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HomeMy WebLinkAbout0098 CONNERS ROAD - Health L-71 CONNORS RD., CENTERVILLE A=251.020 10 UPC 12534 No.2_ORS HASTINGS,MN TOWN OF BARNSTABLE p� LOCATION y9 Cohncrs SEWAGE # VILLAGE /_ rvt 7Prd-'Ilf ASSESSOR'S MAP & LOT 1-G 2A INSTALLER'S NAME&PHONE NO. To/,, Au lt0 ya?S- qJr `� SEPTIC TANK CAPACITY /SOO ti LEACHING FACII.TTY: (type) (size) aOff' %O `laL NO.OF BEDROOMS y / BUILDER OR OWNER ,S^hr v le-e PERMTTDATE: 7/3 " 16 COMPLIANCE DATE: =L/ -9�;2 _ Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 1 Feet Furnished by ''y s 07 3 ? ,� D 000 A !3 A .21/ yap' �y� � C 'gyp y h f1/10 �p� /5 voS Z. Ir r. /p�wX5i0 L Xo2 �!J w J � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in compute Yes r PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppricatiou for Mi5 gaY *pgteuY Construction Permit Application for a Permit to Construct( )Repair( Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Clkfn. ON wnneer's Name,Address and Tel.No. Assessor's Map/Parcel [�G Installer's N e,Addr s ,and Tel.Nt�. Designer's Name,Address and el.N ��/Y1V S A L10 �� � Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Opp Nature of Repairs or Alterations(A er when applicab Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued 7b this Board qqealt Signed Date 0 Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued No. i- Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes / PUBLIC HEALTH DIVISION -.TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprication for 30 5 gar° pztem (fongtruction Permit Application for a Permit to Construct( )Repair( Upgrade( )Abandon( ) ❑Complete System O Individual Components Location Address or Lot No. �,r51A( AI Owner's Name,Address and Tel.No. Assessor's Map/Parcel �� „ Ls•/r V --D - Installer's Name,Address.and Tel.No. Designer's Name,Address and 1.N F+ F Type of Building: y f Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank ! Type of S.A.S. Description of Soil . t f __J Nature of Repairs or Alterations(A er when applicab t Date�last inspected: - Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system %r in accordance with the provisions of Title 5 of the Environm ntal Code and not io place the system in operation until a Certifi- ,�"Cate of Compliance has been issued b this Board q lealt �d Signed ` A A A Date" Application Approved by _ ... �s _ Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS ,4. certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded X Abandoned( )by w at has.beed constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer. The issuance of this r—t-4 shall otbe construed as a guarantee that the system will function as designed. Date ' `' Inspector ~ Y — -----;;---------.