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HomeMy WebLinkAbout1620 FALMOUTH ROAD/RTE 28 - Health 0S) rdmaA RAP, (and aoa � aid ddl F$$. ..-.......... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliratiun for Diripwiul Wurkl6 C owitrnrtiun ramit Application is.,hereby made for a Permit to Construct ( ) or Repair ( �n Individual Sewage Disposal Systems at: /// , (' (C�H{e�f'�, / 1L )/��/Q �t'tt %/1.�...v._ d�11'ty x'r.. ?slC!!Q ( . QPp7t h'!. .T.._ ...l�lQ.l.LJ.f /�S® - _ (�Loc.ttiAdd........ 4Y1. F� tis �I P4-Y/b .3 «Tl( lY'No. �� OcA/ �41Mf9A U. ------------ oe ner Address a �4L—D....-•---• ............................................... .e..fit`Utl...(&.. Installer Address d Type of Building Size Lot............................Sq. feet Dwelling— No. of Bedrooms------------------% ----------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ------_--_______________ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ..--•--•---------------------- - --- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 04 Septic Tank—Liquid capacity............gallons Length................ Width---------------- Diameter---............. Depth................ W Disposal Trench--No. .................... Width-------------------- Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ L% Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a .....-•-.................................................................................................................-................................... 0 Description of Soil------------------------- ------•--...---------------.............----••--•---------'--'--------------------------------------------------------..._......••--._...._.. x W •--•--•••---•. ........................•---•--•-•-.._..-----------•----............•••--•-••-•-••-•-'.......;�---•------------------•- ........................................................... UNature of Repairs or Alterations—Answer j hen applicable.__L.h.S_ A_ .I...... .-____.__.!�. ._..�BQ .........C.rr� .. ..... ....6 ..•• .l�J. !f2�....-.-.�� .0 vl l 5...._•.......................: Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has biben i ued by the board of health. Signed ......... .. :&A&4Aan ............................................... ........//'--- .77.2 ' ...... Dare ApplicationApproved By ...:............. ............... ::......--.... ................................. .... �-' ��----.--- Application Disapproved for the following reasons: .................................... '_:.................. ..........-...-......................................................... ........................................................ ....-.----.-..-...... - - -........-.---..---..-.--........--...--.-..................--.--..----..................... ....................f................... Permit No. ................................. J �/- D ... .. ... .�C.......... Issued Dot ... i / Q ` i/ r - No..... ._.... FEB.....✓.d................. THE COMMONWEALTH OF MASSACHUSETTS r BOARD OF HEALTH TOWN OF BARNSTABLE Appliratinn for Db3pimul Works Tontrnr#inn thrmit Application is hereby made for a /Permit to Construct ( ) or Repair ( �,.)