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HomeMy WebLinkAbout0435 POPONESSETT ROAD - Health (3) 9 3 5 �oraane.�tt p�acl CoY� - oi9 -oo3 --- - — .\ / t • •`• • s < 2 i 9 `} 'Al ^''4 �-.. .. S•_ : .. - a.1 ` ll ,`1978 January, , _ Mr:. charles D;. Spohr P« 45 Fells Road ' lmouth,°: Pias$achusettb 025443 e: .Sewage `Iiasposal System for Janet`R. Hoffman Lots 123A, Pmponesset Read, cbtut ' .Dear Mr Spohr: w ou are granted a variance to' install a leaching pit 135 feet ,r rom'..a ;well.'on Lot 123A,.:Popponesset,.Road, Cd uit, ,in lieu . he required 150 feet. t} 4 Sri. _tr You are taut konea, however, that requesting a v -riance after installing 'a well or- septic system ,-is `not :an'.'acceptable pro cedur®.: Nothing ihould be installed until plans:fare approved f nd a variance grall other Townof"Barnstable Health Regulations and Tit1e. V - f the.. State ,Environmental. Code� '$PP1y r , • , The septic syst®m, must }Je• installed in '4striet,-compls,ance wfthh � < our ..plan. Na; 281`2'7 dated 'December 28 19'�7 This vari ice_ expires February 1, 1979. :Very -truly-youss VII Robert L: Ch'ilds, Chairman Ann Jane ugh + a A. .W.Mandelstam M D. 4' BOARD OF 'HEALTI JMK/mm ,' i n cc: Janet R.' Hoffmann F F Fames Higgins : CHARLES D. SPOHR, PE CONSULTING ENGINEER TEL. 548-0623 REG. PROFESSIONAL ENGINEER 45 FELLS ROAD MASS. No. 7466 FALMOUTH, MASS. 02540 R. I. No. 2146 5 January 1978 ASHRAE Town of Barnstable Board of Health 397 Main Street Hyannis, Mass. 02601 Attn: Mr, John Kelly Rea Sewage Disposal System Janet R. Hoffmann Lot #123A Popponesset Rd. Cotuit, Mass. Dear Mr. Kelly: Attached please find three revised prints of our drawings #28127 showing a minimum distance of one hundred and thirty five (135') from well to leaching pit. Prior to our performing soil examinations and percolation tests witnessed by Mr. Paul Murray on 28 December 1977, the well had been installed and approved. Therefore, we now are requesting a variance from the required distance of 150' to 135' from well to leaching pit. Very truly yours, Charles D. Spohr, P.E. CDS:ms Enc: 3 cc: Janet R. Hoffmann 449 Popponesset Rd. Cotuit, Mass. 02635 Mr. James Higgins P.O. Box 684 Waquoit, Mass. 02536 ' TYPICAL SYSTEM PROFILE AREA PLAN + FDN TOP FINISH GRADE= NOT TO SCALE SCALE : I C_ FINISH GRADE OVER TANK= ` r .