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HomeMy WebLinkAbout0096 PLEASANT PINES AVE - Health 96 PLEASANT PINES AVENUE Centerville A = 234 - 007 SMEAD No.2-153LOR UPC 125U amoad.com • Mad*in USA WW OIFICFMSRFROWM MNYWWRO0RANLM TOWN/OF BARNSTABLE LOCATION 06S . SEWAGE# 2-0 1 VILLAGE ��^�����C ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. ?� SEPTIC TANK CAPACITY /L/e LEACHING FACILITY.(type) Z S-0 D t'— i^A"size) 7-4:�7� 13 NO.OF BEDROOMS W l 5 OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: l 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,&k's I� A- G A Li r_t 571 f _ ' No. 0U Fee UV' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes tltitati0 for Misp sat *pstem Con truction Permit �►Jw.s ► �- 570 c1�,�� R �� PQ�; ;, ��M . , � ask<f-�g J-ej dL,,I pp cation or a Perm t to Construct( ) epAir Upgrade( ) Abandon( ) Complete, stem ❑Individual Components Location Address or Lot No. 7�6/� 95,n/i/%tiE 4 wner's Name,Address,and Tel.No. Assessor's Map/Parcel UO, (/ �6 ,�fr�.s�Jn/ �f ,F✓V Installer's Name,Address,and Tel.No. �� f'S� 8�- Designer's Name,Address,and Tel.No. /QY�9.✓s�/�/f cr-�n�i v2Y Y/�✓/�Y �b ,�®w.v' CA99/� .�i✓Gi�✓F�/.t/� Type of Building: Dwelling No.of Bedrooms Lot Size 40 .�® sq.ft. Garbage Grinder( ) Other Type of Building ��)(�/�iJ-/we-� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -2 ;,® gpd Design flow provided ,3g'I gpd Plan Date /�fG -o, n?ca/'%Number of sheets / Revision Date /VoyyE Title Z Size of Septic Tank Type of S.A.S. dZ S av GAG L�/�Ci�iit/l C//��rcQ Description of Soil S el G 1 7%y 4P 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 Board of Health. / I ed e Date ✓ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. d Date Issued - ' No. �6( 5" VU q MY Up /f (l �. Fee VU y ` Entered in computer: THE COMMONWEALTFOF-MA SACHUSETTS40-00, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes U �� plicatio for bled 8Ar*6pBtem (Construction VPrmit u�-e e .S " /) � � >�jgG{r'�r �C �` Apphcatiortpfor a PermitS to Construct( ) Repairek Upgrade( ) Abandon( ) ®Complete System ❑Individual Components Location Address or Lot No. r/'G���9��i�✓i /N�t iL'-Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ;7� 4 U �� � Installer's Name,Address,and Tel.No. .SdB 2,, � Designer's Name,Address,and Tel.No. s`e /Q>'9i✓S ryl/%� ���Tvpy t%�v�r � ,QOw�/ C9/p.G .Ei✓G/�✓E.�¢/.t/�- /� �✓ ST- Type of Building: t t Dwelling E No.of Bedrooms Lot Size /D,/.�� sq.ft. Garbage Grinder( ) Other Type of Building Q4/Y�,I.,L //4125 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -2 2,O gpd Design flow provided gpd Plan Date y�G �O, �?o/'y�Number of sheets / Revision Date Title Size of Septic Tank /S60 G�qL Type of S.A.S. .Z S—oo GiyG L//�1f1/i!/G �i`1�i.�8�cur Description of Soil G/�cf / S C,/G-C Nature of Repairs or Alterations(Answer when applicable) /S 0O G/�G S l�/�dX > �/ 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 Enviromnental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ed.