�''an Individual Sewage Disposal System at: t enter- ,' �. _j�..... .....KCAsulq ..... on, .__fin ...............f ...... Lict6 ad �ss trNo� � .......__..?.vq...: -••••-•— . •----------------- - /A4r,, .5.4 ca x tA�mov�h iZcQ. Owner Address - Installer ---------••-Y-- - - -.:4. Address i d Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms--------------------------.-------------Expansion Attic ( ) Garbage Grinder ( ) PLI Other—Type of Building ._..................._--.- No. of persons---------------------------- Showers ( ) Cafeteria ( ) QOther fixtures ---------------------------- WDesign Flow............................................gallons per person per day. Total daily flow................:...........................gallons. tic Disposal Trench Tank—Liquid capacity............ Widthns...• Length Total Length idth---......_._._ Total leaching area-• Depth-----..sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by............................................................... .......... Date........................................ 1.4 Test Pit No. 1.................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ i4 ...-•-•--••--••-------------•----•-•----•--•----••••••••-•----......-••-•-...•-•••---•-...--•-•---•-......................................................... ODescription of Soil........................................................................................................................................................................ V VW ••••••----•------------•---------------•--------•-------•------------------•--•..........--••-••••-------------•-...........------•.... ..................................... Nature of Repairs or Alterations—Answer when applicable-.� �'1.5.:�.�1.-�.�..-.-. -.......�-..P_.....j OQp•••••••• I. � Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been iued by the board of health. Signed .... ............................... ........Its .. ................................... � Date Application A coved B " Application Disapproved for the following rearonr: .................................. ........................................ ...... ..................................................... ...................... . ......... / .Dace Permit No. ... `.... ..�_�� �!^� - Issued .... ....................�..............�...��.. Dace I THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE (ge>rtifirate of Complian.ce THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( L--)" �w by ..... ......... ..... ' 4/C�....................- at ..........a..1 Cl..........�h,���..�J.. n..�.........../J�.4 ..... ....._----------------------------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code a 5described in the application for Disposal Works Construction Permit No. dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE-----/..L....�..r....._...�7' //.y ... ... .... lnspector,.--�.. ...: THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE 36 No..�........... FEE............. Diopntt1 Workli Tnntriulinn "rrntit Permission is hereby granted-----------_------_ -------------------- -------------•--------------------------.....----------••-----.---_-_-_-. to Construct- ( ) or Repair (r./�'an Individual Sewage Disposal System at No....... �.sci��`!