Loading...
HomeMy WebLinkAbout0032 LITTLE NECK WAY - Health 32 Little Neck Way Marstons Mil►s A = .076 055 TOWN OF BARNSTABLE LOCATION L mL E tiec, '%&/AY SEWAGE #2 W 3-13o VILLAGE &rr4. t k NIASSESSOR'S MAP & LOT 0 fo—05-S INSTALLER'S NAME&PHONE NO. A+1S['_AAYce SEPTIC TANK CAPACITY y/0 —/.50.: 91 LEACHING FACILITY: (type)4,A&�MCAP I&JeILTRAr dal (size) 0Z z y6°x 10" NO.OF BEDROOMS P BUILDER OR OWNER A_ PERMITDATE: 2 07 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 A A-3 % y q ' AAjo 6-3 a SI e 8_y= 431 8 .8= CIL&s w 1 yam E ®3, 64 L. ce AN a I No. �d 3 ��. ' J t r Fee GMi THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ' Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS application for Migpozar *p.5tem Con,5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) mplete System O Individual Components Location Address or Lot No. 34 Ale wkr Owner's Name,.99��dress and Tel.No. RIO y /i'rron� Assessor's Map/Parcel �/ �C �M Installer's Name,Address,and Designer's Name,Address Tel.No. .�$ CANCO 350 Main Street W. Yarmouth, MA 0 3 96 373 a` Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 0.0. Design Flow 4163 . "70 gallons per day. Calculated daily flow G gallons. Plan Date / / Number of sheets Revision Date /(J /q Title /'G o �i Size of Septic Tank /,077 Type of S.A.S. 4-n rs- Description of Soil -cam F' NJ Nature of Repairs or Alterations(Answer when applicable) Y' 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 Environ tal Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Boaz o He th. Signed Date L/ //:� Application Approved by DateV. Z 3 Application Disapproved for the following reasons Permit No. 200 3" t Date Issued 3 A J No 2�i '' >:'f Fee THEZOMMONWEALTH"OF MASSACHUSETTS Entered in computer: f Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS, r ZlppYication for Miopooar *pztem Coi5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O.@ mplete System O Individual Components `Location Address or Lot No. 3� �'y�//e, �PG �c/.4�' Owner's Name,Address and Tel.Not Assessor's Map/Parcel; Installer's Name,Address,arAA W.CANCO Designer's Name,Address and Tel.No. 350 Main Street W. Yarmoutri -3 3q� 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 y� gallons per day. Calculated daily flow gallons. ! Plan Date ' u tiber,gf/heets / Revision Date Title rG ofe x Size of Septic Tank /J U`?)"