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HomeMy WebLinkAbout2519 MAIN ST./RTE 6A(BARN.) - Health (2) Acr 7-- d o j TOWN OF BARNSTABLE LOCATION 3 > �II � e Ic W fir/ SEWAGE#wZ/ VILLAGE gc fmj hf ASSESSOR'S MAP&PARCEL2.0-0/v—00;L INSTALLER'S NAME&PHONE NO. � /. Gt�yc��-iLc•.e/jei SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 3 SG r A/ _ L 9. (size) 33, S X f 2.X.2 NO.OF BEDROOMS e-1 OWNER o� :/r� 'e�, La PERMIT DATE: 12 COMPLIANCE DATE: 2 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 w � w e � 's7 r1 - W v� c� No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS YeS 3 ' ftplitation for Mispo8al *pstrm Curis"ttlari 3permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) /complete System ❑Individual Components Location Address or Lot Ng,*Abe rlv_.w"%o rr s Owner's Name,Address,and Tel.No. p ICyeo 4. Sv^�=M GAA, c'7lo'7 o"Z3Z3 Assessor's Map/Parcel /D I U op Z 30 1� Installe lzse,®``ess,and Tel.No q��Y Designer's N Address,and Tel.No. Sb$ ,3&Z_ySy w iti t Ain�1' of n^P �r}' Type of Building: Dwelling No.of Bedrooms Lot Size JrI 3� sq.ft. Garbage Grinder(NA) Other Type of Building No.of Persons Showers(Z) Cafeteria(NA) Other Fixtures Soo. \n!,Tyb Design Flow(min.required) I�D gpd Design flow provided qqc) gpd Plan Date 3-11 2i Number of sheets ( Revision Date WA Title 30 L o+,?> Size of Septic Tank !Soo Type of S.A.S. ka_c_�on4 CO-1wti Description of Soil G o►sS I S O U S 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 place the system in operation until a Certificate of Compliance has been issued by this'W ealt � Signed Date y-30-zl Application Approved by i Date Application Disapproved by Date 4 for the following reasons Permit No.. Date Issued Val/ ..-• 4�rTMx-,.c..,,(•,. 'a'� �.'�-,- .. . ^`�o`FJ1Yi '.s f t F�.+ .�" �` � Y `'". \ -. �s n -.t ' •.p' y:,P ,..• ,a•^s f r� uR �`k` .'C .i';, "'yam.,- .-M.,`-v �F'13 'r "�* 5(�i g+5<� Vl:�z ,��,yr. �`..�.�• i ,,fi'✓ �; �6kc, �c AW No. 11 1 `� 1 1 Fi s Fee t THE COMMONWEALTH OF MASSACHUSETTS Entered computer: Yes PUBLIC HEALTH DIVISION TOWN'`OF BARNSTABLE; MASSACHUSETTS 4plication for MispoSal 6pstrin Construction Permit Application for a Permit to Construct Repair( ) `Upgrade( ;)� Abandon( ) Complete System ❑Individual Components Y Location Address or Lot No A r 1 . W a.,,T&rr-vr, Owner's Name,Address,and Tel.No. t ct7S-7S19--CZ3 Assessor's Map/Parcel zs /O 10 pp Z,, 3© b Installe 's Name,Ad ess,and Tel.No ' Designer's Name,Address and Tel.No. �'4 Type of Building:. 1 R` Dwelling No.of Bedrooms Lot Size 51311 sq.ft. Garbage Grinder(WA) Other ; Type of Building. Wood 1 r7ro-� ', No.of Persons 3 ; 'Showers(Z) Cafeteria(N/A) '`'Other Fixtures Sook.',� Design Flow(min.required) © gpd Design flow provided q Ne9 gpd Plan .,Date :K-1-7 - 21 Number of sheets d I ,, ' ' --Revision Date WA �.._ Title 3o Lo-4�3 Ate-r-Ve V-)u_t-r i, `f .Siz,of Septic Tank )SOD C 1Qe Type of S.A.S. Description of Soil• ,C,4&-s .