�:� .S f7 D2 " --•--- �A?�4-.. as shown on the application for Disposal \Torla Construction ---- P•-e--r---v-------- -- y.--• --Dated� . � --- --------. ter of'Health `- DATE.......... ----------------------`----•---•----------...-------------•---- FORM 36508 HOBBS A WARREN,INC.,PUBLISHERS J— ` /� /��Q� e .. N Dom ` S[iE3 0/L c�' ?-4 - TDC,501L t Sl/650/L 5 == ---- -- — —_ _ T its/ # 'OL?�? �A ' �A/. Z)A TA w. . "-low ` COARSE SA /. L OAS'`�E" S.4N0 - f3 �' - - ' N .q0 /-6,- ,�/NF L.f/ /�FGRiiA t�L ql-r,ec 5AIVO ���"it7�.� - 00 �-�4 - ol0 9<o YE._MC71�/ ✓V/Fc� i'`,�' . . a , .5Y,sT'-� � .4 - -,44 - CZ �A,h' WTI/T-E U/v/,�ORrff �3,4'hr� -f �"" .' ,'^ -•1 r.-.__ 4 , .> . F - /j Y,� _ �I ,�...... ' ..,/�-•i` Y A � I�1....... % / ,vo WATER - f- /�/ ;, �- 4.1 -,- /ti%O p.�'/ C'O,�-fa`T/ON T�E'.,�?°` r� ��h.'% . 1✓ r�E. ^ T f J'ti' TE,.y`? R�' /'�c'�G� o so o - - _ - --- _ -_' : - 't : / c 7 / ,,_.�.4CO' r',- X 2 -15 _ /5 v/4L..�iaERSo/��L?AY x !c o��5<JNs 90 CiAL/17.�1Y AC•7" IAI FEE-RCG.:-.A,7 0,V Z A T=' � '+.� 49E7'��%�' 7--A, " /N 2 = = y� r SAIL- L C"Ix - - - 'till_ 'Z°fl/'71 = /��C G`�. - s� /11/NUTE.� FOP ,4L G S Y�'�TE, /..`� . F-CCU /9iV OL/R 7, .,;. T,'17'E S ' �2' - } s �q ` .._ . _ _ _ �,, _ 7"1 , �.�sc .�F Z- ,- Y, WCU s.F � �.. ,..L �'E " V -' .�.. E.5T/MATED DA1LY / � I X. LE.5/G/11 14:-OW G.gL /A0/4Y4ERCOLAT/O N RAT-6" WAS 7-C / .5A"11/A W17JI'' CA,C:_S 1I`:©/4 C J L 57E/i-a / - 13D G, D, x ?j" = 4- r57AEM 29 J Wf? f: "q N /t2'� `r-EF� =f Y.5-''�'"1* 4 ,0 531J G-,4?,0 x' J 7� S,F /SAL, -4,,� �,,F �S.5,F AC71&� STpyQE''t /CO< •5,/VO AF1QCOL.AT,'©A1 i �7, E �;// r ! / � �i -OTAL_ // �.- ,5.F x ,�` GAL. /O/ /!C .5'�" �, ,�� .'3A5611 / s - ''5T'1VA TAD OA/L.3/ F4 fJt'r' x ,:� _,t-/Ak' QE.S1 N FLOW- .9&0 GAL /UA Y o / 3 k .-.. Y.5 , � j � / STORE �``� _ /5"005�• / S-''ORE• � • = ' '1570 / �� 52 - / _ / �rL J� TOT/4L r' S� BYO��Za' _ TOTAL �.5-iM,4/ -'' " - �- ,n - . E,: A;L.Y -"LOt t� - .� ; ,�Y \ e. THE" E616G � C'AL C" IZ-A 7"/C',U5 . PZ eASEO ON ;'WY G- 00 .S 0RE"5 0,414.Y ET.S. 01 ,VCR RF.5 7'46,/R N7-..5 g TAS/ER�,�, L-AL,�VOgOMA7%,-F , 0q A VY Or�E/F h'iC't�E4. / /Y/r r� /e S �\ s 3 WA 7"�-rZ L46 �::. '",�' �/.5.�r7ti/E V 1", , w�4' vE ,C 0Cr 4 7F-4 � W/Tr!':V TNE" ShGr� - e 7'- "e CAf AC17-Y i�J �-1A1VDL E* /T, 5 52G -r C 'q CAST /" - ..._..._ ... - ..-._..._,,.,.. �.\ RECUT\ ONC ` ��•� �� o ds 5. P A A � BE I�LCH--- r-J- EFF o/F �EaCN '�--. s3T �- �9 S. E. COR. CONC. ELEV. = 52.71 M. EAc /2 _ 482 � g9 4y _TEST ' \ .8 '� so o RJR 50 _ SU , 48• -,. j' 7 s/ �' /NV..-4744 s r% ' 54 5 �usi�e s S Dt GqL SEPT/C TA/Yt,. �o \ ter' 4RVC• �- t� �/9 y 4 p j I /pO° / • T - O" /NTAN 5 J /NV.-47.70 T/C c. Z � 9 5/5 /oa'� s CP E��lT • —— 4_ Pig ti � .�P�p MH - � 4790 -NV -- �� ( '6 4� � �( /N'•: \ � �'o y moo/ / 4 =49.00 sT NOTES' /y/ �ylJ 9 1 G 600 W 7 �° 5o ,5 �', I.) ELEVATIONS ARE BASED ON MEAN SEA LEVEL. f E 00 /NV.49� 3 , _* w W. C. e" J --�"o 2- 2.) LOCATION OF GAS & WATER LINES ARE APPROXIMATE ONLY 1 �a� //V 9 I Z32 -9/� C C. _,� AND TAKEN FROM FIELD MEASUREMENTS AND AVAILABLE j -\ � p� CZ- NO</T //VV INFORMATION FROM THE UTILITY COMPANIES. / Te% �� 3.) PROPERTY LINE INFORMATION TAKEN FROM A PLAN ENTITLED \ /PJ /NV -0 c Q NV"¢9 a �( ,4 Gb ItW w P. v D STORE #4 STORE # 3 \, �"% PLAN OF LAND IN CENTERVILLE BARNSTABLE, MASS. SCALE: I = 60 /NV gl PRO s 52 QO ( FOUND.) IW.