`'r Type of S.A.S. h �i �/� c,r s' ` I Description of Soil J''-e 6- P kAj I Nature of Repairs or Alterations(Answer when applicable) 1f' t, Date last inspected: i 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 Environtal Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board 6 He th. ,Signed y� Date Application Approved by Date Application Disapproved for the following reasons i Permit No 2(Do 3 t Date Issued Lr kZ U 3 ------------------------------------- : ._ 4 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 C OQ k)(� C) at c� i E 2 t ,� �a i has been constructeo i accordance with the provisions of Title 5 and the for Disposal_System Construction Permit No. ;iZ03' 136 dated U 3 r -- Installer Designer The issuance,,/o/f hus pe`�'t shall not be construed as a guarantee that the system ,il -.'/ _ gned. Date Inspector- --------------------------------------- ` 2c o 3- (� No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogal *potem Construction Permit ?, Permission is hereby granted to Cons ct )t66, i ( Upgi1ade( )Abandon System located at C� i -t� ✓l�(C 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:ConstrucTn'' ust be.completed within three years of the date of this permit. Date: . 0 3 Approved by I I I y � 1 TOWN OF BARNSTABLE LOCATION - Gnt F NrCk WAY SEWAGE #'2co 3-13o VILLAGE.. - r 0"I M I S, ASSESSOR'S MAP &LOT ! 1(0—o5S INSTALLER'S NAME&PHONE NO. A+16C owc's SEPTIC TANK CAPACITY At ito ®OS®Z.2'L LEACHING FACILITY: (type)6 i6g' %wr Z&eATQA4s'®ea 3 (size) 00 z NO.OF BEDROOMS BUILDER OR OWNER �I 'Z O- COMPLIANCE DATE: �� Q PERMITDATE: I. 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 CAS �r C `o IOU t] h ar _ 1iT YS r Ole 13 / ' � (W C1—M vf, /I KC-DAZI- -_ O — R:j.R, s . .F.tXEP FinED,_ >%1xEP .... .._........:..__...... ...... 1•x.'ED F/X D 1�/x D....� ©/tat Ga5-s - -_ILIt6NL._�'F kOot rDCED Aal 1 T! en ollsa !-a pMT sotll a117. D1/r M OO ca5s a ... .._..._two. U$_... . .._.aas-�....... a©a. FwN o aos� 45' oyFA cw- m� EAT-rN- N00K . rl S � ------------ DLIT a8N/ovE2 � Fixes D r 3 ,. 0 = J \ 1 r FA-ni I l Qt10 NL 1 p O ' nPe rJ �L&, -- 1! S a c OVER i-eaE� DIET dYrllOVC-A — — ` ZS ® FlxeD � rF � � d-0' L) OVER F�Va 1, i rl) _ OATH .A L WIG , .. P9A TLR r� y x LI,tED�1 Gr hh�j DOOC �'Q — +• a OPr.. I/ d a ' I L ST-+n25 cult' li .7 X/ 'rRA wI,yJM OVE i7 t SF1o4yE� oZ7-1 _' OPF�J Q ;t ®G/SS-l6R�lI.0�7' C Y E RT.61DE ONI. o I aY 3 PRE w.H �c 15S ' 516AT D0. w�sH t'ir4 Ell—' r 4LTra O `O Q Y�FREr1C.N �M �O 5P V Q x xGs L- g � a %e - — o ► ,+Isar .r ac>aP- a85a f oZSSa m CA) tnleD 'r assa N 9X7 OR. 6ArR'.-pOOR5 dS,a _ 3 - , . _.O 7���0- �1K.zT LLOOK VG.4rJ- �SGA-6E ��✓'�i'-�•• . \\ l PSG Sop 8 I ol A oqz - P-r- o PT- a„ D,ra, I ov f. g A-fT+ ini ty"&f LAW N 0 -a a� dYY6 \9 n p ,lLi ata-- ba.. oQ -t a8 S" a yvG aY4 fRTrIG 16' / n PLq -vo—.j 0 4c,Y'r. ao ,g 1 ` O IOT�f y Oaf Z3�D�200 ti1 ',r--_ .�...._;.•;. '� 11 floZi O(+EQ1r6 ayva-a. � 0 r *,o - FwYco48 Qy aSV3-3 aU4a-3 00 ;� DoAZMEVL rLc�K P ip� f-57'•H� �N \ - 3J 35•- O D GIL D G•Fi D i-Gov,E PGA'N SCALE si" i a r. TEST 2C FT. MlN;MUM r:Ua1 CELLAR ' J S01,T P# 10,363 TOE' OF FO NDATlljtl ATE OF SOi_ TE_ ��.