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HomeMy WebLinkAbout0060 BRITTANY DRIVE - Health +; Brittany E)rive cptuit A= 026--`003 e i M i k f p� ?'U No. �00 � � '< Fee TH 4 �;MMONWEALTH OF MAS-�ACHU19ETTS Entered in computer: t Yes PUBLIC HEALTH DIVISION -.TOWN OF BARNSTABLE., MASSACHUSETTS . Zipplication for ;Die;poal *p$tem Con6truction 30Crmit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) %Complete System ❑Individual Components Location Address or Lot No. 6 O j�` ��e Owner's Name,Address and Tel:No. �N Assessor's Map/Parcel 0 2 ; _ O O l9 e A sT v hfw. A-Y A US. A1 Installer's Name,Address,and Tel.No. Design s�Name,Address and Tel.No. FIVO LTiX,.4 oz 36 z t. tom« iy Type of Building: Dwelling No.of Bedrooms 3 Lot Size " S6 d sq.ft. Garbage Grinder( ) Other 'Type of Building 4v*Q/ FAAA,g No.of Persons Z Showers( 2) 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. u G uL/' Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 p e the y tem in operation until a Certifi- cate of Compliance has been iss by s Bo of He th. Signed — Date _000449--m— Application Approved by Date u Application Disapproved for the ollowing reasons Permit No. 200 3— 7 // Date Issued v � �.,,.; 4 �� a. �.. ' •-a Fee Tkil" G:�MMO WEALTH OF MAS'.'9 GHl� .ETTS d Efl4,m in computer: -i; l Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACRUSETTS Roplication for zt.5pool m Con.5truction Permit Application for a Permit to Constrict ),Repair(._)..Upgrade(, )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 6 O Owner's Name,Address and Tel`No. C U S-Q-K 2,7d �e l L Assessor's Map/Parcel 0 2 G �Q ./ / p1'sTY�/r 4I/„� S- >� 7/�l/ Installei'•s Name,Address,and Tel.No, Designer's Name,Address and Tel.No. , U er g«.1�wlt6JJ3� Z E�tir �>1� �2 t�I�i- F. F* clW Type of Building: Dwelling No.of Bedrooms 3 Lot Size VT 0 sq.ft. Garbage Grinder( ) Other Type of Building�a of,3 Fk d,-,F No. of Persons 2- Showers( Z) Cafeteria(' ) Other Fixtures Design"Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank �d Type of S.A.S. ) G Description of Soil Nature of Repairs or Alterations(Answer when applicable) ti i. { Date last inspected: IV\ 0 Ile 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 510f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss by 's Board�of H�,th, SignedA't. /C i� +�( Date Application Approved by ..t -/ _ -a Date 13�4.3 Application Disapproved for the following reasons - Permit No. 2 U o 3- yr } ' 4� Date Issued A a S% 3 -----------------------------------,—--- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(�) Repaired( )Upgraded( ) Abandoned( )by at ( li r IILi has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ?uo 3- �/� dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system ill�fianction as designed. t Date O �.�7 1)'"1 Inspector .�n,,j '.)- — —y/� Fee / -- ---- .—————— _ ------ -----_- — THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS �� mi� og par *p�tem Construction permit V ,o Permission is hereby anted to Co�struct( Repair( I )Upgrade( )Abandon( ) System located at rU A r: 1)"gin r�A,, �{- and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of thi� rmit. / �� Date: �' 2 - U A roved b U PP Y _ TOWN OF BARNSTABLE " LOCATION �oa C3nt �1 � //ffD e V e SEWAGE# .VILLAGE /ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 3—.So 0 Qa- NO.OF BEDROOMS 3 OWNER t1 10 A& S PERMIT DATE: U COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the 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 tpr�� ��� � � •i co G + 2z o• s!o �o:q• s.yp t' j ea I ' :N � - r Vo. dl 1 I l o P i I � 2.a 12.3.