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 place the system'infoperation until a Certificate of Compliance has been issued by this Bourd of]Healt A Signed vr� Date L•I-3o-V Application Approved by �j/ Date r Application Disapproved by Date for.the following reasons - i Permit No. Date Issued d THE COMMONWEALTH OF MASSACHUSETTS. BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed V Repaired( ) Upgraded( ) Abandoned( )by . )- T— ( r'�C� at NU A6,Q ru- too-j M r ns�'U�u__, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No,)M ,I k /dated ;1-�k Installer ` �( C 4.• Designer #bedrooms y Approved design flow Wo d gP The issuance of this permit shall not be construed as a guarantee,that the systemtill� ct�asi . Date 9�•�`► Inspector -...Lam. •---- .�""� ..._�- .- _ .. .... No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted.to Construct O Repair( ) Upgrade( ) Abandon( ) System located at 31 A6Q-cu - Wo---� MA and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 this permit. /J Date Approved by i �[�• J 20 0 30-0' 12'0' 3.5 . 3l'. 7 9. Y,2. 3.2•. L9. 3'-y.4. m pm M ! C v VAS❑ E s i "B C�"a DETZ cT®l A8 a DECK c MASTER. -� �- INING BEDROOM l s•-s• ca rm G '} - � $ Ir u J .I 36•id`47� _. b , -AIJOER0c I . _ FiYG G061 BEAM ADM IC(PLV51 FRAMED)_ ___ BEAM ABOVE(PLUSH PRAM,_ ANDER5EN €^FW633611 o ( c.,cross �a 30'.6`b• i TARBAOMVSEO ------ G- i 4 -------------- ---- MASTER T — ———— 0 1 BAThi I c T�SRE I r-- .O WALK-IN I (_- j CLOSET E 2:O. �33,O. i F'sa,wD I I� I G'.g• I. 3'.1 aF�. <17 1 11 l 11 i O L---- ---- --- = • - I�As 'GREAT I i { I I _ 17� ��- z.6 F.P. ROOM I';oiv- `KITCfiEN I' L J .o ,13 i u oui tit�Nv I I UTILITY V, Az --- -- f1 2 I r 1 I PANTRY P GLO - ree.. UNJI B.EDROLIM#3 I - � I yi O \Y•I P / 3 -4• 12•,p. a0. '^ Cs / \ �I 2®2�6., P q, I __.......'..;. O ea HALL�. Mr 14R@ I b 140 STUDY FOYERI I AFRON (BEDROOM# I o A7 P b: Sp. 1I I 1 (III a Q g. �A NDOM 110, 410' 1 L .. I'-0 6'-b' '!1'-I i'.. .._.I J I m I ABOVE I� GARAGE II I (4'CONC:SLAB ON GPADE(16 ' Iw '^ -PITCH 2'TO O.H.DOOR) I GABLE ABOVE WONDOW OV GABLE K ABOVE ....A7 3-2.+12 CON WUOUS HEADER 'I T � CORNER O CORN§ F Ab' A A A7 - A7 WIDOI ABOVE a' Iz_o•. e•a.. ;O. otc al•- y �i Town of Barnstable pp 111E Ito inspectional Services Public Health Division is YARNSfAHLE,. . MAC' Thomas McKean, .Director 16 q. rra � 200.Main Street,:Hyannis;MA02601 Office:-°508-962>4644 Fax: 508-790-6304 Installer& Designer Certification Form Date. "7 l2- Sewage Permit# - Assessor's MaplParcel Z5? D Designer O WtNItaIler: J J r �s�o G'-- ps Address: 3°l (Zvu Y- Address: (0�13 01 da\rnou� h Now f'oy Pw-4-; CVt� on DY was issued a permit to install a (date) 3e (installer) septic system.at 31 VI Vq&q � Bar Ls 1`e based on a design drawn by (address) �CUt i3O A. a G :� Prr:pLS: dated (designer I' cert that.the sep is.sy.