIN I I�►xc ,N,, jTi f � -1r 1\I O SCALE i Mt plvM I CL.ENN C t_FAN 1 f CUkAN I i FINE FINE PERCCLAT!DN RATE ; L<< G TI11�1\i t`11N5, / SNCH - --- 6ANt� 9.o I r�t<plul�' , ro r -ro IN CL.EAiN FINE TO MEDlJty' SAND AND ! GANO I ► i ' -r T CLEAN NI M 5 ,ND sT-izAT01l1 FINED SAND ! BAN D 12.o I I 12.0 =nnr� �o _ _ 3 ' W4\T':'R tENiC C00,N T F-KE 0 AS NOT EO ( TE<T I r �: --- N� WATT=(Z ENCoUNrLRED (TEST PITS R , 9 ) 5 CONTOUR5 I at-= ,30.1 El 31,6 EL . = 30,; kL= r2.q.8. �1-= 3C b EDGE t�F w E T l...A1� t� _ - - I � .! f RENOTE fMOVED DOWNATbR7'NE�lCLEIAN of NE TG^MEDIUM Sl�ND _ �2 ! s STRATUM AND REPLACED WITH CLEAN C-DARSi^ COMPACTED To MINIM;i E 5ETTLEMENT. �.-- + — ----`� 20. 1 L4 _ 3a } -�`Sp ro DCL('-�,l - I �J\ I V t• / L— {/ 1 3,� --.._ ��...__ PRODQ \ `kSspv y , DE51UN FLOW EEDR00M5 x ! 10 GP;� = 33O Pik -- AN B 'X 6• LEACH PIT CAN I^EACH , V-r _ .79 (8�) /l• t T (8,'(6) �,y = y�-,-. 55 GARD 5EE NOTE r R < <V 0� .. AT LEFT- - ` ARC/A 3S, O S.F. + INSTALL . ONE SX6 LE{�C{I �1'r V - N2 �. 55 GPD > 330 GPD READ. 7 h - F ONE 11�^^000 GAL . SEPTIC TANK , MINIMJI'l At_t_�_)WEIID = x15`-IN EDGE of wET ��N� 0Nl= fDI5TRIBLA I0N 60X F-5St=001, NOTE ', t AR3 �G. E GRINDER I\10T ALLOW F- D WITH THIS LDESI CAN ox 'r PIK /� b • 1 1 j� J �,. O 461 PROFYJSEIa 1 5 4� FRoMmF-I,- k V l� Ex 15 H N G tJ W A`f5, p. WCLL If' I O Q - �8 tTE�T �>T?� I.EHL4-i i�,r JELL. W E L.L- BENC � f''Ir�RK 38 i 'T-OP O F cONc. F30uN t) 3a I � t RAISE COVERS TO W17HIN t LAN 1 '-0 OF FINiSH TOP OF FG(ANQP\�-IGN / ��� SCALE t "= 30" yy ES 1 \ * N LkACrtiN9k Fk\CILIT'iE; 'YJiThfli 100 OF ►�ROPnSEO 1nlELL I NO WEE_ S InIiITHIN 100 OF PROPOSED L_EACHilva F=\CILIT`( 4 I ID BCX Ll - L - - _ Y E R /g y DIA. SGN. tiC PVC i --__._ —.- a y - , ,� �� � � --�-; ;. ' 1 -- _. c i� A ��k 3n ti p d i r�IA ScN 3n c��„ 1 �:- a - z LA OF TO z ST'-'�E - --- -- 2 its. INFORMATION HEREON I-fA S l�EEN y1. S0 �l� , � 6 c� i�. �,?'' �I �+C 2 o.s pl 6 'x6' ' 1 3 + PRZ-'PP\RED /)\CCORDING O THE RE Ui ' ENI EDIT 1 5 EPT+C TANK 1 ,�" /ti TO ( ✓2 5 T-O N T E C? R. S I f PRECI�ST OF TITLE 5 OF Tt-IE �TAT ENVIROIV �ENTAI _ l�+W S��NITAR`, TEES�4, I % o oLEACN PIT COPE FOR ..