• 5:0" i2.3," 2.3, a:c- e'o.. $.O.. �•.a•• ff2•o.: o ZO .I Y � I b 1 . � I Y `i L7 I n ; - � s p g_R •x. I aios-swm - -1.*-aruns 4: .�saR,kwmn sue. � p o .}} I �x•a� -.__,:�-�.�, ; � 1 to 1 f0 4U I' •a is o .d { I 1 f ( ID j N OqOl �iflr,1: s _ . e F---- r 4:0 2'p mill as � — �• ...— .—;.�. t 'N 4[ I. f 1: 1 l 1 i 1 ;p z:o- L@L I cz H i l o 10 t rr � i2:o aco. ac tzo 0 o. tr` O P n • 6. n N c - k F. ] E k o D I. U rn r znp_g a' ( 1 5f w �. f 141 AF m • b° ' bgmm a o m ch b � y h � Sq•,• O M0.m�°�� ���b�y ytr0'� :•Q'�•... � ° ro � o � � bb,bmp.Ca�• �nti� o'`{ex� n� � i�� m mo o ^o to m m abib c�jH mm p ' �b�m• �•� �' ��.°ate Ca � � f /� m b i . .fly a A v h vo mo r �'Qag3�O Gib a~� o a m o. 'I tin" tw ti y 8• a�f -ra a �",.1p,s��S�ga� Sip �mtm0 1 ro '-a I , mq 4 b,m h°fin ram + ro m ya qRy° mmtr yB14 gp, roro mm 8m�a dim r,b g yti �o ,CCD M O alb m� � - a N + try mtr wooSm h. a ^! + $ CLAD Es J C ° * ?t �O,g lb tQ I!I tiro L Q w.w o y Ii -_ " d 86'69 O w Al ta cc CA m iQ1.. pup y` 9• 1 wi${ b � o m / C ;.. co1 .. 41 m Nhea a I Ji �' � � by ti• +` � kt.y93 ,• � �y � q,�'1§p O Itl1 N � -- S I � I0 RR z U ---------- © b ab n m m I I � ,I ' I I ,Qantri0 0 .C�p ��y I0 � l � N • . 1 I k I t iI 1 3 I 1 i I i 2bp of Foundatlaa Rdattag Grade K 88* j K 83 0' Fin/Grade EI. 82.5,f j y rIlTTTT77 Fin Grade EL 8,2.0'6 O Dta. O INe. 1/8" to 1A" Xaebed stone A 3' Mck f i Fin/Grade El. 82.0'f / M �0 9 5' a . .. .t FJL. 7 r J9' I 14 IN IT EL Arm`e'__ cc�c� c�c�c� : Q , 12.83' � p ` { I INV EL L�gufd Lehr! 48. 7t.2 MV EL 78.9' INV�E'L " +c�--- re s"' s4 �� ". • • 2�" o sr� INV' EL a• a .� �.m.� � � �,�,o � Q•. 79.1 4 5 $14 - I I ueaabod stone 4, 4 i DISTRIBUTION BOX '33" 6" r 58" �- Perviatur so C.� � 9f 5 1/2" J Number of ?Benches - 1 � Number of Chambers - a LO VEILS POND 9--11 1/23»- PROPOSED SAS - CHAMBER TRENCH { �0 i P PRECAST REINFORCED CONCRETE' DISTRIBUTION BOX 6• PROPOSED LEACH TRENCH -- END PMr N T.S. Install on a level base .4dJ. Mgb Inter 40.0' (LavelGr fond) 0� a Minimum wall thickness = 2" 1, 00 GALLON REINFORCED CONCRETE SEPTIC TANK Minimum inside dimension = 12" Minimum Construction Materials Per 310CMR 15.226(2) » � �r Outlet .inverts shall be equal to each other and at 2 minimum iees shall be constructed of Schedule 40 PVC and shall extend a below inlet invert. minimum of 6'" above the flow line �of the septic tank and be on j .The distribution lines from the distribution box shall all have a thecenterline of the septic tank located directly under the equal inmrts as determined by flooding the distribution box to �1 � dean--out manhole. The inlet pipe elevation shall be no less than 2" nor more than 3" the height of the distribution line invert after all lines have above the invert elevation of the outlet pipe. been sealed in place. Septic tank shall be installed level and true to grade on a level Invert adjustments shall be made by filling with durable and , C T _ 1 nondeformable material per fastened to the line or IT stable base that has been mechanically compacted and on which - - - ---- I ?" of crushed stone has been placed to ensure stability and reconstructing the lines until all inverts are of equal elevation. I to prevent se t tling: I Septic tank ,shall have a minimum cover of 9': ; , '� BONING DISTRICT.