= 49.00 QPVc. S DATED 8/21/72 BY BARNSTABLE SURVEY CONSULTANTS. 0 � C. C. OOR -Eta 9 - IFOUNp.I V-4-P.coIN �9 p° W W.C O B�^'L/ -),;'/ ,�'� . ?" '. %T�i' TORE 5 STOR N 5 G �! ( -/ / /Nv= 49. 2 IZ a U '--A .i-7 ,' `:L TIC, �+7 S(FOUND.) ,FOU D. 4"P/v so STORE ---- B. ( 7 D11 # IO ST OUND.) — ' /NV �9.Ot� ' k RE E # 4'9 v � s� Ly )CL EANOUT 40AA4 STO STOR O z� 4 .(FOUND.) S-`ORE 9 (FOU � /NV=49 K O O C� 0' 4 Slk �1✓=46 I FOUND /NVs 49� 4 P✓G G/LO/ 2 /N�: c C y A /o pi.ANT RV /NV:46.80 00 p /N o � /' 7r pLA /n/v° 49 ,gNrER =49 4`R O ¢9 9 h 1 /� / rk��V- 45 q /000 OAL. SEPT/C TANK 4•PV C. wv PL NTER 4 BJ /NV= A0 t 50 So S wq� olw R'50 // - ---.� t 4 9.00 /N✓'�47 -p PRECAST CONC. j o b cv - h LEACI-/. 0/T I C P b 9 o S 9. / 50 �4- `, [� cl�i' �?' /i /�'''� \ EFF. DIA. = /2 6 ,, /IVV' gc14 4 s- I EFF DEPTH' e �- \� - \ �' 4J ICU' ��� ! - 5, ,j' , • � IS .5. \ A 56 7 (y o .o Z9 R5 O i S g,. 17� //y \ G/z7ve/ S '/ •' 5 49 v } \ � RIM - _ / -- 2Z lb g g N o� e i S0 5�"R.I/.C \ '( 48/.VV= 475Z / �/ tp S�OL c2' tQ A. Nam_ 8 lj9 RE Lq� 7 50.5 5v - w.G. Rl". .7t� \ S / �9 /us Os Z / R O ACMI/'� O: •� __ I / � _ AREA 19 3° �_r PLSN GF � : CE'SS 00/ /✓/.75! WGS;'3 G o�.6. �,/ R'.!p• � / � � / o R0�3r'.RT Syc\ s goo 1 So 0 3, 9 4 3 o% _ 5 �9_ R/M 50.Zd ,9 / R/M a 50• s ,ht / O, \ c� t s S- Z C9 = z L y�,l �I G U 5 ! S o5� R/M 50.00 3 O.-� 5 �, / �P/M SO6r� R // \ 4y T / a �l 6 �. h z 7 rug.z+�s� , ' � S1 01 U ,Ltt1J3.AD 1 f 2 L / `_ '_, �Fc ,. ��``� . .t / W �ti h 6 N_ �� 5/ b h �\ A(8•f -o- �v 7 /ODO L. EPT/C TANK \.cf �Y 0IS QP ' �?` L Fj' ,c• T' I 'z /NV =479/ `' t who os i o G G �� / c• 2O, 20 h Y i 66 22 S �- I s ���� *'`�/1 t� / 5 E 5, s 50 6../vo1 5 �o. �._ SITE PLAN / // / Si / 7 ` 2�'' h'o y m ZO PRECAST COAL. ` _ / LEACN. P/T IN CENTERVILLE / i _� • EFF D/A. =/4" BARNSTABLE , MASS. 6''/`1o//Y h` � EFF. DEPTH = 4' I ti° � //vV- 4r7Q 2U� s.F �EACN. .4,QEA SURVEYED FOR / 51- :, ,z" ,vo 1y b �: . C. R. REALTY TRUST / ��, s s� \ S/ SCALE: I" = 20` MARCH 26, 1974 5i 80 0 5i 3 VVOC - � lT -� - oq��/N� ��' J= tibbetts engineering corp. � im//y o 9 9 P 5 2 5 2 53 szs '� 5� so;7 JJ� Cape Cod Division Office s! tec RELOCATE BLDG. w / h 5 5 '�_ 4' H Massachusetts ` �'- Hyannis , .SEC'S �'�=O•' t i- 76 Sfoc/E-00% Woo / Fei/C� �•' `fl ��"' ' I I 1 /O 24 9 �� Of \ 52 REV/.5/oA/ 1 : 5-16-74 - !QO✓,sE 5/ZE OF SNJALG 9FL-1Z I IS ca 9'-0' / t� i• 5i 1>' ' �, /'� ;r �� _ 8C.B. (fd.) - ZO SPC , ti °� - - 2 REVISION 2-5 29-74 , REV/.SE SEWER D/.5POSAIL SYSTEM .%0 P / 74'- g 0 a k 4 ,e 50' 5 50 �_�- 5¢ 5S FOR OFF/CE 6LD3 10,57CRE 5 509. 3 ss 5/S__ ---"'-_� — - yr T 3 �cvG� fer w4y 5S /o �C�E/ f � - `3 S - 0 - 2 5 W s /�i�� - ---�� - ----- 52 _�- s� s9 `9 ssGo �2 s3 - fov�c/ (/Yoder .,� �• o�./n� T --/Oh U/-�� v /veal VYof�r 5i B e riri .� e% P -- � c/. B/ r` 5/ — e9 CO fd.) 5z /oi�e � 6 f�ii/� /2 f%�Je - T sue' S �S 50 `- _r 5� ¢„�i.>e /O'Dok 6 f�i//e 7- - 5� 4 / ' s� ,� ovs 7. T dye ,y y J/f//� y23 ` ---•. i/1' --' �cvec/ 61/c.7".er�cry h - Elect �b/2 333 s� A - c, BENCH MARK � `. ..,�•. _ 5 /tc/�y'/�/ v: s4 1 A/Q>e r �`-��' Over h e a 3 ,B /O TC - �E/csc7` fro% 333`86 ' 5 3y _ TOP OF WEST H EADBOL O N H o{' -- ELEV. = 53.80 M. S. L. 46 �d e 5j/9 — 3' VV. G, fGved l�Yp"`erway �'¢ 5/ W °E - 6 53 w _ / !