� 10 FT. MINIMUM FROM SLAB qR CRAWL SPACE SOIL TEST DONE B- �_J�sR ELEV. a __-- 10 FT. MINildUF.1 CLEAN SAND "TNESSED RY qC T { _._ - FOVtwR - \ c-!NSPE%TiON PORT -_95.aG ELEv.= 96.00 i ! 4" SCHEDULE 4G PVC PIPE I -LOAM AND SEED t?L'SERYAT�DN Na1["E ' E��.� __.___-r6 IrJC�E5SERYAilt�l N01. -- 2 `--- �- MIN. p'TCH tjg PER FT i ,� ` 1 PERCOLATION K r _ _-- dirt, IrJCH A --- a..0 AT; 1 RA r. MIN,/INCH- N HORiZOtJ I , ' , 2" LA,T R OF _� , -'r" T;;r�J i EP_TN ;0-_'tZ TE:!TURE_ COLOR_+MOTT-TC OTHER -� ` tTO DEPTH �a -Ezr_iRE aL,� Mc e" _ _ _ , _-�__ �vYASHEC STONE F T - A I ANDY to ?C�R� 2 I NO k00TS C1 i0 U/A SANCY LOAM 'OYR2/i NO f RO`' -Y� I I 1 4' CAST IRON PIPE -' `�---~ 1 N 10 9 ' 0 I S / .3.00 _� L ------__.. 9ti�:�C MA3w -}- _ ?S Mkt. ,0' REOUfRED i 1 i E , l I (OR EQUAL) MINIMUM --- 1 -t'-� -- , � � 1+ �S''-' - --i- - '--_ { I t \ `- r f ( 9-30 B i.OAIJY SAND IOYRJ/6 { ! ROOTS i 10-24 8 LOAMY SAND 10YR5/6 , PITCH 1/4" PER F T. I_ j i � l ROOTS � l TEE i \ ( >_', ) ( I I ! ?4- 5?.'I C1 LOAMY SAND II OYR6/4 �� \ �� I3C _.0 C MEDIUM/ 10YR6/3 ( , L I I 1 1 FLOY! LINE COURSE SAND i 1 -JY '� I I f �- ELEV, i t G" j--1 __. -. ~� �_ -- _ 'J i IS2-,J2� C2 4 J -�MtN. +.�_ +pl gp i ° COURSE SAND 5t6; ' �. I �� _ , ELEV. - - / ".�n LVEL I O �� I '1 -r C 1` `` I ° �0» �1.i7 I I ! ' I I l I ELEV. _l.$1> - GA ELE 93.57 MP 1_ELEv 8 AP ALE v' - - DISTRI$UT)ON Ei.Ev. - / � .,• LL UID OUTLET �L_-- p�y 6 RICH CA.PA-1 ,NFiLTRATORS NTH � TEE BOX .- - STONE IN 4N I z I ` (TO BE nI.ACEU ON =)F(M SSE) ; 4 F- T 14 INCH-s `G BE .v.TER TESTED T - I "7 11 X 49' X 10 .R�hC'-� ��:RtdATiOh � 1 S F T 19 INCHES L ,'1 t IF !MORE THAN ONE CUTLET --___-._ _-__ .._-_..___-© __-•- _-- �3 µp WATER ENCOUNTERED AT i i 6 FEE T 24 INI.HES I 1 J •' GAL ON ,c �(�I�. /����T`���� � � WELL - NL�1---- _tit_ ELEV. _ __ s5�4 NO WATER ENCOUNTERED AT __1_U_'_ ELEV 7 rEET 29 INCHES ; SEp IC TASK (TO BE pLAti,�C ON F!Rt.� BASE) / �`�"•,,,,, FEEET _-_ 34 INCHES ; ZONE--- ---- 3/4" TO 1 1/2" CLEAN SYST-t m (SAS, INDEX I DOUBLE WASHECI STONE � ADJIJST-_ - `' FREE OF FINES do SILT DESIGN CALCULATIONS LEGEND: - C , �.•�- 1 - - USG PPOLE,ABLE HATER TABLE ELEV. - _-__-- EXIST!NG SPOT ELEVATION 00.0 NUMBER Off PSqBEDROOMS11 _ _ _ SEWAGE DISPOSAL SPYSTEW PROFILE OBSERVED WATER TABLE ( / ) ;ELEV. - EXISTING CONTOUR - -_--CC_--- GARBAGE � S 0 JI _�_ BOTTOM OF TEST HOLE ELEV. _ FINAL $PCT ELE'4A.TtOP! TGiAL ESTIA4AT€D FLOvv FINAL CCNTO+JR- ,` ( 110 t:AL/8R./I)AY X ,,.. 4,_ BR.) _�4_ GAL./DAY SOIL TEST LOCAT;ON !� REQUIRED SEPTIC T:,NY. CAFACIT'Y GAL. T, P ACTUAL SIZE OF SEPT!C TANK _ _ GAL, I TOWN WA TER -A, =W a-�' - 1 SOIL CLAS�IFiCATiON CATCH BASI"; - �- .?ESGN PERCC�LATICh RATE ��__ M;N./IN, 1 GAS L;hE --- - J EFFLUENT LOADING RATE GAL/DAY/S.F. .» CLEAN OUT _._____C.�.