-{ FINISH ------ GRADE OVER PIT= rl ff I PVC OR O O • • • • o e �C. 1. TEES ,;' o • • • • • o • e BSMT FLR GAL. 4 • • r o • • • o o • e r _, ; L- c r u. R CONZCRTE 811 D) ST. BOX - o e + e • • e • o e `' TO BE INSTALLED ON o•: : ;b A LEVEL STABLE BASE • + + • • o • • 20, C7 SEPTIC TANK • + e + r • `;. TO BE INSTALLED ON A • • o • • • • • • e LEVEL STABLE BASE . e e • • • • ° o o Y 2"-1/8'L 1/2 "WASHED PEASTONE ALL i. ' ' ' • • • • • • • • • BRICK a,MORTAR COURSES AS AROUND FREE OF IRONS, FINES ' ' • • • • ` ° + ° ' REQUIRED TO BRING COVER TO GRADE AND DUST IN PLACE 24 "C.I. MANHOLE COVER 8t 3/4 "TO 1-1/2 "WASHEDCRUSHED LEACHING PIT FRAME — SEE DETAIL STONE ALL AROUND FREE OF BASE TO BE LEVEL IRONS, FINES AND DUST IN PLACE 'vJ1 FOR FIN. GRADE SEE SYSTEM PROFILE I - SOIL AND PERCOLATION c z � v T{.Y� C f � 4„ DATA r _ 1/ AO 8 PERC. RATE . : MIN,/IN. -- L 4" FOR INV. ELEV SEE � �. INLET ; o SYSTEM PROFILE 6�� TAKEN BY : C. D. SPOHR a LINE 0 WITNESSED BY: k� P;1.LII. - d► , c o; ' ' OUTER D Aw -3/'4d DATE". ` �_ y C F' 4c> TOP � w � 7, 8' 0 - . r e�: -i- 3� �c" - � ,r� - � CG -. , , -, � � . o d � INSIDE A. �-,° TE IT-GND ELEV - �� , � � ( ��'� �.� NS DE DI o o ST P �- '�, :.�., ClC` , . ° _ TOTAL Do 311 _ _ �° a T AREA > i,i•h.' J CIt iN, ° i , 0 F F-r (J`d} L.7 i • d 0 0 0 j O ' . J e ' O O p 0 0 D O 0ELV) _ o ,o-,• d p 6 6 �?` � �.�• r. +45.i ,'/Ak. - BOT. PERC. HOLE �F �D1=:t EFFECTIVE' DIA. DOWN LEACHING PIT SECTION t/ + , y t NO SCALE DESIGN DATA : Y% �►D' F Pt, NOTE: DO NOT RUN HEAVY EQUIPMENT OVER SYSTEM z � � NO. OF BEDROOMS 135' IAIN UI TAI CE DISPOSAL E ` — TO rEi\0fA P1T` VAF,1A�46 —i�t -r , � , ,. LEACHING PIT NOTES: EST. TOTAL DAILY EFFLUENT GALS. kE € . TLC BIB k3 i . CONC. TO BE 4000 P.S.I a 28 DAYS . SEPTIC TANK � �� ,~ GAL. 1-IAi ?'"`I T JAN ^ 9 7` �� �� 0T_ V;l • ro' 2 . REINF W '6 x 6 6 GA. W. W. M. �.E c; 'INkcl PI'1"'^* ' 3. 2 'AND 4 ' SECTIONS ARE AVAILABLE FOR DrTA.lL_ 0- GENERAL NOTES 14 � .,,� GREATER DEPTH REQUIREMENTS i . ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN NOTE: ACCORDANCE WITH TITLE5 OF THE STATE SANITARY CODE tt , EXCAVATE TO ELEV. OR LOWER AS DATED JULY 111977 81ANY LOCAL RULES APPLICABLE. FItF), T"clp ? t "' -+ : " REQUIRED TO REMOVE ALL LOAM AND CLAY CONTAINING ` L V, + " 1 0 7 � _ �' �` "� #' �`' -`"' MATERIAL BENEATH PIT. REPLACE EXCAVATED MATERIAL 2. ANY CHANGE TO THIS PLAN MUST BE APPRD. BY THE t BD- OF HEALTH. WITH CLEAN,CLAY FREE GRAVEL, MECHANICALLY 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, COMPACTED IN PLACE. ;SIDE AREA = - S. F.