----------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migool *pttem (Construction Permit Permission is hereby nte�c} ,to Construct )Re air( U a ( )Ab ndon � System located at '� (� and as described in the above Application for Disposal System Construction Permit. The applicant recog izes his/h r duty to comply with Title 5 and the''following local provisions or special conditions. Provided: Cons c 'o must eted within.three years of the date of t ' e t' Date: f Approved by i n > ` c TOWN OF BARN STABLE p� LOCATION �� 4-041h0rs SEWAGE # VILLAGE lPH7rrd.��� ASSESSOR'S MAP & LOT 1S1-GaA INSTALLER'S NAME&PHONE NO. //0 yak- 9;s SEPTIC TANK CAPACITY /5-00 y o`l S to /oA LEACHING FACILITY: (type) T- 60O'S (size) OF Ok /O NO.OF BEDROOMS y / BUILDER OR OWNER �S^h v �Z� •/�y S PERMITDATE: 7/3 r �� COMPLIANCE DATE:/ Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �` t �P O ono 13 Sa' a 7 " aq' 3 ySG' 3a N 71 G� �a ✓.-"T �h I , ­ -, I-------- -_----_--- I - I --,-------�---------�----,------,________ ­­_, - - ---------- _­­­--.---_ I - 1-1 I --­­-�_1_________-_-­--­ � I I -, � I . -- I � I 11 I I . 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TITLE 5 1 , I � � -,11 41 � 'f .,% ,� - . 1. i , I %%%% I . I I I I - I I A. �, '' 11 I , 1, , ,� �1,�, ;, ) .. � 4 I i .A % I TIONS FOR . I � ,�-_ I _y"_ _F`j , �jL� , I " CD IF"T I * , - 1�:� - I 01 �:,.i I 1. � ;k t, �� _w\ _Z�� 1<7___�Ir - T � T*�T -I I �, ;,�, I . AND THE TOWN OF - . ­ ­­____ ,--.7 . I I I . . . I I . jh-� " ,.,- I ­�_ , ,;��:, � $ ", I " . -1 I I . I . I 11 , I . I . � � '� 4 ��,,, 1�1, '.., � I . I I I ,, I � , I . . I . . � I I . � . I . I . . , . , - I DISPO AL 0 1 � i I � � I . .4, .1 ,17� 1 ' , , ,� , . I I . I � - , - � i Il, . I � 'THE SUBSURFACE' F SEWAGE. � - I I I I . I I I 1% I I I I I I � 11 I � . I I . � � I I - �, Iv., ?, ,,,�,.�, �.. ! I . I . A, I I , I I I I I . I -, I � I , , I . � I I I I I I , '. , '� '1� . L . - � � I " I . �' I , � Z, , _ _ . I , 6 . ""o, , t , , I . I I I % I . I . I I ..I � � . I I � I . I I % I- I . ,I�,:, - 4., ,�, , i , , � I I I I I . � I I I . � I 11 ! 11 I . �I I I . . 11 � . 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I � I I je � " � I I I , , \ '% I� , , � � A'i�,.�',L , ," 17,4,A :1� ,I . " -I . . I - I I I I I I I I I I I 1, I I I 11 , , , �, ,�­ ,\ t \'l, ,��a ,� I � - , I_L--:�, 11 I "i .� � , �`.,�,,, I . .: . 3.' ALL,COMPONENTS OF 'THE SANITARY SYSTEM SHALL BE CAPABLE OF I I EL-Ii-AD . ^ I t_% % I I I I 17-,-.. � 11 11�� I , I ,, - : I I . I . . . I � I - - : I a I . I I I 1, � � I �.� , ; I " � , ,: �. : I . � 10, I . I I s ��� I., � . 1 2 CLAS� 1�8 - 2 LEVEL .- - 1 : I .: ,,, ., .1. - ", I .. . 