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HomeMy WebLinkAbout0265 SOUTH MAIN STREET - Health 265 Main Street 207-097-004 Centerville Xf 'PC 12543 i lo.53LOR . .r-.-...-..---• .SST CGv'�: �iAST1NGS,MN f 156VIE(Z ,Are4.1"Tk.) k)a, P-C_, , -7 r r t 10— / v No.........•----•-���- FEs....l D ........... 1n_ THE COMMONWEALTH OF MASSACHUSETTS �s�c BOA RD OF HEALTH ROBERT y _l pplira#ion for DispwiFal Works Tongtrnrtion amit �S�py on is hereby made for a Permit to Construct ( ✓<or Repair ( ) an Individual Sewage Disposal - c 1 .---- .,<z....&(?� ..... ....... 1-..,eo7...--Poas� -` .. ........ . �-� ..... .. ... Location-Address t No. r . �t ��------------------------------------- ner a ---•.............. , ............................ --........ _ .. . ................. Installer Address UType of Building Size Lot......5. P5.Q..Sq. feet Dwelling No. of Bedrooms......... ..............................Expansion Attic ( ) Garbage Grinder ( ) aOther Other—Type of Building ............................ No. of persons.........._..__.__......_... Showers ( ) — Cafeteria fixtures ---------------- W 'g _ gallons per person per day. Total dpily flow................5 �...............gallons. Design Flow----------------��-................... WSeptic Tank—Liquid capacityi .gallons Length-_-�i °t.. Width..A Diameter................ Depth....5'-7 D� x Disposal Trench—-10. :......I............ Width...I---------------- Total Length...... _,.-__..... Total leaching area....................sq. ft. Seepage Pit No____________________ Diameter....1-4......... Depth below inlet.... _..._....._. Total leaching area..�.�3.°ls� Z Other Distribution box Dosing4 tank Percolation Test Results Performed by.__'.-__.� !-*---•-�G-C�--�-Vie----------------------- Test Pit No. 1______Z------minutes per inch Depth of Test Pit.................... Depth to ground water.._.._!............ 0-4 f r4 Test Pit No. 2....... ...minutes per inch Depth of Test Pit.................... Depth to ground water._.e__o.,........ •Tisssr p6T 06 3 Z_...-•_-•-a j a s a It a e to h e ak to It it 7 c - ----------------------------------•--•• ---------------------------• � Description of Soil_A ..._9.... : _.UffN.(Jtx. �..®.5� _ -- G�A�klrf �P� l .. �xt�??.� _-..10.....6.u.G+�fTt�Y U S_ac.Yy_ifZc►>J S ?4��t2 .. .± ts� ?fl. �. Z. _--ICE .ia . 1 ���r1 Tc, tN So'Ld 73-- e=l ' V Nature of Repairs or Alteraitions—Answer when applicable....__.......................................................................................... ---•••----••---------------•---•••-••---------•-••••--•--•-•---•----••-••-•.....--•-••........•-----•••--....---•-••-•---••-••---........-•-••••-----•.....•-----------•--•-•--•--•-••--•-••••-...•.•--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL� 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed------•... ---•--•----••••-•-----•------•---------•-------•---•----•--••-•----•---- Date- Application Approved BY ... .-���G ----------------------------------•--•----------•------ ..f7 Date Application Disapproved for the following reasons;---•-----------------------------•--------------------------................................................... .............................................................................................-••---...... T 'V..---,3 DatPermit No.•- 77......................... Issued........................................... ........ Date _ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......►.S�. .;� ...................OF.... %cfZ 5.d ................._.............. Trr ifirFatr of Toutpliam THIS, IS TO CERT FY, That the Individual Sewage Disposal System constructed (/) Or Repaired ( ) by.. l�i�d� --------------I--------------------------------.......----------------....-..----------....._------•-•---------------- �— Insta 1 rr � / at.._ I7_�. DLL#'hf % ' - ....r ............ ----------has been installed in accordance with the provisions of T-rm 5 of The State Sanitary Code a, described in the application for Disposal Works Construction Permit No. _ _ .............. dated_ _�.:O%�________-----..___-._... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CO E® AS A A ANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...j9_•�-T_ -k...••••.... Inspector._.: e No -.._...... x FEs...../... .................. THE COMMONWEALTH OF MASSACHUSETTS -tNaF,�s�9 BOARD OF HEALTH o ROBERT� O6. :.:ri%-zw,...................OF.......... [a RA '0 D� _ y ppliration for Dispoii ai Works Tonotrnrtiun ramit tion is hereby made for a Permit to Construct (t<or Repair ( ) an Individual Sewage Disposal .... ».... .r!3..::! .. �. ....:Ar .1' ...... ! 4 ..'��'���_._..............................T.A... -....134``' Location_Address or Lot No r .1f.�L�x+ K,.:.�.. ' 1 aJ ..,��.�.'i..54�."..4,�;r ' 4 •r a!; f °w`d' Ap�tJ, I Address /�y}vn r�\•� a ...........................»..........--..:`.................................................. ...........--.................._...................................`.._ ........................ Installer Address U Type of Building Size Lot....__!.�r`5jp.Sq. feet Dwelling No. of Bedrooms........ 3.............................Expansion Attic ( ) Garbage Grinder ( ) aOther Other—Type of Building ............................ No. of persons........_._____......_..._.. Showers ( ) — Cafeteria fixtures , W Design Flow..................°-...................gallons per person per day. Total d ily flow................ ..._..._...._._gallons.l! R,,, t ; W Septic Tank—Liquid capacityl:�__ ...gallons Length.._ 4ti'idth.4_4 ! Diameter________________ Depth................ x Disposal Trench—No. .................... Width_._p............... Total Length..........:......... Total leaching area.._... .._........sq. ft. Seepage Pit No f........... Diameter....!.. _.__..... Depth below inlet.....'............. Total leaching Z Other Distribution box ( � "" Dosin` j'tank ( ) `-4 Percolation Test Results Performed by.-"''_e_.'4••p._...........................................................tIc Test Pit No. I..... ,..._..minutes per inch Depth of Test Pit.................... Depth to ground water.... _: ...... . f=I Test Pit No. 2.......t:=....minutes per inch Depth of Test Pit.................... Depth to ground water___ -- _f_......_. . a l t:.'sr Y 1"�' �..)l/.'� 4,.. ..t 4. 0, 1, 1• (t It i� i s 1/ t l r f ..................-----------•••-... ...... .........._ _ £ S..+ Description of Soils z I L 14. t ► : �G �- , t*�g Q,�,d�/i t ► x -ac�r •Etar, -_ sir 7 �. c. rxe tt')�._:7?,a l a t2se�t T`<uts 16 '"_, A..rr� bra^ r } ...........t c.� ---•-• ------- ------••• ...J-- c_;}t• -64..xT'�'.t✓'.''.'rl.f_�"-_�.{._�" V'"J_.s''J -.5�_�.�a. ' .8.�-�4�,--='' - ''-Pei SZ.4".) 