�_S.F./GAL GALS NOTIFY BD. OF HEALTH FOR INSPECTION. 4. FOUNDATION ELEV. MUST BE CHECKED WHEN COMPLETED. . BOTTOM AREA= S.F.@ —S. F./GAL _ GALS TOTAL AREA = S. F. TOTAL GALS 5, THESE EIEVS. MUST NOT BE CHANGED WITHOUT BOARD OF HEALTH APPROVAL. LEGEND 6. BOARD OF HEALTH INSPECTION READ. WHEN EXCAVATED. + 50.0' EXIST. GROUND ELEV. I r , �.JT L' IIV �"4 °� ( � � 50.0' FINISH GROUND ELEV."UNDERLINED„ �; :w', .• �, t�l;stLt��l . aJfsTU 4750' PIPE INVERT. ELEV. REv, DATE DESCRIPTION v - ARIF-T I I-i ®i'FMAKIN �A��� � �� I aka i t�. . Al...L C I. ��V,3 A, 1 %I : 1: r t� , A5 Z�►AC � ` I -''' "°} =~`�E-T Kim '' TEST PIT LOCATION SEWAGE DI SAL SYSTEM o AG SPO 0, c � CoTL,Ii' 1� 1A ��,._ FOR 0 o SEPTIC TANK JA_t•`�P T ; .. f10FI— MANN r Cl DISTRIBUTION BOX ��y-�,,�`* �� �, f'� •� ��1,� " U r ASSq� irk/ i # t, '"! P `�`t `+ESS ,,, . A r � _ PIPE CC T I 1 -r Twt 3 1 =?fi k $,� ' ,{ F .a )I 1 P 1 �" e t��. 4 C 1 . t T } 1 14 t :: X- �,... = Z'50- I f-Dy, i '`3 I,. '7'� i-ttt}+t-}-}- 4"BIT. FIBER PIPE TIGHT ` �� �' t�h�rl�s d7 `� I MASS, c __ ; 5" �^,,, ...-. � ,�, � SPtJHR \ o p Na 7468 DESIGNED: C.D-SPOHR DATE: ' D R A WI N G NO. PROPERTY LINE MIN, CODE DISTANCE DRAWN: SCALE:AS SHOWN _ CHECKED: C. D. S . _ TYPICAL SYSTEM PROFILE AREA PLAN FDN_, TOP FINISH GRADE= NOT TO SCALE .._ 3o' , . FINISH '; + �' FINISH GRADE OVER TANK= SCALE : I y GRADE OVER PIT=.=., -10 PVC OR 0 0 C. I. TEES\ : 4, i 5 • • .� • • • • eo " FLR T ` l GAL. 4 �, • e e , • • • • e LI j 1AJ Q'''.IA REINFORCE01 DIST. BOX e • e 1 • • • • • o e CONCRETE 8�� • • • • • • • . TO BE INSTALLED ON • , • e • A LEVEL STABLE BASE • e e • • e o e 1 e SEPTIC TANK e 1 • , `- TO BE INSTALLED ON A ► • • • • • • 1 e LEVEL STABLE BASE ' . 1 1 • • • • e • e • e ' r • 1 • • • • e • • 1 1 2"-If8'1- I/2 "WASHED PEASTONE ALL .r • BRICK a MORTAR COURSES AS AROUND FREE OF IRONS, FINES e ' • ' • • ` • e REQUIRED TO BRING COVER TO GRADE AND DUST IN PLACE 2.4 ��C.I. MANHOLE COVER a 3/4 TO I-I/2 WASH ED CRUSHED LEACHING PIT FRAME - SEE DETAIL STONE ALL AROUND FREE OF BASE TO BE LEVEL IRONS, FINES AND DUST IN !xi t PLACE PIE r-�° • ADE SEE SYSTEMFOR FIN. SOIL AND PERCOLATION c L T:Nt), —TO?