4 . � I . I -1 I I I � . . I 1,t,I .�., I- I � I -1 15 , , I . % I I . � I I - -T ' � I I I I� � . . . WITHSTANDING H-10 LOADING ,UNLESS THEY ARE UNDER OR WITH.IN , . � � . I U__=====0 I I i r I � .1- -FLOW LINE I I . . I I '� I I . I I -4 F'C�12_5jtA _� . I I � I , , , . . I . . I . ' � I I . . I I . . I I I I PRESSURE PIPE I I � - - ,.P- , . . .1"",, ,' ' , .I- -�OF DRIVES OR PARKI,NG. H-20 LOADING SHALL BE USED UNDER OR WITHIN I - I . . � ,�� . 24" C.1, .,�� ". I , (PRESSURE TESTED) . I I J, . . � ,, , � _ ,� : : ' 11 11 � . . � - I � .. I I 6_t) �IAuLk�V�0� ,'r ,, 2' MIN. - 1/8' TO 1/2' WASHED STONE , . v, � , , . , � 11 ­ 10', �GF: ,DRIVES OR' PARKING UNLESS NOTED. � + , I - -- � () 1 . I FRAME & C04R � I � I � I I I , . I . I �. � t.. I -� . I . I I .1 I I I 1. � ­ I � I . I I ­11 I = 11�1 - 0, WN. --_ -I I . . TO WITHIN 6 % I CHEO( VALVE 1 . I . .I � -T`�, 41, t,q L V,rz.w I � i � I I � 1, .1 I I I . _____\1��v- .., - ,- -Al.4 ,. � _L1 I I I I I 119,1 I I . . I ____0 I I ---ML- I . ., �: �I . I I ­�� w . 1 4., THE , ACTOR SHALL VERIFY THE LOCATION OF ALL . I . --'-'I t�l V T--:,-',',k<. t>L17 Llaj S . � . j, � I INV. EL. ,4n�I � OF FIN. GRADE , i r-2" GATE VALVE 5-1, � I --- - t I� . I I I �, I .11 I 11� . � . � ; 1."10 . I I � % I I I 1. I . I � I � . I - 6 � - k t5 16 I - -7- - �, I I � I I 'k I :,� . �, , I I � I I I I I I I �� . I I I . . � . I I I I f I . � "� . I I A& "� 'V te j I I �, , . � 11 I SITE UTILITIES PRIOR TO ANY EXCAVATION. I . 6 I I 1: '.1 � . l I I I I .11 I I I I . I � I � � % L I I . I . . ,� 1 . 1. . � I. I . I I NV., EL - I- INV. EL �,�.�,�*,, � INFILTRATOR ... i "t I . � � I I 11 . I ., � ' ' ' ' . I I I I _w. 4' UQUID DEPDf , I . . I I I . I I � T - . .�= �--l-, - � - I l - I I I ; 1 . :­ 5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. � I . - I - - I I I . . I . . .- " �­"­;r.­��_ - Z.to - 1 4_�0, . ' '. I I I I I � � � � ­ �-I:' _4­_-= 1 _--ti, , - � -0 -_V . � . � I � � I : . I I I I ., 7," �_\/L�__�a_5_ I ') Z,- 0 '5� EFF. DEPTH I I 1, . I I I .1, 1. . .. ,��pl�,V'11� I I I I I . "..... .I m __3 I-- ­­­ *- - -_ _­­_ . . .9 . - k� I I I I. � I . I I I . I I I : i I I . I I. I I I . . � ,I . A(�,-o � ,� I I I 1 14 - 1 1/2^ WASHED STONE I I I � I �,�, -I I I � I I I I I . � I I - I � I I � ,�� I I . I I I I �, I I 1, . :1 - I I , - i 3 1 CP . I I . I � �. � � ' I., I I' ll 1. ' ANY I MASONRY, UNITS USED TO BRING A LL BE I�\ � � % . I � I I I i I - .__ 7 . I I � I I I I 4(.,o ' . A 0 . . INV. EL I I . I . . . �­; \0 - I TEL.5z,.!� � �, 0 .,:1..�, I I I 1 6. . , 1 I I I- . � 11 � . _. . I., I . I - . , , , I � I 4 . I I . I I � I . I �. I I ; ___.___,__________._. __:=___==7=j_ -- -it , � � . . . � I I I I � I � I I - .1 . 11 .11 . , -, "" '�� .........