( Date Y Application Approved by U Date - Application Disapproved by Date t, for the following reasons Permit No. O O L J Date Issued I / THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CE TIFY,that the On-site Sewage}Diisp6sal system Constructed( ) Repaired( ) Upgraded( ) Abandoned at Q} !? ,ram has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2 a 5'00 dated �l Installer Designer-7) X V C N' f- #bedrooms Approved desiign-flow �� /� gpd e The issuance of thi p rmit s all n construed as a guarantee that the system will Lj6mc o",as�d/bs/i/g/ned Date / p /% t Ins ector � -------------------------------------------------------------------------------------------------- ---------------------- No. 20 1 Oa L,l Fee 66 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal .6pstetn Construction Va ttlt Permission is hereby granted to Construct( J Repair(�� UUpgrade( ) Abandon( ) System located at .9 L 12 of c f /J/ P j (, 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. Date ! /}� Approved by VU_ Pr MC r ti �I M� S�uw -I-�J� l�olp lac , o va o S1�S FROM :down cape engineering inc FAX NO. :15083629880 Feb. 19 2015 08:36AM P1 '_Yowu [if Barnstable CSThomas)?. Gaile r,Director Publgc Health Di ion T�kompis McKmm,Darecto r 200 Maju S rc4 Ryma z&,MA 02601 gdfrw 508-962-4644 Vex: 54 9-190-6304 Date: I f� 7� s�rag�a]Permit# vak 1f�c�igniem: v.U3✓t � Cn+ $�s�rallflcr� A nV o t"A on j R 1 C �T YY1 G wqs i%ued a permit to install a d e ? iris�llex) aepfic system at f ���"^�'11,f 4 based on a design dM'WM bq' (addxess) 6LAI( 0~ 0"F— l..f dated_, I entif. that the aeptie system rcfel' xrcd abavc was installed substantially ac(,'ardmg to th,- design,•whioh may inclade minar approved change-9 such as leieral 010eatibn of the, distnbud im box andlor 8*0 tank.. 1 certify that the septirs system xefer=od above was Wstalled with rnI*A' changes (if- i greater than 10'lateral relocation of the 5AS Or any Vcrb-oal relncafion of f aonzPon at of the septic spturd)but in aceo0aace with ate&Local Rey llatir Pq. Fled rpidon or, certified as-built by designer to Mow, Y WesSignatuxe) — DANICLA. QJAi d1 N CI It.: No Q51J2 (pP8 =13 81Ua11� ) { Elite ) D:�askblSetrdclDehEF�nerCe=t�cation.Po�i3�Z6-04.doe . i Town of Barnstable Department of Regulatory.Services LA Public Health Division Date MASS. r�u h1 200 Main Street,H annis MA 0 G 11 J Date Scheduled C7 ! Time Fee Pd. �!�� �(� Soil Suitability .Assessment for Se e leis � Performed By: A,0JAL R gC61 QCf (NL Witnessed By: LOCATION& GENER.A._L,j NFORNIATION Location Address 6 �/� /J � , f Owner's Namc t X/y� ✓I �l Address Assessor's Map/Parcel: a3Y 00/ Engineer's Name 0 LA),,� NEW CONSTRUCTION REPAIR Tele hone# 6 Ol ��~7 Land Use: Slopes(%) Z 0 _ Surface stones 'e u ) Distance's from: Open Water Body Possible Wet Area A Drinking Water Well ft Drainage Way ft Property Line Z!, ft Other ft SIMTCH'(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands fn proximity to holes) A / I .Piti£.5 Parent material(geologic) aV 7�W/1-S1 Depth to a oe ✓G 0 Depth to Groundwater. Standing Water in Hole: A10 Al Cr Weeping from Plt Rots Estimated Seasonal High Groundwater DETERMWATION FOR SEASONAL RIOI;I VVA.`i.'ER TABLE Method Used: Depot Observed standing in obs.hole: _lu. Depth to sell]Wattles: -In, Depth to weeping from side of obs,hole: In. Groundwater Adjustment fr. Index We[1# Reading Dnte: Index Welt]pvol Adj.Actor,..,,.,_,,.-.Adj,Groundwater 1 eval PERCOLATION TEST Dale, Thee_____, Observation Hole# Tinto at 9" Depth of Perc SOU Tlme w G" �__ Start Pre-soak Time @ -- Time(9"-G ) i End Pro-soak �I i Rate Min./luch I Site Suitability Assessment: Site Passed ' ` Sitr Failed: Additional Testing Needed(YIN) , Original: Public Health Division Observation Hole Data To Be Completed on Back-- L!