$tern. referenced above was' installed substantially according,to. fy the design,. which: may include minor approved changes such as lateral relocation of the distribution box and/or septic: nk.la Strip out (if required). was inspected and the soils were found satisfactory.. I certify that.the septic system referenced above was installed with major changes (Le. greater than ,10' lateral relocation of the SAS or any.vertieal relocation of any component f tite septic systems)-bait in accordance_with State &Local.:I3egulatians. Plan revision or :certified as=built by designer to follow. Strip out(if required).was inspected and the soils were found satisfactory. I certify that the system referenced above was.constructedin com ce with.the terms of the I1A approval letters (if applicable} ,,� n� 1� f ' Oa1171 trr crv� In 1 e 's ur No aasc DI 12 estgner's Signature) / (Affix Doigner's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH:DIVISION. CERTIFICATE OF COMPLIAN:CF, W L NOT $E ISSUFD UNTIL BOTH THIS FORM -AND AS- BUILT:CARD ARE.RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Woa\deptAHEALTMEWER connecASEPTIODesigner certification Fom Rev&14-13:D.OC. I 1 20 a 3n'-0' 121.1 POTUBPS Ia-0' Ia-0, p.• 3-P. 2.1 as AT 4D U J'�TUB� I i j O III A6- -- all MmMum— stjOKE I QT tam ®p u�s ��p r� P.T.2 a 10 16'o.0 1 I I i I I MUT Q wR`FT Vprr 8 QM ME CTGJR O' :.A IG r I I 1 rcoN omlc•ur I I IL2 PT,'7'a IO•, I 6'-G' 2':O'. ( BAS[M[2T t1E tAT o'D'.90r OrUp[ I I I t I L————_WIIJDOw Lj A I I I I S J c 3oaoTis.12 I j oa`cL30 rodr' r�- i C. r i I I. T.-y I G•.I j— (�--1?PICAL 10'.2(Y f 14• 0-7' !!: - 8'-2' i I 03' LONOtL'IL FOUTIIIW I( L I { ;3'�P PROM BOTTOM T11 3A 3.F I I T/D'L I- _ GIRT _ _ I P I 11 jI J " Jr L L Jf I I 8WVAIISIfIID FD 1OC4O_zW[NI4>>�aIII 1'...J IIIIi II;( Sr��yET:TApptI i .8 k(6I�1.L4T5®11;I<1�"B1[61a0 fN te U' Ii S � 1,[E fI pg�i0'-0a4„•TIg YtGPS-IjI�.jr2:l1I7 cBtIa A•c oII u._.sII ue�i� 'II�I4( aIa 1- 'I� �E{. Ei r` .TT31rtE�EIC L q_.I fJ1I v�cNI UGl9VM 1N S 3� I _I!II IIIIII�I r�IL IIv•�In " -IIs '— oD.e o _o OMpIIII OtIUM De2 wi —, 31/'DIA.IC I WO2rTPR AT TO P C131/2"OlA. MIDDIP TEEACGLUMIIgSEMENT A UL sa Jill pT. aSTS®r6 NCALfa3D !12' c. Moll, �p�T'ggOEOK CA L BEAM '14 — ; POc.E3-1S11 / aiv L J I M I, o,6• 4 a 1 s EEL�W t IB$1 sEaatT Y/COW 115 I CAl9'/2 DIA 15 I CAN00''.' lALLY.CiWMNS � I foDTING TAIRS_ _A I h1 BASMEBt' _I ` I i I I. 1 �. R °I 4tr TTPIOAL -2d WNDOw I I 1 i I I 1 �I D® L_ was10 A MU r3NGS :9 4'P&OM BOTTOM I I j E I J.- PWICOATONOUC. I I - B penM I —,r I I 1 7 POCKE I A7 _ _. p..- •.t 3-1 3w.I LVL P.T.2 IO LEDGW.WY(I]5/8' I\ I— + —�- v -{ -QI-1 I I I I :AT,OP TOP fg FWD. wau:l j I'I 1EDGFRLOK BOLT 67 IE ti.c. O h / Ot I I. I }. I i AT,O.M..D RS OO BTAGGERED.MSIi BEYJIIU —'II`� t I.