- . INV. EL � � I I � I il , 11 % ­1 I � I. I � I MORTARED IN 'PLACE., - , I � � � I ----,��.".-.-W"�:��-:z-x���,=�,,.,.�7f,:�;,:--��.:��*�,,�,;�-=- Z��,'�='=__f:,..:�_ �Z � . . )� I I I I . I I � I - _____�__-7-­­1-­ , I I � I , ____,_,_,__,_,___,___ � . 1. .1 I �, � I I L . I I I 11 . 11 I I I . I � I I I �17__^­­,�,�,_�:� ", - _",:!=�1_.­.,:­:7.7 , I I , Z,� I 1w . I I I % I I �� I i , 11­ _:�, 1, _77�_-7--,�-I I . � I I I % � . I 1 � � � I I 1 - I I I I \� I I I I I __=_��,11.1�­,­ ��',� � -.1 I ­_ _­­ -­-.- I � ,­­­_----­­_­_ � � I � � : ALAM ON - � � I , I . � I ' ' I I I I ; . I I I . I I I . I I I I I I . - I I I . I, I I 1. � % , . � I I I I I I . � . I I I � . I � I � I � .1 11 1, . 11 . . ; . - AO'LONG , -A_0 WIDE x _31�EFF. DEPTH , � I 11� I I I � I I I . . S.A S � 11 I : � I I A I I � . . . 1. � . 11 � . I . � � N' - I 6 I I � I � I I . I � I I 11 . I - 3. 'FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. I . I I 11 I ­i - I - 1 . I I I I I PUMP 0 . , ,1� : 1. % . PRECA WITH ��HIGH CAPACITY INFILTRATOR I I I ��"..; � . I . I � . I . I . . � _ I I I � - I � I 1, I � I I I I I I I I �I � 7 I_<C,0 C_kA-�11"J�A "--w �__a A��-T-A_1-,k"r, . I � 11 (-� ' ' , 1 I I I - I � I 11 I I I I I I I � . % I I � I . I � I � A I � I � . . I I � . � : 11 � % I I I � I I 11 t I , . I I I DISTRIBUTION BOX I 11 I I I .1 � , I .1 . i I � I � % I 11, . I I- � I , I � I I I I I (� I I I I . I I I I I I I � I I I ,. L I I � " � � ''I. I.". I � . I I I I � . I I � I I .11 I .,�.�� � . . ��'', . I 11 . I I I . � � � I � . I . I sr-F_ -T,;kzV-Ly_ 1-46tr_s) I I PUMP OFT - I . .1 I . . -,-_ - _.� li�xls r I . I . I � . � . I I � . � � . I .. I I � I . . 1 - 1 ��,A� � . � � . I . .1 - -D I 11 - I I % � . , � I I . I ,. : I . . I I. 1. � I I % I . 11 , . - �A_70 A_,ON I 1". I� .� , . I. , � I .1 . . I I . �I . 11 I I .% ,�f-� . I I I I I .1 I I . I � I � � . . � -�A ,A��I,00 ,�, ! I -__j I __j � INSTALL ON A LEVEL BASE - I "11 I I � . ,� . I I .11 I I I , I � , I ,I ,% . % . I I . I I � . 11 .r � I I .. I I I I � I I C_kA A.�,A-S'C�V-S I I I � � �. % �.I I I I � ,, I I . .I �, I � I I 1�) 1. � . 1 I . I . I . I I . I I .� � 1z zrl S Ill:>� ­ I . 11 , � . I I I I �� . � , . I 0 101'5,. , I � I I� � � I %I . � I -S b . I I % 11 . � I I I I I 11 I e I I I I I I . . I ____t, �.I r� I I",­ I -1 I .1 I I 1 .1- I . I I . � � ,� I�. 1, . I I �I I I I I "�_) V,---� � . � I I : I Z" 'r:NA ' I�.:.- SM"'­:�Z��­�-,7777�7-- - � I . TV-, . . . . . . I / 11 __.­rl­!��- 14A7MAL BEARING I - I MINIMUM WALL THICKNESS - 2" 1 1 1 ? . � I . I ,� � � � , I . 1�3 1 1 1 1 1 1 1 � � I � . . . . I I I I ---- . . � I 11 I I .. I � I I . 11 � AO I I I I ..