--- ***If percolation test is to be conducted within 100' of wetland,you Faust first notify the. Barnstable Colase>f nation Davision at least one(I)week prior to beginulug. Q:\S EPTIC\PERCFORM.D O C DEEP.OBSER'V TION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil• 0(her Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders, o i tcn(;y,%'Gravei) 14 F5 oy2 6/Z/ /ay/2,9 M,ftiV c"/54445 DEEP OBSERVATION HOLE LOG• Hole k Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsis en %Grave ]BEEP'OBSERVATION HOLE LOG Hole 9. Depth from Soil Horizon Soil Texture Soil Color Soil Other' Surface(in.) (USDA) (Munsell) Mottling (Structure,Stoncs,Bouldors. Consigtrnoy, 0 e )DEEP OBSERVATION HOLE LOG Bole# Depth from Soil Horizon Soil Texture Soil Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stopcs;Boulders. consistency, Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No. _ Yes Depth of NaturgUy Occurring Pervious Material Does at least four feet of nafurally occurring pervious mtiterlal exist in all areas observed throughout the area proposed for the soil absorption system? y`�d If not, what is the depth of naturally occurring pervious matorlall CeCertification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the requited training,expertise and experience described in�10 CUR 15.017. J • Signature �//� c �Iel )7atb Q:=PTlaPE1 CFQRM.DOC ALL TE lxi SYSTEM PROFILE MAR EDS WITHC MAGNOETICTTAPE SHALL BE BE Jf6 t (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT Ice Rd ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 5e \ TOP FOUND. EL. 62.1' FILTER FABRIC OVER STONE Locus 62' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 62.0' j NOTE: 2" MIN. WALL PRECAST H-lo THICKNESS REQUIRED BLOCKS OR RISERS MID) PRECAST RISERS 2'0 4"OSCH40 PVC MORTAR ALL H-10 PIPES LEVEL 1ST 2' 4 COMPONENTS INV'S EL. 58.27' 4' ENDS SIDES 59.1 '.... *59 4' ;a o0 0, o o°o-o,° We Lake et T°�ej°o➢°e�o 10 14" �. .�'. - °- .�": �� .e .. �. �.. � _-. . _. °. °°.. • '.. - .. 000°000°� 58.9' TEE 1500 GAL H-10 TEE o 0 0 0 ���� 0 ®0�� ��a� O --JO�� °o°o°o° SEPTIC TANK 58.65 u o 0 0 0 0 "o° o°o°o°o° 00��������0 ����0������ °O°O°O°O /^l p o ° o ° ;°o°o°o°o V 4' LIQ. LEVEL 0 000000000000 00 °o°o°o°o ��0��00000� ����������� °o°o°o°o ACME OR EQUAL GAS BAFFLE ..; 0 00°0°0°oQ0°o o N >�O�o�o�a �o�ooaoaono oa000000000 .00000000 58.53' S8.36' °°°o°o°o °°°°°o°° °o°o°o°o °°°o°o°° 56.27 6" SUMP ' 0 0 0 00of o 0 0 0 0 o c MIN. "- INT. DIM. 500, GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.0 000000000000 000000000oco„o„o„0„0„0 0 0000„o, ALLAR UND DOUBLE WASHED STONE 4' ::TH-10 O UNITS REQUIRED 1 �` ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' COMPACTION. (15.221 [2]) N /f LOCUS MAP NOT TO SCALE ( 2 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) NO OGROUNDWATER FOUND I f ASSESSORS MAP 234 PARCEL 007 FOUNDATION- 25 SEPTIC TANK 12' D' BOX 11 ' LEACHING NOTE: WEQUAQUET LAKE ELEV. 34.0' FACILITY LOCUS IS WITHIN FEMA FLOOD ZONE X SITE IS WITHIN ZONE II SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD USE A 220 GPD DESIGN FLOW 750•00, SEPTIC TANK: 220 GPD (2) = 440 TEST