-> C Ass f - ( 4" DATA - �� t` � � t ./ I [_ 0 ( — 811 PERC. RATE MIN.�IN. 4" FOR INV. ELEV SEE o �° INLET ". - � � ,: , ,' ,p,' SYSTEM PROFILE �� �� � � , TAKEN BY : C. D. SPOHR -- LINE , ; o =•6 a� OPENINGS W/4-I,/8�� „ WITNESSED BY: � ' i } *a` , 1 9©. ?C C' 13 , FWL Top — LOT ' 1 23 A � o" a ; ' ' � OUTER DIA. a 1 -;3/4 o _ ° 1`°� e DATE: { E > V 33,b ,•' 2� CIS S 7 _ a IN U TEST IT-GND ELEV. fi SIDE DIA ST P V. 4, , tag _ 6 o TOTAL 3 i w' AREA �i � ' �w_AT� tJ r= I � taE ° , • , , , ° ° p o p o 4 `' + p , G a p- , 0 0 tl • , 5 � .. . 1 ' F , N BOT. PERC EFFECTIVE DIA. t , .A DOWN - HOLE ' _---- - 4 SECTION E EACHING PIT v ,' 1 a w t 4 o: �, f� � No SCALE DESIGN DATA : z '` ; '" t NOTE: DO NOT RUN HEAVY EQUIPMENT OVER SYSTEM No. OF BEDROOMS OI�TAI�CE ? Ek.�._ � �" 4.7.ar p i��� 7"" +��.x�..:<,:� �' �� � DISPOSAL + � 1 VARIANCE ;t)inrf IMI,ar z��c LEACHING PIT NOTES: EST. TOTAL DAILY EFFLUENT GALS. i Oi' G T O 'aorv, 1 . CONC. TO BE 4000 P.S.I a 28 DAYS . SEPTIC TANK e"L GAL. 2 N 1-� N , J A'N, 0 7B a ' - oI 2. REINF. W 6 x 6 of j*6 GA. W. W. M. + 3. 2AND 4 ' SECTIONS ARE AVAILABLE FOR �, ' C"S"e'k11: 1�..1 to GREATER, ,� GREATER DoEPTH REQUIREMENTS GENERAL NOTES a 1 . ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN 4C1 , NOTE: - EXCAVATE TO ELEV. OR LOWER AS ACCORDANCE WITH TITLE 5OF THE STATE SANITARY CODE �- DATED JULY 1 1977 a ANY LOCAL RULES APPLICABLE. t > b, f-WD. TOP r B < "K�w�� T"o t�c� REQUIRED TO REMOVE ALL LOAM AND CLAY CONTAINING 2. ANY CHANGE TO THIS PLAN MUST BE APPRD. BY THE �JZ V' } caT �. °`� '" ' MATERIAL BENEATH PIT. REPLACE EXCAVATED MATERIAL BD- OF HEALTH. WITH CLEAN,CLAY FREE GRAVEL, MECHANICALLY 3. WHEN CONSTRUCTION IS COMPLETED PRIOR TO BACKFILLING COMPACTED IN PLACE. + , SIDE AREA = S.FIG S.F./GAL _GALS NOTIFY BD. OF HEALTH FOR INSPECTION. BOTTOM AREA= S.F. —S. F/GAL GALS 4. FOUNDATION ELEV. MUST BE CHECKED WHEN COMPLETED. TOTAL AREA = `'' S. F. TOTAL - "" GALS 5. THESE ELEVS. MAST NOT BE CHANGED WITHOUT BOARD OF HEALTH APPROVAL. LEGEND 6. BOARD OF HEALTH INSPECTION READ. WHEN EXCAVATED. + 50.0' EXIST. GROUND ELEV. M NOTE W � C°J 50.0, FINISH GROUND ELEV.'UNDERLINED�� ." , 4750 PIPE INVERT. ELEV. REV. DATE DESCRIPTION ALL. V[ _V 5 L- AS L 1_) O KI 1-OP AN FT f O 'I I._�, INN jAl ±EL � �� t a 1 #�:' C . B .:>140 0 TEST PIT LOCATION SEWAGE DISPOSAL SYSTEM ts, "& t. tm. �u el a y, j -1 0, 0; i CaT U I T` Kli Asa , !ITS 1•��. 