��':=::Z��._' ��_�_-� .,7-'- --------'=-- . I I . ,�.,,\,'> . � 11 I I I I � � A . .1 . � I I I . � a � , , b .1 . I / I I . I I I . I I . I I - ; I I. I � % .........m_­-­_­._­­­_��--------1,.­.�._,_,..z=,::::__1:1 z__.:_:===1n,n,_ . � I . � . � I I "I I �I I I I . - I I - . I 1___11" � � . 1. . � I � I I I. . I 1 . I .I I - 12" 1 1 1 1 .. 1� .�. I . I I I I I � . I I . _S�5:-o Z.� I � � I I I . " , I , I I % . � ­ I MINIMUM INSIDE DIMENSION ��, 1. ­ I", 1� I I I I I I ­ � I , I I i, I I . � I I I � " - I � I � I I I I . 11 � � I � - I I I I . I . - 11 I I . 11 � , , " I % . I � I I . I ­ I ,� L I I � I I , � I 1 -4 e. -i 2- . - I . -.1 . . � I I I 1�1 , I , � � � I I � . � .� % �. % � I . 1, 11, - I . � � � ,- I � I . " , . .- �� . I I � I . ,j N , � .,�,bi I I . � . I I . PUMP CHAMBER - OUTLET INVERTS SHALL BE EQUAL�TO EACH I I I . ll - " I . 11 , I . I I . . I I I I . \_P� I . ., . I ­ . I I I I. I 11e.",\ , ,'. - I I . I I -1 - . ,,%s--,v I � AA I - I I I . . � . j I OTHER AND AT 2' MINIMUM BELOW INLET INVERT. I I . � 71 1 � � I � . I � .I I I I � . I I I I . I I I . , 1. , I I . 11 ,. I / I I I I I I I - � . I I - I I I , I . . I . I � I .1 11 -. . I . . 11 I I I I � I � I � . . � I I I I : �': - . I . I . I . �I a . I "I � I . . I ; I I I I � I I �� I I I . 11 . I . . : I � � 11 � I I � I I I X I . - � I . . . I I I I I I I . I I . � . I 1,/ I � � . I I I . I . I i I . I I . I I I I . I I I . . THE DISTRIBUTION LINES FROM THE DISTRIBUTION 13OX , I I T�_�t-- 5,1 1 5- I .q � �, . I I . I I I . I I . � I : � � �. P - - , ,S � I SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING . ., �. - . � .e� ­. I . I .0 . . I / * � I � I UMP CHAMBER CAPACITY. 1004t !!��s . i � � I 1 . �, . �. � I _Iq Iq , . I I I -I' I I : . . � � . � I I . I I - I I I I I I 1, I ' 'I I �01- 1'e � I I I - I -1 I I I I I I I / . I I . ! . . - I . I I . I � I I I . THE,DISTRIBUTION BDX TO THE HEIGHT'OF THE :DISTRIBUTION � � � I . , I .I 8 � . � . '? 1, �, . I . I . I . � .�, I . r I � I I � I I I L I 1 4 1 ; � � - " I I I I I I �� 1, I I I - I '.I I I I . I I''I � I I I . I I I / , . A4P I ", I I ., I I. � I 11 I I . I - I I - � I I . I LINE.INVERT AFTER-ALL LINES HAVE BEEN SEALED IN PLACE. ,, I � I ; ­I" 'a/ � . 1. I , . , I I I I 1 1�19- , I , I I I I 1 . . I I I I � I � . I 1. . � 1. . .1 . � . I 11 I I � I I I 11 . � � I . � I I I . . � � . , - I I I I . � I � I I I � z . I . . - INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE � . I i, I 11 I I I . . .11 . ,,,, ; 7 1 1 1, , I . I I � I � I � I I � I I . � � I . I I I I � I I . . . � I � I ,I I � I � . � � I I - , , I AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE � Z*Z-' . I . . L .. . - - � I . . . 