0 U Nature of Repairs or Alterations—Answer when applicable................................................................................................ --------------------------------------------------------•--•------------.._..------......------•-•-•--•-•-------------------------------------------------.....--------------------------------.....---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in OP eration until a Certificate of Com liance has been issued by the board of health. Signed--------- ------------•••-----------•----•......-------••----••-•-------.......---- ----- ..------------- Application Approved By................. `V �7 —•........ ....... ......................................................•..... ..... ate.............. Application Disapproved for the following reasons-------------------------------------------------------------------------------------------------------•--------- ----------------------•....-••-•--•-•--....._..............................-----.....--•-•-•-•------•-••----------•-----•------- ------ -------------------------------------------------------------- O 377 Dat ....... ......................................Permit Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..... ..................OF..... .- ............................... TwWrtifirtt#r ,af Bunt r�i�anrr THJS�S TO CE TIF That the Individual Sewage Disposal System constructed ( or Repaired ( ) by... V/ /.5�" -••- ----------- at has been installed in accordance with the provisions of ` of he State Sanitary o e a described in the application for Disposal Works Construction Permit No._��-.•,�_7�------------- dated_ tANTEE .rQd____.__..___.___._._.._. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GL THAT THE SYSTEM WILL FUNCTION SATISFACTORY. A DATE...........................••-----............_......---•.....--••-• -----• Inspector................................................................................... � I THE COMMONWEALTH OF MASSACHUSETTS �— BOARD OF HEALTH No------- ------------7 FEE...I °' .:.1-- "_ .� �i��r�a��a1�� nrk� �nnl��ritr�ilan rrnti� Permissioni�h'iereby granted.............................T••----------------------------------------------------_-----------_-_-.--------------------..-................. to at Cor�..�G? ✓- r .e air, ( ..)( Individlstem �� Street (��—.7 as shown on the application for Disposal Works Construction Permit No.._!__.....______7- Dated.________..____...____....._._._._.___.__. ........................•--•---------•------•---------•----------•-------•---------------•-------------•- DATE_ Board of Health FORM 1255 HOBBS & WARREN. INC., PUBLISHERS \ 2 TEST,4/T#2 TESTP/T 0-T O ELEI!=/3.9 O ELE!!=/6/ O 9 f... GENERAL NOTES 03 c "'fAa'' �, j s _ _ _ _ _ _ __ _ _ _ _ �,.I 1. ALL ELEVATIONS SHOWN ARE BASED UPON THE 15 sc �- 7 USC 8 GS DATUM 2. PITCH ALL LINES A MINIMUM OF 1/8" /FT. UNLESS '"eZ`"" -'' OTHERWISE SPECIFIED. .tend 000003 ® 0 000000 00 0 0 0 (3) @ 0 000000 3. ALL PIPES TO AND IN THE SYSTEM SHALL BE CAST o000000 ® © 6) 000000 IRON OR SCHEDULE 40 PVC. 000000@ O ® 000000 m 4. ALL SEPTIC TANKS, DISTRIBUTION BOXES, AND 000000 O (D000000 � LEACHING PITS SHALL BE DESIGNED FOR H-20 WHEEL 000000 � U ® 000000 00 0 0 0 0 © 0 0 0 0 0 00 LOADINGS WHEN UNDER PAVING. �,ayrzrsrr. ,'gZAI, " 00000 ® ® 0 000000 5. REMOVE ALL UNSUITABLE MATERIAL BENEATH THE " 14" \ /00 /00 /00 -'�- 3 _ 00 0 0 ^s @ @ 0 0 0 0 OOQ INVERT ELEVATIONS OF THE LEACHING PIT FOR TYPICAL DISTRIBUTION BOX 000 o o o ® © ® 0 0 o oco A DISTANCE OF 1OFT. AND BACKFILL WITH, CLAY-- LIQUID CLAY- 0 FREE SAND 8 GRAVEL HAVING A PERCOLATION RATE ,, _ r NOT TO SCALE 6_011 OF 2 MINUTES PER INCH OR LESS. J -4 _j it era i as waav iao �rorr�i zs NOTE' DISTRIBUTION BOX AND 6. THE BARNSTABLE BOARD OF HEALTH MUST GAL. REINFORCED SEPTIC TANK BY BE NOTIFIED WHEN THE SYSTEM IS NEAR COMPLETION OBSERVATION PIT TYPICAL/OOq6GAL. SEPTIC TANK ACME PRECAST OR EQUAL, TYPICAL LEACHING PIT AND PRIOR TO BACKFILLING. 29 ?e 7. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS PERCOLATION RATE= • 2IWI,nX/nch £ NOT TO SCALE SHALL BE INSTALLED IN ,ACCORDANCE WITH TITLE V OBSERVATIONS BY., NOTF2JANKS REP R E THR OUT WITH OF THE STATE SANITARY CODE AND ANY LOCAL RULES WHICH MAY APPLY. BARNSTABLE BOARD OF HEALTH TRIC E IRE WI Y' ENGINEER: ARROW ENGINEERING INC. EMBE E S I TOP B►.BOT- 8. CONTRACTOR IS TO NOTIFY ENGINEER, PRIOR TO THE DATE= �4!/GUST B, /997 TOM. CO CR 0 S.I. TEST. INSTALLATION OF SEPTIC SYSTEM, OF ANY DISCREP- ANCIES BETWEEN TEST PIT RESULTS AND FIELD SEWER APPLICATION NO. P-6627. 2724 CONDITIONS. 9. ACCESS MANHOLES TO SEPTIC TANKS AND LEACHING `N 2g 2E ° 1 24 N/F PITS TO BE BUILT UP TO 12 INCHES BELOW FINISH ?> so s C Z,411MrNCE W 9E,4RSE GRADE 32 °"'F S �•` TOP OF .34 �� �' �• 24 FOUNDATION y 2s , 2 ELEV.=23f75 FINISH GRADE FINISH GRADE FINISH GRADE OVER LEACHING s2 ss y ti J ' Tq FINISH GRADE OVER TANK OVER "D" BOX AREA ELEV. 25+0 ELEV.= .?3t00 ELEV40 2,9 .i24f4 EXIST. GROUND ELEV.=25t0 -211 U 11 'Ae -- INV. /9t t:-..: :_ ,� �-WASHED STONE { INV.= /9*75 p e 24 /000 GAL. INV.=/9t50 •' �° """ " """"' �' 42 -- D I ST. BOX �,. ° 22 REINFORCED .° .t ...... .. . . N . /211 . ' � ° ,�.� ........a o 48 X3I4. X 1� #' (TO BE LEVEL ....... ... . ....... o - ' 20 CONCRETE �° a WASHED STONE 8 STABLE) o� $ 5 /6 0 .... 12 ..•........... 14 SEPTIC TANK °� o ...... ........... o BOTTOM OF PIT . , (TO BE LEVEL 8 STABLE) ELEV.= /5fOo INV._ /9.00 ° r- 4 I A, 6• 4O 4 L TYPICAL SEWAGE SYSTEM PROFI LE PRECAST LEACHING PIT 3so 3 � J o•�ot` /o NOT TO SCALE�— (TO BE LEVEL 8� STABLE)� 26 2 — �_ LEGEND _ 2 MAP SECTION PARCEL LOT ADDRESS d EXIST. CONTOUR — ---- — -- 8 hp PROPOSED CONTOUR 83, 207 97-4 Bs LOT A EXIST SPOT ELEVATION 8 X O PROPOSED SPOT ELEVATION 8 +0 PERCOLATION TEST `C�i ZONING DISTRICT f FLOOD HAZARD ZONE LOT B2 OBSERVATION PIT mC C DESIGN CRITERIA n PROPOSED LOCATION OF DWELLING ,4 �RtiFFQT _ a SEWAGE DISPOSAL SYSTEM 1 NUMBER OF BEDROOMS 3 f nN'Y ^ i8 �2 PERSON PER BEDROOM -2- u fv�.PbT5 LOT B 5 SOUTH MAIN ST GALLONS PER PERSON PER DAY ,55- Q�c, ��� ,r STD LEACHING REQUIRED 3m god f�s�o A�. /. BARNSTABLE MA 593.7 .j LEACHING PROVIDED _9Pc' b , DISPOSAL NO f 3. � � � •� r APPLICANT ENGINEER : 4j �` '� PHILLIP BOUDREAU ARROW ENGINEERING INC.' �iY 1 /6 SEER DESIGN h y .:. T 150 CRAIGVILLE BEACH 10 CAPE DRIVE SUITE B i8 •b SIDEWALL= P rx 7X 4X2,6- 4398gpd I HYANNIS, MA. 02601 MASH PEE, MA 02649 _ BOTTOM : SCALE: DATE: SHEET MAIN — STREET As >>I, wN SOUTH TOTAL= MARCH 5, /990 / OF / ,.: ?LAN SCALE 1"-50' DRAWN BY: Chil MBE[? LAY' A6'PD FAY __jPLAN NO. I , it;'t Ilk If ol tj OTES ", N Yr Wi ENE A 'ce'" L AWAf tALL, ELEVATIONS' SHO ARE'BASED:�,UPON WN 1: 4 �UsCt W DAT 'Ij u AgZ" -UNLES M LL. LINES' A MINIMU FT.' ill-o 2 . PITCH !A �O F HERWISE, '$P FI ED', ECI A:, 00,000101 0 .0 f) 0,0000 '' t:, O'Q 0 00 b 0 (9 10 4 THE 'SYSTEM SHALL,.BE C `A& 6' AND�l ALL PIPES TO, '0 00,000 (D a 0 000 00 MW OR- SCHEDULE,,40­PVt. A9W 0010 0 0 t@ 0 0 A SE' ','A N D 00000 0000.0 0 '�BE :DESIGNED ,FOR H-�O WrH EEL 00,0"000 4 ' L PTICJANK% 'p, 0. LEACHING PITS SHALL 010 0 0 0 0 00 000 40 0 O'Q 6 00 LOADING$. WHEN UND E4R�`PAVING. 