° RF $ Three 20 .manholes with readily~ removable impermeable covers { I of durable material shall be provided with access ports BUILDING SE'TBACI�S I being placed .at the center and over� the ,inlet and outlet tees 15' SIDE i The outlet tee shall be equipped with gas baffle. 15' REAR I 30' FRONT G O VERLA Y DISTRICT: WP I. ASSESSORS DATA LOCUS IS NOT IN A FLOOD HAZARD ZONE, GENERAL CONSTRUCTION NOTES 84 , 1. All the workmanship and materials shall conform to I3 E:P Title 5 and the Town of Barnstable rules and regulations for the subsurface 82 $2 disposal of se wage. ` ( 2. At least one access ,port over tank tees shall be accessible within 6" l of finish grade, with any remaining access ports brought 82 to within ill" of finish grade. Drainage nt 3. All components of the sanitary system shall be capable of / withstandr`ng H-10 loading unless they are under or within 10 ft of drives or parking. H 20 loading shall be used under or id thin 82 '1g"E 10 ft of drives or parking unless Hated. Plastic equals may be N40'44 used in lieu of all recast units : 4. The excavator,/con tractor shall verify the location of all site 82 i \ t"litres Prioro an excavation and shall be responsible .for - < < utilities t y : . <': d \ ' all matteas relatingto electric easements t' ... }' _ °ate 5. Suer pipes shall be 4 Schedule 40 PVC laid at 0. 02 slope. 78 i 1 6. Any masonry units used to bring covers to grade .shall be R _ Q4 , , SB3�6'15 _ _ 80 i ,S'oi Los P 10064 mortared in place. L = 5,<.39 `, -82 y, ; o{, ` i I g" 7 .Fin.isl grade shall have a minimum sloe of 0, 02 ft per foot. `` - ' 781, o i P `,� � " Proposed '� � � lt_ _1L_ ♦ � 78 �i� f ► { i 8. Pum and fill existing leach it with clean coarse sand t -: JV83�� __-��--• 1500 ♦ �\, f Test Date: 09121101 P' g P � }Q�' �----- Ga1/Tank �*� 4$560 sqft f `41.37 rS 195' � t Soil Evalua tor.- Stephen .Doyle ,;4,', ,\ „ ter BY H,�'dr sndt Spindle }t 't p, --'`' �!z .11 Me . 3 B�' Health Agent: Ms. L. McConnell Datam. NGVD ', � w �' 23 � ' • .Pere Rate: <2 Mznflneh `, , 1 Cad an � �^ _, _.. ..._ ..._ _. --- -" ' ,,. ''• `� ti0 r \ f j 7P 1 _.. EI 81. 0' TP 2 - El. 81, (J' 80 _ 41, i5' zl' ` _ 84 84 306. SL 10yr 3,/2 ,� A SL 10yr 3112 » � 57' v � Si ,.^� _ ,-- » » 6 i i ( Y"` d SAS IIC11 „ �7 1 1 a t X `/f _�_t K7;t _ P�'. d B IS� 10yr 6f 6 B IDS 10yr 616 Design Data. ' E I C�a'�ber S40*44,19 Depicting the Proposed 26 t ' - 28 -Re Number of Bedrooms Proposed. `�j o , + Ra 1 �2.� a ,s Re.S.i cl -3 Bedrooms = 3 X 110 gpd = -330 gpd Required Flow 't In t i FINE' FINE No Disposal E 2. 5y �',3 2.5 Y 7 3 ` l�larstans Hills, Massa c use Os SAND � SAND '� ,. It ` r � �, Use: Leach Bed .L2 83 W x 33.5 L x 2 EfffDepth 82 Scale: 1" = 30' Date: Feb_ 10 2003 S/ [12 83+12.83+33.5+33.5] x 2.0 = 185 , .Prepared By: B/ 33.5 x 12.83 = 429 c ` `� Stephen J Doyle and Associates GRAPHIC SCALE 42 Canterbur Lane, E. Falmouth, ,VA 02530 l�'(,�" ....�...._ __.-._.. l,c�(J" 614 x 0. 74 �- 454 GPD Total Design Flow � t6 � Telephone: 508,�54Q-,2534 E'.� ("�1. 0;� K. (71. o 0 90 120 7 i No Water .Encountered No. Water Encountered IN FEET t 1 inch 30 ft i t ` NO. Dot TE _ DESCRIPTION 8Y