9�' FOR O o SEPTIC TANK jjj Rl Nj ❑ DISTRIBUTION BOX `+ _. AV, E P AI,A Pf-4 .PAi� 0 F O ',,..AM PLANJ x„�► A BA �IN � J 4 C. I . PIPE # • Charles D. ' I �-, F'O� . S_a 1- K � C-A . * . r, ,,��� 1 C—Y', 1_ __� 1-rH-fttt{- 4��BIT. FIBER PIPE -TIGHT JOINTS � I SP©HH � ' � � �, i����. , K 40 �¢�a of�4 DESIGNED. C•D.SPOHR DATE: DRAWING NO. - --- PROPERTY LINE \ApFS T F,j,��1G MIN. CODE DISTANCE � Fasc_r� � DRAWN: SCALE:ASSHOWN CHECKED: C. D. S , AREA PLAN FINISH GRADE= `� _ + FILE TYPICAL SYSTEM PR g FDN TOP NOT TO SCALE m FINISH SCALE : I FINISH GRADE OVER TANK= . _= GRADE OVER PIT= ri o � PVC OR 44 O O • • • • . • • e o , .C. 1. TEES r :, e • • • • e • • e •44 BSMT r ► • e e • • o FL R GAL. 4" = � i, e • e e • • • r • • e e "; r ra ., `. REINFORCED DIST. BOX t.l Ja T 2 1� "- ' ROAD CONCRETE 8 TO BE INSTALLED ON ° • ' ' e A LEVEL STABLE BASE' • • e o e • , • o • • e r ate._-� V t L., +_ � ,;„" . SEPTIC TANK e e • :, TO BE INSTALLED ON A • e •. • • • • • • e LEVEL STABLE BASE 2"-1/8'L 1/2 "WASHED PEASTONE ALL r ' ► • • • • • • • • • • �' BRICK a,MORTAR COURSES AS AROUND FREE OF IRONS, FINES ' ' ' • • • ' • • ' -` REQUIRED TO BRING COVER TO GRADE AND DUST IN PLACE 24 "C.I. MANHOLE COVER 81 3/4 "TO 1-1/2 "WASHED CRUSHED LEACHING PIT FRAME - SEE DETAIL STONE ALL AROUND FREE OF BASE TO BE LEVEL IRONS, FINES AND DUST IN t PLACE � . I + — FOR FIN. GRADE SEE SYSTEM PROFILE = SOIL AND PERCOLATION y _ DATA M ��T (-�` �� � s' PERC. RATE IN.IIN. F - - - - — — " � o•- � �,a' 0 R i N V.E L E'V SEE , o , �,° , � � " INLET SYSTEM PROFILE TAKEN BY : C. D. SPOHR LINE p6 J, _ �► OPENINGS Wd4-I/8" WITNESSED BY: '\SIR r'F\Ui~ LOT- , a a , 49 C G l~NL`�, TAP ? _ - 2 3 A 0 OUTER DIA. a 1 -3/4"0 _ o ,e DATE: r. I t K,:v + Z3_16 e.' ' mo o, U I S.F. 7 -.0 6, a 0 INSIDE OTA L o 0 TEST PIT-GND ELEV. - d • 0 AREA o 0 3` , '1 ;3 _DKf4 lvtJT C k"'.T'44.d(x```R 3.='pL�r'{�, a{Y- { R .. - • • o 0 0 0 u `•'o i o ; a '_ { ...... r"" .Ile'`h FS*.,, 0 0 0 ♦ ,` O1 ' +• +wr!Vie-eV '"a i4'a t. .. 0 0 0 0 { r � r g ;.5 ,.9 ��, +�. �',�1..