•• ll -9GUARE.12,DEEP I I., GARAGE. .j . Cal roorlNc— --I' 1 I _ I <'con c sLae ou cRAoe PRp12'TOO.N.DOON I. I 0.a I I I I I sou PiEaz A�dao� nAi-' r t"I` _--2B,BDuaRE a 12'DEEP I J f( I C_ I Gorc.Ecomlc 1 1 u AI'::IEEE;PI A7 I I ��I� �R�1 �A7. n q I. I I I IAP J' F I I rr j j I -- - r I I iv 22.A, 12'-P -- NOTES LEGEND 0 SYSTEM PROFILE ,. DATUM IS NAVD 88 ALL SYSTEM COMPONENTS SHALL BE a 99- EXISTING CONTOUR MARKED WITH MAGNETIC TAPE OR 0 T. SPOT ELEV. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 2. MUNICIPAL WATER IS PROPOSED 01 X 99.1 EXIST. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. N ROUE 6q 2 PEASTONE OR GEOTEXTILE -[99]- PROPOSED CONTOUR TOP FOUND. EL. 38.0 FILTER FABRIC OVER STONE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS [98.41 PROPOSED SPOT EL. \ 36.5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 36.0 TO BE AASHO H-ZQ (H-10 TANK) RAILROAD TH1 THICKNESS IN. WA REQUIRED BLOCKS OR 5. PIPE JOINTS TO BE MADE WATERTIGHT. Ov�� 6P C PRECAST H-10 TEST HOLE *THE INSTALLER SHALL VERIFY THE RISERS (TYP.) PRECAST RISERS R LOCATIONS OF ALL UTILITIES AND ALL 2'0 4 0SCH40 PVC MORTAR ALL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH © z 2% SLOPE OF GROUND t• 6" MIN. SUMP PIPES LEVEL 1ST 2' 4' COMPONENTS H-10 ( ) �- BUILDING SEWER OUTLETS AND �` (TYp,) INV'S EL. 32.0 4 6. CONSTRUCTION 15.00O TITLE 5. ELE . 12" MIN. INT. DIM. SIDES ELEVATIONS. PRIOR TO INSTAL LING ANY ..\ �ENDS 7. IS FOR PROPOSED WORK ONLY NOT TO ELEM. '�q/ LOCUS Q� UTILITY POLE PORTION OF SEPTIC SYSTEM 10 , pgg - . . .. .. .: .. THIS P LAN AN ' ' 33.03' TEE 1500 GAL H-10 TEE ; �QD�o ®®�� ®®®® -L]®®� >000000go BE USED FOR LOT LINE STAKING OR ANY OTHER �y 000 ;., SEPTIC TANK 32.78 0 0 0 0 ®®Op��p�®®®® ��®®®®®®®®® 0000000o PURPOSE. FIRE HYDRANT 4, LIO LEVEL o 0 0 0 0 0°0°0°0° 00000000 UR SE. r'r^t WATERTEST D'BOX "o >00000000 o 0 0 o°o°o°o° •+• °O° Cc O°°°°°°°O°O ) 0 0 0 0 ����OI �®®®®' IJ®®®®®®®®®® 0 0 0 0 .. V/ Y °�°�°^°�° ' FOR LEVELNESS �' >0000000° ®�®®® [��®®®® ®®®®®®®®®®® ;°o°o°o°o NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING ACME OR EQUAL 0000000o 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 32.30' 32.13' ;00000000 0o0o0o�0 30.0' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED " WITHOUT INSPECTION BY BOARD OF HEALTH AND pUTE 6 oo--;o°000°o°O°Oo0°O°o°°°o°O°°oo°Oo0°O°O°001. 000°o°o°o°000°o°o°o°o°o°o°o°o°o°o°o°000°o°o°o H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. PERMISSION OBTAINED FROM BOARD OF HEALTH. R �,o,,o o_�_�_�_�.o 0 0 0 0 0 0.