0000 -0.0 0,0 ABLE'.MATERIAL,'BENEATH "THE'' 00 0 0,0 0 0 _5. REMOVE.ALL uNsuiT 0 0.0 /100 INVERT��e ELEVATIONS OF;THE 'LEACHING ,PIT FOR & IaL 00000 00 M 0001000 . 0000 A DISTANCE Of '10FT. ND. BACKFILL WITR, CLAY A YPICAL . DISTRIBUTION �BOX 000 0. (0 4 0 , 0 'HAVING A ,PERCOLATION RATE FREE �SAND Ek GRAVEL, boul,D LEV�L j OF 2 E ro 0 Nor 5c,44 Z, MINUTES, P R,'INCH,,OR, 'LESS. 6- `54RNSTA8LE,: -BOARD OF HEALTH MUST Mr4F.4 DISTRIBUTION BOX.AND 6. THE: BE'NOTIFI ED WHEN -THE SYSTEM IS ,NEAR COMPLETIO�""­ GAL.:' REINFORCED SEPTIC TAN K BY AND :PRIOR TO'BACKFI LLI NG., GAL., ACME:.PRECAST OR EQUAL. OBSERVATION. PIT,` TYPICAL/00 SEPTIC�'TANK ' TYPICAL LEACHING PIT 7. UNLFss',OTHERW.ISE NOTED,�ALL 'SYSTEM =MPONENTS AW Nff� ,rO .SCA4 . SHALL 'BE ',INSTALLED IN 'ACCORDANCE. WITH TITLE V` -RCOLAT I ON' RATE Af1;?;11flCh PE 'OF THE STATE SANITARY CODE AND ANY LOCAL`;:��L :�Mr F�JANKS REP �,R E THR UT WITH ,,* , RATIONS , ULE$' WHICH MAY APPLY, R -5C IRE W F :BOARD 'OF , HEALTH : IL TRIP _ T B., CONTRACTOR IS O:NOTIFY ENOINER,`PRIOR TO-THE' S 4 'E BOT 'GINEERING INC M E ENGINEER ARROW EN � ' EMB NSTALLATION OF.SEPTIC "SYSTEM, .OF ANY..,DISCREP S.1 T TOM CO R EST. -88WE ANCIES BETWEENTEST,PIT iRESULTS AND' FIELD -ApP CATIONK,"P-6627 4W _CONDITIONS 0 9.. ACCESS,MANHOL �'SEPTIC TANKS,-AND LEA ES TO CHING Ar� SH O�BE BUILT UP. T.0,12'.INCHES,� BELOW FINI S ,T PIT " :GRADE.',- "w 6.4&,t 44 Mid TOP OF FouNDATiON FIN SH GRADE ACH I NG DE 'FINISH GRADEOVER LE r ELEV. FINISH GRA 'D" BOXr- -AREA ELEV. ;�WtO -FINISH n&DE ER ANK OVER Ov U W�W Yl 3T GROUND ELEV.e4*4 ELEVA?5 0 i7 *vCl NV= ?0*00 STONE,�. TwAbm.tu INV. /.9.00$ woo*a o v 6 a o to*4b," INV.x 1.9*75 P4 /000, GAL INV,=1_4o qo*oos 4 os*6,1*406"s DIST. BOX .. 8 Ap 4 's o**oo* 4 Y4 FORC REIN 'SMNE'r CONCRETE (TO BE:LEVEL WASHED -STABLE) oo 80TT SEPTIC TAN K 0M.:OF PIT INV. _cd (TO BE LEVEL 8 STABLE)' . - - ELEV.= 1_ 4! -EACHING' PIT PRECAST 4, TYPICAL SEWAGEL SYSTEM , PROFILE (TO BE LEVEL S; STABLE tK 0. Nor ro 5cw L E R MAP PA CEL:� I LOT ADDRE�S � I �ECTION tit EXIST,' CONTOU,R 8 -4 207 IB 97 PROPOSED 'CONTOUR Pof 0 _ELEVATION 8 X EXIST A LOT t, PROPOSED SPOT ELEVATION' 8±Q ' PERCOLATION,TEST. CT --HA ARD ZONEi t ZONING DISTRI FLOOD RC c .tt. OBSER VAT. B LOT, ION _T 0 DWEL PROP, OSED, ,LOCATIM OF LIN G t DESIGN CRITERIA WE SEWAGE :DIS SAL SYSTEM 14 NUMBER. OFL BEDROOMS t. UTH I N AS OT - L BL' -��'S , PERSON*PER BEDROOM . "t, 75 ALLONS,PER PERSON PER DAY j t.' ' 9J7 E .. .LEACHING MOVID LEACHING REQUIRED . -BARNSTABLE MA'' D Rod DISPOSAL '01 7 A it, t PPLICANT E N G N E' E k` jp� ",BOUDRE ARROW �-�NGINEERING .l C Ab N' �LLIP SUITE. -B SEWER DESIGN 10 'CAPEi:DRIVE 150�'CRAIGVILLE BEACH �r w�_7 4�v 1.016 ir 41m I qw SIDEWALLs 'HA.TNI()Nf) _'MA. 02601 MASHPE 649 H N NIS I E MA 7D2 NQ 21�8,3' 4CALE DAT SHEET4 $OTTOM 11 i : - ,, I I , ­:''�_l - 1 � ' Ay 'AS .1,33HOWN F' oz "To TAL STREET APPD, BY: A NWN BY4 DPLAN NO. "t SOUTH, A IN it DRA BY CHECKED t JTH SEE/SEM RER PLAN SCALE ; r'�5 0' ........... /L 9/_ J, L2_