1 � I I I �,1, - I- , . I , I . I I I I ' M r--IZS \4 � "I . I I . I I I 1�,� � � I � I I - � I I FICATIONS: "m , . I � 11 . . I 11 I 1>1 I / I � / ,� I . i�l � I 1� I I � � ,� I I 'A LINE OR RECONSTRUCTING THE LINES UNTIL ALL NVETS AREOF � �,` 1� . I I � I � I i I I I I I .% I - 1,� .� , I . '. , � "I I � . � I rj ,Afb ' I � I �I I I I I I I I : A/-Z_ \_�N7 -- - I � � � I I � I f � � . I ,�, 'j I�:I��, , . I 11 .I . . � I 11>1 /� 1 1471 1 / . /", pump and fill existln esspools .. � � . . I � I I I I I . I � . � � .. EQUAL ELEVATION. , I I I � . I. 1 _i __ �, � 1,1. I � . � 1500 1 GALLON I PRECAST REINFORCED CONCRETE SEPTIC TANK . . I 1 / I I 01 I � I I . I . '_ . I - -.40 C-4mim. @ .1A TsA.-t� I, I I I I.� � I . I I I I I 11, '. ..I I I ,1' '..,11 � I .1 11 I I � . � .� I I 11 I - I I 11 I / I I I I I � . 1 , ,.-. � I I . I I I 1. . I I I I I I . I I I .1 I I 1 . I I I � I I . � . . RILI'l ,_'. . I � � I I , , _�' 14 lw*w ,''11CIA"3> �,� I � I I lb � I / I . I I . I � I I I � . . . I . I � I I I I . -T-C."t-A-t� ,�_,_ - I I..,1,�'.�� �l i z I I I I . il 01 !�t I I . I I I 1. I . I I !L.= ;�A,S_I I .1 . . . � ' I . I � I . I I I , '44A .I .� . I w .� , I I . . . t, I . I � � I . . . . � .,.,'_�� - . I . � .. � I I I V, I '. 1 , � �, MINIMUM CONSTRUC11ON MATERIALS PER 310CMR ,15.226(2) � " , , , " . ��,_�. , \ I I , . ,, . ,, ,�, ) . . , . I . 11 I . ,. �I.\I I � . � I � � k I ..� I / . 0 .1............. . I � - 11 I / � ,� 11 . I I � I � � I I I I 111 � I . I . . I . I '.. ,k­A�6 , I PUMPS SHALL BE FLOAT ACTIVATIED WITH THE,FLOATS ' ' � . 11 11 I . , � I I I - I I � � .,I I I I � ; , . P I I . . ,. I � I I I I .I I ­I - I I I I I � , I I . � 11 . 1. I - I I I � � . � I I . � . I ,�� I I I I I !,� . . �z . . . � I � I I I I . . "� � I V�. , TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND I I 1�1 I I/ I ---I" I , I I '74c, . � , I i U I . , . I I . . , SET AT THE INTERVALS SHOWN ON THE PLAN. ALARM I � . I i � I . I . � I .I �.1 , 1. '.., ,!, .�. I 11 I.1.1 I � . i� � t / � 1. "'.., % . I I 1. LIGHT SHALL BE LOCATED IN A CONSPICUOUS LACATION . .1 I I. . . � I . . I I � I . I I � I ­1 I � I . I I I I I �, � I � I I ­ I SHALL EXTEND A MINIMUM OF.6' ABOVE THE FLOW UNE I TP // % ..'. I--, Z_qz� -A I I � WITHIN THE HOUSE AND SHALL BE POWERED BY A CIRCUIT , I . � � r . �. I . I . v, )O / . / / j � I I I � I 1, A, I . I I I 11 I I I .. 1. I . I OF -�,HE SEPTIC TANK AND BE ON THE CENTERLINE OF THE I ­ I I � I ... . I "I _< I . I I I � . . � I I I I I I I . ; . ,�,.'j I , ,'', ­., I . I - I I I I I . proposed % ... 0 I /,.L ' / .1 ',SEPARATE FROM THE PUMP POWER SUPPLY. � 1� � . .1 I I , r I I I I . 1. I I ! �,� ; I , ! �, 11 , SEPTIC TANK !LOCATED,DIRECTLY UNDER THE CLEAN *GUT I I / .,/150 1 ... [ I . I . . . � . . I . I I I I I � . I I I 11 ) . . . � , � P, I 11 . � I I I . . 