�_�_�_�_°.o 0 3�4"-1-1�2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES� ,_ 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP SCALE 1 = 2000 SYSTEM DESIGN. COMPACTION. (15.221 [2]) o DIGSAFE (1-888-344-7233) AND VERIFYING THE 00 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. GARBAGE DISPOSER IS NOT ALLOWED 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 22.0' BOTTOM TH-3 REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 257 PARCEL 10-2 PROPOSED 4 BEDROOM DWELLING ( 2 5% SLOPE MIN.) ( 2 SLOPE) ( 1 SLOPE) NO GROUNDWATER FOUND LEACHING FACILITY. DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD LEACHING USE A 440 GPD DESIGN FLOW FOUNDATION- 27' SEPTIC TANK 24' D' BOX 15' FACILITY SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. SEPTIC TANK ZONING SUMMARY LEACHING: ZONING DISTRICT: RF-2 DISTRICT SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD V MIN. LOT SIZE 43,560 S.F. /� TEST HOLE LOGS MIN. LOT FRONTAGE 20' TOTAL: 615 S.F. 455 GPD E E E E O / MIN. LOT WIDTH 150 - - - - - - - - - - - - - - - MIN. FRONT SETBACK 30' USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 5 REMOVAL , UNSUI LE SOIL RE UIRED ENGINEER: CRAIG J. FERRARI, SE #13871 MIN. SIDE SETBACK 15' WITH 4' STONE ALL AROUND OUND PERIMETER OF LEACHING F ILITY, - _ DONALD DESMARAIS MIN. REAR SETBACK 15' D WN TO SUITABLE S L LAYER. REP L CE AB E WAY WI CLEAN MED. S D, TO MEET o a WITNESS.3/15/21 MAX. BUILDING HEIGHT 30' SPE (CATIONS 310 CMR 15.255(3) DATE. - - - - - PERC. RATE _ < 2 MIN/INCH SITE IS LOCATED WITHIN THE AQUIFER - - - - - - - - - - - - =t - PROTECTION OVERLAY DISTRICT -.w- w w w w w w w w w w - - _ _ -G G G G G g G G G w W w---W CLASS I SOILS P# 21 -25 MA - _ _ APPROVED DATE BOARD OF HEALTH N32 W � w . ©0_ G - ____-W 34N ELEV.6,26„ 3) G � ELEV. ELEV. ELEV. 1 4 35 I 8, \ G G -----G 0„ 4 35' O" `� 34' O» 4 33 0» 33' 100% RVE I O I A A A A j I [. 361 �6 37 I �\ LS LS LS LS ---- -- ` - - - - J/ 36 1 38 \ \ 10YR 3/3 10YR 3/3 10YR 3/3 „ 10YR 3/3 a 00, 8 900 12 12 F .-.. o e \ � B B B g a BENCHMARK: \ Q � CEMENT BOUND .V�:/`�t-,,, 1 �.�;�--�_J J LS LS Ls ,,. LS c I D =37.6' NAVD88 \ 10 1 YRt 1OYR 5/8 0 5/8 10YR 5 8 � 24„ 10YR 5/8 33, » » / , 26 31.8 36 30 48 29 QO� 3S� II " 2 FLS ; FLS FLS C � PORCH \ ` �' � 10YR 6/4 ,� 10YR 6/4 10YR 6/4 PERC Q p� N 60 30 60' 29' 66' 27.5' • � T0 O M S PERC C2 C2 C2 LOT N °0 ✓ \�✓ I 2.5Y 7/3 r '� 51 ,391 s fi:. Ms MS MS s PROP ED DWELLING 1.18 acre LO LO TO F 38.0 - 2.5Y 7/3 2.5Y 7/3 2.5Y 7/3 �0 132 24' 132" 23 132 22' 120" 23' c0 2 'MJ I NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED a #2519 q� ROU 1 36 I #B R Y 40- SITE PLAN 38 OF # (LOT 3) ABERLE WAY BARNSTABLE, MA PREPARED FOR o I 6A RYCON GROUP INC. DATE: MARCH 17, 2021 �. Scale: 1"= 20' '•�,_11 ��NUFrggSs n��H c�F Mq�f1 � 0 10 20 30 40 50 FEET s o' DANIEL G \i7 a O,J ALA CJALA z Cillls_ I� ?..: :'0; off 508-362-4541 .a a No.46502 �. .� oFcss��` I fax 508-362-9880 0 downcope:com ���f�•. _, �'� down cape engi/leefillg, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOU THPOR T MA 02675 DCE #21 -049 21-049