/t/oter h'yc% Qverheod E/e-cfr±'� E - ��_/ec� f'a/e 3 33/8 8 — �/ecf Vole Y -_ Vent Final Locatation to be Determined at Time of Installation so TR as to be as Inconspicuous as Possible FIRST FLOOR SLAB EL. 52.00' F.G. EL. 51.40 co F.G. EL. 5 0.7 RE PLUMB TO See Note 6 (typ.) SEPARATE CAST IRON 3REASE 'LINES FOR THE FIRST TEN FEET FROM BUILDING EL. 49.00 Flow Equilizers As Required Installer To VIVA Confirm Prior _--EL 47 30 rt a T of 9 PFrodudiogg 47.7 Top EL. 4 7.00 To Any Work 1500 Gallon 46.50 -Box H-20 4:7 53 �7�05 f'A TION MAP: 1500 Gallon -20 \LL� 46.3 LO%.Ifl PERMIT NO. 2 Compartment H-20 H - 1"=2,000±' 2006-444 Grease Trap 1 2 Compartment EL. 46.0 Leaching Septic Tank Chamber Provide inlet Tee H-20 ASSESSORS REF: Bot. EL. 44.00 ZONE: M 9 Baffle, or Sp/0:3h Plate As Required HE Map 209, Parcel 013 0 1 0 101 If Encountered Remove & Replace All Uns itoble Soils Within 5' of \nl' _J LO 6, 10 1 [00- -0 tlo_ 10' The Outer Perimeter of The System 40,000 SF 0 Frontage (min) 20' Bedding,"T"s, & Baffels Min. as Per Title 5 10' Min. Slob El. 41.5 TH-I Width (min) 160' Setbacks: OVERLAY DISTRICT 20' Min. - Foundation EL. 30.0 Front 60' Southerl? Estimated High Groundwater AP - Aquifer Protection District ass Tel Per T.O.B., Groundwater Maps Side 30' Estuarine Watershed er_n Rear 20' DEVELOPED PROFILE OF GUEST HOUSE SYSTEM 117 As Shown on Plan dated March 10, 2 8 81 FLOOD ZONE: 0 NOT TO SCALE 0 PERMIT-NO.- 0 - 0 Zone C 0 Thf-1 2011-285 Community Panel No. 0 0 PERMIT NO. 0 OH - #250001 0005 C 0 - TH- 1994-567 August 19, 1985 0 DESIGN DATA OH 0 HW 0 Super Market Approx.Design Flow PERMIT NO. E T 0 G VARIANCE 97 GPD/1,000 S.F. Finish Grade 2005-376 EDGE 0 S GAS Over the Counter Variance 4000 SF*(97/1000)=388 GPD Required: --lij- SAS 3'Deep ILL Ll t I=Lffr .......... n 6 Max. Iff R__." 11 rF----1 11 r- 1 9 GAS Requesting:3.7±'Deep Existing Septic Permit Daily Flow GAS G Per Permit 89-279=392.7 GPD Min Compacted Fill Filter Fabric E3.M.-F.F. Total Design Flow--392.7 GPD Andlor EL. 52.00 0 118 11 - 011 � Pea Stdn,6 411 _T1 70 -_c Existing 1,000 Gallon To Be Removed 3 314" - 1, #1648 GREASE TRAP q­' LEACHING< (Set too High) Double Washed > >�-_! � > C" DUNKIN 0 U) ---A QT1 Proposed 2 Compartment 1500 Gallon Tank CHAMBER tone 0 > (-n �5 C) DONUTS 70 0 t") First Compartment 1000 Gallons O M > > M(51 4- Second Compartment 500 Gallons > #1664-70 S :2 _4' - 10" C) > E GYM EXPRESS 0 -A - (0 -< 12'-10 > THE r- M (_0 'N(O SEPTIC TANK (FORM CVS) 392.7 GPD #1672 ------- --- Existing 1,000 Gallon Tank To Be Removed UNITED STATES .. ........ ............ Nb 0.3 Proposed 1500 Gallon,2 Compartment Tank CROSS SECTION OF CHAMBER pOST OFFICE First Compartment 1000 Gallons,Seconds 500 Gallons 0.0 NOT TO SCALE W LEACHING AREA 0.8 392.7 GPD/0.74(LTAR)=530.67 SF Required 0 � Sidewall= 1282)2 + 52)2 = 2STW J . Bottom Area 12.83*33.5=429.8 SF 30.55 ' W 0.0 615.12 SF Total Provided CP R) ........... ......... ....... .................. 4y .........LEACHING ---------- CHAMBER DESIGN W All Pipes to be Schedule 40. Use LOT AREA 4. 