0 gal/tanl�., I � 4:11/ . .I . � I. , � I. I I I I I I . - � � � . . . I. I . � I I � I � - / - � I I � . I I : . 1�'�-��, �' . "MANHOLE. I I� I . I � I ". , . , �/ I . I I - I . � 1. 11 � I � " I . � I . I . . I I . � � I .11� - I I � I . I .1 � � I � tp `�. I -,,A-* � i I I I I I . I I I . I I . I I I . � . . . . .. I . � . . . I I �I . I I .1 I � I � . I f � � I I I . . � 11 I :1" � �, . � . I !,4, ,� ,, r I � f� - � I I I I I 1P , .. / � I 11 0 ,'t� 11i I I I I I I I . I . 'A I �".. ',t', -2" NOR LA � � , 4co � -,� I I I �0 I I. I iV , 1 .THE INLET PIPE ELEVATION SHALL BE NO LESS THAN . I 0. " 0 ?� . 0 � 19- 1 � �., � . I I I I . . I I I . �� I 4 � � , . � I. I � %. 1p, .. I � � � f r-67a&" (:�V ­t._r ' -,�x -iE�-�S%Nxrlp,Lx_� -T�� -_-..-"V I � I I I I , I - �, _ , _X _: SA\.%* �� ,�,� , " ; . , / .. I j / -r�4, _ __ � ,I . � J,�,J.." ." � MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE , ' � I . I I . / 0 . � 1 : � , � . � I LL'jzVw1A% I .1 1. : . � I I . . . . I I ,' , I OUTLET PIPE, . I I � . 1. . I I ,� I . I I I . I . I . I I I . I I . � . I I I . 1 � I �*� I I I . � . 11 4 I( .. 1. � 0 � 1) t I � . � I .. . ' 'I . I . I . � I '' I I I � � 1, I I � 1. � � i - .1 I . S. I -> . 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I �, , I 1, � I , , ,,WVPAC I . I - � ,4e I I I- i ,%., I I � �, I - I 1, .. I . I I 1, I 0 1 1 , , - I , � I I I I . I I I . . . I I 1 0, : "�.I � I I / d ,� r, � A L., % I . 11 � I I . � � r' . I I I I SURE STABILITY AND TO PRE-VENT , ' I � , , I " .1 ., % , I � - I ­_, I - ; . . . . , , . . , - , . I � I - I I -I- -- _ � -_ �---- 1 , . ­ � I I : � . . I : � . , . , , I � I I I - 1 I I I - - -_ _­ -:- - -, -­1''- - � �, f �, �,,­ I I .I SETTLING. . I e , . I - � I , _ - " ,�. . .� �. L' HAS BEEN PLACED .TO EN I I I I I I . � � . , -.,, , I I I I I � �, I :_- I 1, .0.10, �, I % / 4 �, , / . . I I , '. , , '�, � - - ___­ 11 - - _', I . ­ � ­ -­ ­­­ ... "I - -­­ - -_ _ � � - �_ _ . . � , � '!;�, �'N �,L. . I I I "____i__ I I - o, I I - ____.1_. - I I - ,. . � � I . I . - _____,___________,_ - -_ . , __,-, I I . r I—. " I I 11 . ,� .�� I .I - . . I I I I � I I � I .- - � J* . .....__­ . - -, -4____:_zz ­ -, 1r,4'-- ,-,� - - , I I . � � � I 11,� . �;, �.I" I I I I I I I , , . � _� .. 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'­ � � .. - y -A �- I � , , I I I I I I I I I I I I I I -, JOHN & LOUISE WYKOFF . 11 I : I - � GRAPHIC ' SCALE 1 . 1. , ,_ - , q,1��t I . I 1, '' � ;1 � I . � I 1. � , � , , � SOIL OBSERVATION, DATA: I I I . . I � � \ �1! , DOYIJ. I �' __�, �., . I ,� I . I I I I � � r I I � . I I I I . 