HOLE LOGS USE A 1500 GAL. SEPTIC TANK LEACHING: ENGINEER: ARNE H. OJALA, PE, PLS SIDES:2 (25 + 12.83) 2 (:74) 111.9 GPD __ WITNESS: DONNA MIORANDI, IRS BOTTOM 25 x 12.83 (.74) = 237.1 GPD DATE: OCTOBER 7, 2014 TOTAL: 471 S.F. 349 GPD PERC. RATE _ < 2 MIN/INCH USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) CLASS I SOILS P# 14531 WITH 4' STONE AT ENDS AND 4' AT SIDES ELEV. ELEV. CO MA 0" 63.0' 0' 63.0' APPROVED DATE BOARD OF HEALTH �- SHED A A LS LS 59.24 10YR 5/3 10YR 5/3 6» 12„ B B LEGEND LS LS 99- EXISTING CONTOUR 24„ 10YR 4/4 10YR 4/4 36„ 60.0' s`9 x 58.1 1 X 99•1 EXIST. SPOT ELEV. de Cl 99 PROPOSED CONTOUR FS C F-9-9-1 PROPOSED SPOT EL. Sg Sg X 57,22 38„ 59 8'1 OYR 6/4 TH1 .X�. \ \ TEST HOLE 60 \ MS Sg \ C2 2� SLOPE OF GROUND h1 -� 67 PERC 10YR 4/4 C7C)_D UTILITY POLE 6 s' 62 - 0 ---- MCS FIRE HYDRANT 2 67 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING X 61 9 20 10YR 74 TH2 - 9 63 � 12" CHERRY 132" / 52.0' 120" 53.0' O TH1 BENCH MARK - CORNER OF O 3 3 2.04 NO GROUNDWATER ENCOUNTERED CONC. BULKHEAD. EL. = 62.1 6 0 *THE INSTALLER SHALL VERIFY THE ID 59.14 LOCATIONS OF ALL UTILITIES AND ALL �, �, 4" PITCH PINES BUILDING SEWER OUTLETS AND CID CID ELEVATIONS PRIOR TO INSTALLING ANY NOTE: UNKNOWN LOCATION/EXISTENCE PORTION OF SEPTIC SYSTEM e 3 P.PINE OF CESSPOOL 4 � 6 3.07 10" G 6� 62. 63 HO LY 59.49 EXIST. DWELL. 1./ 6 62.80 TOP FNDN. = 6 62.7 0 3 EL. 62.1' 62.2 2 6 .61 58.20PO J� 0 61.55 PROVIDE CLEAN OUT AT BEND IN s� BUILDING SEWER (BETWEEN 61.22 DWELLING AND SEPTIC TANK) 6(J.56 � 57.04 0 N NOTES 61.17 1. DATUM IS APPROX. NGVD 57.43 / DO � 56.79 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 14 97 0 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 6.6 TO BE AASHO H-10 56.82 5�(t)0 GRASS / DIRT / 5. PIPE JOINTS TO BE MADE WATERTIGHT. PARKING AND DRIVE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 57.30 58.69 310 CMR 15.000 (TITLE 5.) 58.53 57.33 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO x BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. / 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 58.33 S8 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND 0 PERMISSION OBTAINED FROM BOARD OF HEALTH. O 59._62 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING x 5 .83 DIGSAFE (1-888-344-7233) AND VERIFYING THE PARCEL B LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 40,159f SF /96 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 6 04 s� 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND / REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. x 6 68 60.62 '9\ �58.97 9 69 / S� 61xM 68 57. 60. 0 q s 39 ' yG TITLE 5 SITE PLAN OF 96 PLEASANT PINES AVENUmE CENTERVILLE PREPARED FOR off 508-362-4541 VIRh 1 N I A E 1 011 fax 508-362-9880 �ZN of Mq N OF M downcope.com © OFM�� �c� 3s�c �pvKNOFMgss a �Lj gssq. • �'� DANIEL �'� q°ti o` DANIEL °yG DECEMBER 30 2014 DANIELA. DANIELA. s, dV W/! Cope engineering, ANC. ro OJALA A. OJALA A ';, CIVIL OJALA CIVIL OJALA civil engineers Q� . No.40980 No.40980 l � 2 .,� � No4 � .� �, Scale: 1"= 20' land surveyors o G a ERA �k {v�y FESS�Ol 939 Main Street ( Rte 6A) ss;oNTL <a q���suR Fss/ srE 0� �gyosuR\1E�� � - �YARMOUTHPORT 0 10 20 30 40 50 FEET MA 02675 �"-���` ° � \ �`� �� � � � � 1 vl3v1�y 14-287 DATE DANIEL A. OJALA, P.E., P.L.S.