6 A CRES+ I 3-500 Gal.Chambers in a PERMIT NO. Double Washed Stone Field as Shown. 2006-080 3,5/ C� 12.83 0 ............ Existing S�vstem SOIL ABSORBTION SYSTEM to be Aboidoned or Removed J C9 /, Q��' NOT TO SCALE GP SEPTIC NOTES 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(1-888-344-7233). PERC TEST: 10,287 2.The Contractor is Required to Secure Appropriate Permits From Town PERFORMED BY:PETER SULLIVAN,PE- SULLIVAN ENGINEERING Agencies For Construction Defined by This Plan. SOIL EVALUATOR NO.2376 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE Ao Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to SEPTEMBER 30,2004 Assure Watertightness. In General,Water Lines Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance PERMIT NO. With 248 CMR 1.00-7.00&310 CMR 15.00. TEST I ST HOLE, . - I EL.51.5 4.A Minimum of 9"of Cover is Required for All Components. tiF 2008-457 ........... ........... .......... ... .I...... ......... .......... 5.All Structures Buried Three Feet or More or Subject .......... ...... ....... ................. .. . . ....... ............... ................ ............... ............ to Vehicular Traffic to be H-20 Loading.It is the Engineer's .................... 50.8 ........... .......... Recommendation that H-20 Always be Used. 6.Install Watertight Risers and Covers to Grade in Driveway, EL.L0,Wl ............. (Grease Trap&Septic Tank Inlet,Outlet&Compartment Wall&Outlet 49.5 Edcje of Pave D-Box and One Leaching Chamber)or to Within 6"of Finished Grade ........... 1_Q BIit ...... .... ... ................. Barnstable Outside of Driveway. ................. Town Of 47.5 7.Septic System to be Installed in Accordance With 310 CMR 15.00& :E idewalk Easement C LAYER I OYR 5/4 5' S - ----- 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable YELLOWISH BROWN Board of Health Regulations. COARSE SAND 48" 47.5 9.63� 8.All Piping to be Sch.40 PVC. PERC TEST \A OF P,1;4 25 GALLONS IN<15 MIN. 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum 12o,11 PERC RATE<2 MIN/1N(LTAR=0.74)141.5 S86-502511W OHN C, Sump of 6". NO GROUNDWATER ENCOUNTERED 10.The Separation Distance Between the Septic Tank Inlets and IVIL Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend T28 ' 48168 a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14"EL.51.5TEST HOLE-2 Below the Flow Line,and Shall be Equiped With a Gas Baffle. ............ ......... .................. TROAD ANK,Ax cis ...................... .... ...... ....... ...... .......... . ........ LMO H 50.8 GHWAY 9" .............. A TE H1 WIDE ST .............. 80 ;nWl ............................................... 49.5 NOTES: PREPARED FOR: PREPARED BY: T/TL E. ............ ..................... ELLOW:: ............ .......................... 48:" 47.5 Site n Pla C LAYER IOYR 514 Tedeschi Food Shop Sullivan Engineering, Inc. YELLOWISH BROWN nCOARSESAND PO Box 659 SQQluptic Repair Osterville, MA 02655 120"1 141.5 (508)428-3344 (508)428-9617 faX At I NO GROUNDWATER ENCOUNTERED I 1638 Falmouth Road SITE PASSED 30 0 15 30 60 120 Draft- CTR Barnstabley (Centerville) mass. Review: JOD DATE: SCALE. U) September 16, 2013 1 30' Pro c t: 330022 Tedesch i