- ---� LFACH!NG AREA a S J. FT. � . _ a C.P. �, ��x4a)+��xzx�0lz) t CESSPOOL P ,� ( I ; LEACHING CAPACITY (AREA X RATE) ��..� GAL./DAY f t I RESER6v�:.EACHiNG AFACITY M144 GAL./DAY NOTES. I I .» T,- n T R L D ALL WORKMANSHIP ANC MATERIALS SHALL CONFORM T . I !.E 5 A. L� THE :GWPi OF TEE____ RULES N, ~ � I 0 T 41 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF ;EWAGE. L 67� ,1.�..? �` �. � f 2, ALL C.'u`JERS TO S:�!'J;TARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF F1N!S►tE!? GRADE. ! 3 -H, 0 `THE SANITARY ,E SHALL BE CAPABLE OF J � ALL COMPONENTS � SA'J "YS E+ I # L N tNG t+-t0 IA_„NG UNLESS Tt �Y ORE UNDEP OR WITHIN 1 10 FT. OF OR;VtS OR PARKING AREAS H-20 LOADING SHAD_ BE �. .' � USED UNDFF? OR w'THtN 1G FT. OF DRIVES OR FARKiNG AREAS. ` ` r ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL I BE MORTARED IN GLACE � S. NO DETERMINA'i0N HAS BEEN MADE AS TO �OMPL!ANCE WITH DEEDED OR ZCN;NG REGULATIONS. OWNER / APPLICANT IS [0 a OBTAIN SUCH hETERtdIN:ATION FROM APPROPRIATE AUTHORITY. T _ F ." 1 6. UT;�iTIE$ SNO'"rty ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR ' S C CALL 'D G SA � AT 1-t}8R'-344-723? AT LEAST ,?. HOURS PRIOR TO COMMENCING WORK ON SIIE. - I 7. CONTRACTOR IS TO V'ER;�Y GRADES AND ELEVATIONS AS 'YELL AS SITE�COBED!B JiJSHT TC T} E COMMENCING OF ORKTHE IN SITE. ANY DES DESIGN ENGINEr/nRi~IION i - JG ;MMEDIATEL'r'- , 8. PARCEL iS IN FLOOD ZONE C____ 9. LOT !S SHCrNN )N ASSESSORS MAP __76__ AS PARCEL I 10. ALL UNSUITF.BLE MATER!AL SHALL BE REMOVED FROM UNDER AND FOR A ti,!NIMUM OF 5' AROUNC SOIL ABSORPTION S+'STEM AND BE REPLACED WITH SAND AS SPECIFIFD IN 310 CMR 15.255:(3). r. Sol 7' i ....,r-- ....•�M� c B'+y;;sws •'✓:� `aw.,.sa".,,seyg t:•..+.s::-a',a...':a . .. ._.e�._.. � r� 57 WAr,h'QtJ f I � 1 - 4 9c DR00.11 { 9 ; i ; 0 APPROVED: BOARD OF HEALTH I 1 _ I i C)ATE ,i.;tlJT i r I PROPOSED SEPTIC DESIGN FOR j t -F-.: / I YMO ND P IRRO NE i If , ------ '�------------_ -_- - I FvA1kw. ;�a t Rpr'lE 2R L-_- - t? __,-- .-�- I LOOT 42 1 i � i 3 t a a NECK WAY, B ,,_ _.. 235 GREAT WES :I BOX SRN RC,,4;i 13 U3 - - _ >' _ SOUTH DENNIS, MA` S _ 4 r — —_�9t3 =�"J J t / _ I 'DATE SCALE 1 " �, 'Jrn_ NOV, 19, 20021 L----------- -2� -�- / �r r D 14^ i _ l T / /�V L- '-� ' �L. p big ( REVISED - ----- i JO@ NO. ILl L q i 5555-00 TAR+►� r — _—_—_----_-- --- L_-----— --_—� . --- --- --- - - -- REVISED ---------- -1 ---- --__-__i�7\ L__ ____-.------------------ -.-._._______�__._ _._______.._.�-__._.-.__-- ----------�____. ---.,--_._ -_-.- _.____..-..______._.___-.�_____._____-.--_-..__ _- ._-T_---- .-.-_• _-.__.-- --_-- ---___..__. _—_--___.____.__.___-._-_-__-- ___-- ------_...._-_.. - ------- __._ -------------------- -----------._____ �� j5B',A?O✓ 5555-001,dwq 5555-00-401'G' 02003. 3wEE1">ifR ENGINEERING 1 r