�..,Nc > ✓1 �1-1K �`"ACE p15PC�SiA�_ 1— n SANITARY SEWAGE L N� 1 / I iNE tXITI +vGti jD`3C�X MUST P�TCH N�INiNltt 1 LEVE: L F�`R ��-C" f5EI=Of?E PITCHiN6, r1) ;]OWN TO LEHCt I LL 3 4 3 -- 6 - _ __ i � CA— vll a 1. °��, NO. t1M►"►E IIEv�Oa By • {� lg `OWHNIIEWK-; vl , s I erO U CIWIL �-�1 T _ . R1493 n to .� m in ``. >. A**) F P`�., ,.,,�' AN 2 ~ , I 15 -0 I t ► ra ..... L 1`1 R , N f L5LN CLAR K E A T I � �.� W P R O i �. � COAYWF 0 ARCHITECTURAL AND CONSTRUCTION ENGINEERS ALL ( N5Tat_ l--_ATIONS MUST CONFORM TO THE MINIMUM REQUIRF- MENTS OF T1TLE 5 90x.nr,ROM f"��WAova (417)M49III OF-jSMI �L 2 LOG� t 11 TEST P I T �.66 NO SCALE REFERENCE . PLAN OF LAND IN V NAG WEST BP\RNSTAt3LE MASS ` I=CR CHARLES F. I TEST ekT + TEST PiT�L TEST PIT-3 FST PIT14 TEST- PiT'S i BERTHA M. H I l-_l.-A R iD N 1 LrL. _ ` 5.1 I;i-.. = '43.6 I<L. = y4. 1 EL . = 'i?-B >=1�• = 43.o E'Y PAVID H.aRE; N SuRVi~1'O� Rp�r� I _. DA E T 9roaso,L To Olt � �r�s;Y� T �Sof sr5 Sy TEST PITS I a �,0CLAY 51LTY SILTY S►LT3 - 30 -8H (TEST PIrS OF">wN 1 DROWN B 1ROWN I I CLAY 5.p _ _---- 3-c SAN _ 3,0 SAND 3,0 SAND G RAVE+- —"- 6.0 AND SAND s s tru o� hkN0 P�r3 W ITNESSE►� C-3Y , K. BLAN CHA tip C EC (AL.L TEST PITS I- _ f3ARriST'ABLE , MA551 tL'ROWIi 13'?OMNJ T. TACOBI HEAtT►-1 AGF-NT ALLTES-r P(75) WATEK LA Y 114 s KEY MaP WATEFZ A, 0 I }O I i i 4 � I 13Rnw N 1 CL4 j CLENIv � � �1 I i jpfEptvhq ! �c, rN/4 CLEAN f\I cLlrAM i ! FINE C FINE PERCGLATIp T N RATE L `�SS HAN 8 I'll INS. / iNCH � SGINp t 9�0 / / I r�►EOtuMI IN CL•EAIN FINE TO MLL)lt9N1 SAND AND TO TD I� CLEAN I�L ; v�� SAND STrZATuI` J 5atvcJ I ! �MEDIt)rl i f MEDtu m I ' .�,it p 1 Lill , FINESANiJHITE WATER ENICOuA ^4 TERE0 AS NOTED ( -TEST piTS I � 3Iz•t? -_�Ar1� ,� I�a� _ ►�e1 I O TE NCO RE EsT P ►T-5 2 y � CC�NTOUt�S --- -- N W A R E u N TE D (T , � ) , 77 3 EL-= ,30.1 'EL 31, 6 EL" _ 30,1 EL.- z9.8 F�-= 30.0 E X 1ST I N �=T ---- } � E D G,E OF W E T 1.•_P�IN D E L,. = 30, � , I 1MPERvIoUG, iNOTE MATERIAL- 'W ' THIN1 NOY`Eu AREA MUST BE _ --- -y REMOVED DOWN T-0 rOF CLEAN FINE TO MEDIUM SAND 1 10 .Z STRAT'W'1 AND REPi. A6E,+ ) 4iT'N CLEAN .�A25E. 5a►\Ip �— COMPAcrED Tc ►� INIMI�. E SET'TLEMCNT. � ` • 1 ._._. _ -�`� 2-z0- s --- \ t2W LL DE51GN " L(-` "L"\-T ' 0N5r 7 P If DESIGN FLOW 3 BEDROOMS x I10 GPID = 330 v,PD -- N Box LEACH PIT CAN LEACH :7 8z /. + Tr 8 6 = 14 65 GPD A , VT 9 )(' y 5EE NOT"r>` t� A-Y- I.