11 11 4� - .69 I 1 7' . I . I �I � � . I � . I � � � . I . I I . �, No, ,�17� 1 1 1 � - n " ­ . . . � 17- %R)ko ,I� � I I . WATER TABLE CONTOURS � RESS: 20 � I 0 10 1 20 40 1. 11 80 , � \ , j I I . I I. 11 I ',�,i . I I . . I I I . I I . I ., I I I I I 11 � I I I �u 1, !�?,o,,-,� e\ ,�� ,7 1--_­" 11 I .1, I I � . I .. 1, i I . I � I I I . . I 1. I 1 . 11,�, r.*� I . . � �I I , . I . , I , . . 11 I r I I I I I . . I � I I I , \ 1;�,N/,. I I ,� t I I �I I I .I I . � . � I AND I . . 98 CONNORS ROAD . I I in in i i I . . I * / i;_.� ..i ,.. ; I I � ; . . I I I . I � I I I I I I m � = I I�. ­� I % . ,',,-,-4,� ,".- , I . , I I I q � I . 1, I . I ',_�__ -. -�1 I � � I. . � I I � � I 1= �1= §==== I . I . w�'., I - ­ I- :, TEST.DATE ­V-, -,-5- �_-�q,?j_ I 11 . � I I . � 0 , - � I I . � � __ U�1,1�-_ H FEMA DATA: I . ' I . I I I I 1. � . . I - I I � q I I 11 I . � . -__I� ' I , I I I I � I . I I . � � � ; I � . I I . � , ,�O SITE PLAN OF LAND IN CENTERVILLE MASS. ,� � ' , ' .- lo I . � I I I I � I . . . . ' '!' __ , .1. I I I . � . ZONE. wC' PANEL 25001 0005 C I - I I I I.- I . - I I � I I I � � I I I� . . SOIL EVALUATOR �-I L.)t>\ai F_- I I I I SEPTEMaER IN5 1, I I I I . MAP REVISED: AUGUST 19, 1985 1 ; I I I . I inch = 20 ft. I �1, I � . I .1 I I � I � 11 1-11 I I I I I � t I I � . I I I . I I � I . I . I � I I 1. I � I � � I I� I .I . . I V�f- � � I �WATER RESOURCES OFFICE . I I .-,L',Nv r.Xz.X_,-i .. C�r . I I � I I . I I . �I . . I � I I . I �> � " �� . I I I � , I B.0,H.' 'AGENT I L. :Z�Lm�A i4 IL tA�j I - CAM C00 006"SSION - . , , - q , k � . I I . , , I , � I I . I I I , I . I I - I . I � I � 1, � I I : , ., I. I I I : � . I I . � , . . . 1, I I I . � � .. 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I . . � DATE: JUNE 29, 1908 � SCALE: AS SHOWN - � . - . 10 1� . I lallf�j> - -1)s I I I I . I . ,� . � I I . 1) --2. . .044> I I I I . � � I I ,� I I I I I - 11: 11 I � I I . I � I . I 11 ., I I.. I I I ., I'll I I I I I I I I .1,I I I � � . � I I I I ­ I 1. . I .1 I I . I I I 11 �� 11 I I I � ,� I . I I I . I I I I I I � ,� I I I � I I , I I I I I I I I I I . � � I I . � I I � I I . � I I I . I � I � .. I I I � I � I . � � . I . I . . ;" ­ : I I I I . . . . .. I � I I � . � I I I STEPHEN J. DOYLE AND ASSOCIATES , � 1. I . I , I I � it . � ..3zll . i . . I I I I . . I - . 1, � ,� I 1, . . �l . -.1 11 . I I I \ I I I I I . � . I . I . I . . . r I I I I I r 1 142 CANTERBURY LANE, EAST FALMOUTH, MA 02536 . 1 . I � 11 ­ . � I � � � 1. I 1 N"3"4- 1 . I . I I I . I :r � I r, I . I I j I I I ­11 �, . � I I I . I � I I I . I I I � ' 'I I I I � I .NtA1T�1_;:li1__ :(r-�_�iV) , I , , t... 5-i) - 1 � I 1, - I I I .. I r 11 � I � . ,r � 11 � I I I � I . I I I .., . I I . � I . . 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