�.k,v " v _ BOT. PERC. HOLE EFFECTIVE DIA DOWN 4,6 ¢ , � '+ �E } I �. :. LEACHING PIT — SECTION ( ! , r ` q:,, a ' , <>r� 1+: NO SCALE DESIGN DATA J NOTE: DO NOT RUN HEAVY EQUIPMENT OVER SYSTEM p - j NO. OF BEDROOMS �0 135' MIN, VI�aTA} f E €Etl_ �. � _—.•. -- Carl ' I ' � ,. t DISPOSAL 0`14 - �, LEACHING PIT NOTES: ' TO l..$_Ar_fi ITV - '�Afl-'rA#4 .. � � ivri .1�,o•rio10 �,��� EST. TOTAL DAILY EFFLUENT— GALS. ;;?I~t AP E30 I . CONC. TO BE 4000 P.S.1 a 28 DAYS . SEPTIC TANK ' GAL. ...% _ � a �� J11 rt: �0 " 2 . REINF W `6 x 6 6 GA. W. W. M. t' ' CAS" c .Pt " I �^ rtlk 1 PIT—, I ZEI; ;, 3. 2 'AND 4 ' SECTIONS ARE AVAILABLE FOR GENERAL NOTES GREATER DEPTH REQUIREMENTS 1 . ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN j < NOTE : ACCORDANCE WITH TITLE 5OF THE STATE SANITARY CODE { EXCAVATE TO ELEV. OR LOWER AS DATED JULY 1 1977 aANY LOCAL RULES APPLICABLE. ic. > , 'Fwf). TC)P , IC B , F"ND, o P' REQUIRED TO REMOVE ALL LOAM AND CLAY CONTAINING ' F Li::V, + 4 1 01 1 � : 'V + Q. ;L- 2. ANY CHANGE TO THIS PLAN MUST BE APPRD. BY THE MATERIAL BENEATH PIT. REPLACE EXCAVATED MATERIAL BD- OF HEALTH. WITH CLEAN,CLAY FREE GRAVEL, MECHANICALLY COMPACTED IN PLACE. 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILUNG ► SIDE AREA = S.F.0 S.F./GAL GALS NOTIFY BD. OF HEALTH FOR INSPECTION. 4. FOUNDATION ELEV. MUST BE CHECKED WHEN COMPLETED. BOTTOM AREA= S.F.@ S. F./GAL GALS 5. THESE ELEVS. MAST NOT BE CHANGED WITHOUT BOARD TOTAL AREA = S. F. TOTAL GALS OF HEALTH APPROVAL. LEGEND 6, BOARD OF HEALTH INSPECTION READ. WHEN EXCAVATED. + 50.0' EXIST. GROUND ELEV. ;� • 50.0' FINISH GROUND ELEV."UNDERLINED�� �„ Jra t' � �' U . V:Ei_:.." A4PiT DI%TAkIC1F -RF*0 f" 4 , t£ AL °ate 4750' PIPE INVERT. ELEV. REV. DATE DESCRIPTION f- LL �. I*_. f7V� bA&V_!) 01N. T0V" .J Aviv:� 1�. H�IIi<I^A.;S�-�h�MN ,.,��I�E....:� i'�:..�'°:�3 4 fa E�C 1 'r" �, . ES $�. �#��3'1�!N � � '��-� ��� � - '` ` TEST PIT LOCATION SEWAGE D I SQL SYSTEM _ �-� � �t }-� o SPO 0 o SEPTIC TANK FO,R ... AN- ❑ DISTRIBUTION BOX {� -ur IWAS� 1, 4 �1 P I D. n1.1''.,.� Imo'I-.,'��.0 1'��I`�.� �` �- `::.I� F ��,� � I�..i x„� = i.. �:�� I I �3.'•�•�..h.J�-b'..T"��s "-'�"' 4" C. 1 . PIPE ' -tttttti-H- 4 BIT. FIBER PIPE -TIGHT JOINTS o SPOM ^�" ✓, r a ` � No, 7468 n; � DESIGNED: C,D.SPOHR DATE:' ' DRAWING NO. -- - PROPERTY LINE DRAWN: SCALE:ASSHOWN — �F MIN. CODE DISTANCE = CHECKED: C. D. S . __