-EFT- - A REA = 35, QUO S. F. IN STALL : ONE Sx 6 LF-ACH PIT V = N?--7. 55 GPD > 330 GPD R.EQ/D. ��" h r' T - � .. � - F� �Ct loo FROM T C ONE IOoo GAL. SEPTIC TANK , MINIMUM ALLOWED �x +s NCB � 3� � � �5 � r y � " EDGE OF WET►-4NP ONE DISTRIBUT-ION BOX --� , NOTE : GARBAGE GRANDER MOT ALLOWED WITH TH15 DE51 CAN � I�ao c TA o� � (10 � � M Bch X r i IN i � � '.-!^$ 71e• _ �_ of 't S • �i � -+ + `` .t= 46t 5 T'c5T Plr i O ob A _ 1, PRopc;5Et1 I 5't ,FQG�r^'vJEI - AZ-E1� \, i - Ex LNG [;KtYEW�IY _ I � / _......�...-- - � � TEST f:,T �r 1 WELL ITL'_ = LEP,LFi Pr' it , _ - ---- - &t ST+!v it Tr— `' xlsTly�. +- `a� '` wc-L� f3 E:N L t, rl ra RK 3 TOP OF- CONC. fa u t ICI 3f� EL, = y0,00 (ASSLAIPOE13) I R�\ISM COVERS TO WITHIN L GA N 1 `-O" OF FINISH k-7\RADE TOP OF FOUNJOATI' ti SCAL.t : / "= 3� F-I, .= 44 ie5 i NO LEAC tWG f=ACi_IT-'c[ V(iTNIN 100 of PI�OPOStr� WELL No Wt-LL.S WITHIN IGO OF FQZOPO SED L.EACHWI&, FACILITY 6 t 4 �' s 4 D BOX 1 y A SC H L40 PVC _ V „ ------ — -� - 1 G� c y DIA SCH. 30 P��c:� -9 DIA 5c1A . 30 PVC --- T_ - rr z LAYER OF %g" TO%. STONE IPoo CAL �L —�, I- THE INFORMATION HEREON i-�A :� BEEN o q �. tic. 2 o.s 6 'x 6' ' 'r� t PIR PARED DACCCRDI NG 0 THE ICE �.l i (.50 Ii• 2 D, (a h ° LY 1---J 3/4 T-O ( �2 STONE T R E N1 E ICI T 5 - E PTI c TANK ��L__ /� I PRECAST � OF TITLE_ 5 OF Tf-IE. `:STATE ENVIRON ' L NTA� I r LEACH PIT I � i3 `; i;� r-/SCE D15NoSN�.. ' OF la W SEEN ITARY TECS I ° ,t CODE FOR Ttti .� SAN ITAP Y SEWAGE I L- INE EXITINCA iD S.�X I"IUST i�ENIAIN ! ' AI.L LINEa � �y LEVEL FOR a'-c" 5E �.?=� E PtT� H►NC� PITCH (("IININIL4^1) G�1NN TO ! EACH �trey.� uf y„ /tea DAVID J.�y�. NO. W1TE REVISIOM BY i�.]t %IICHNIEwtcz ME E CIVIL, }tot( T� S� i � t�io. 31453 , I � �S`:/N.:l�Xs1` V4 � _::� W_ t.,/ k ��_...i +✓\ : .,s 1 � ! �- 1 "I 7^� pp--- 6 PPWECT . , F" A �1 15 -o t , U�uF I �` ! I._ i C_. L f LANC 41E�T 5k IF°iST.Ali.E h4A S, CowtaJErjgincei!ng&^n d t� MAT I F,4 LO PRO _f I_ t _ ARCHITECTURAL AND CONSTRUCT/ON ENGINEERS ALL iNSTAI- LATIONS MUST CONFOPM TO THE MINIMUMyREQUIRFMENTS OF TI -rLE 5 sox4i , ROUTE6a, c1»n. 3. �xosss 3 (617)2SS4511 ®F4. r ay