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HomeMy WebLinkAbout0042 ABEGALE SNOW ROAD - Health a 42 ABEGALE SNOW ROAD WEST BARNSTABLE A= 089 — 010 I t i i I i Water Supply Geothermal Systems Heating&Cooling Antic WELL DRILLING _ www.atianticweildrilling.com Ronald C. Peterson, P.E. 508-255-1211 P.O.Box 339 Fax 508-240-1591 255 Weir Rd. Cell 508-294-7163 North Eastham,MA 02651 ronatlantic@comcast.net I s f No. l — 030 Fee BOARD OF HEALTH TOWN OF BARNSTABLE 0(pplication -for Vern Cou5tructton Permit Application is hereby made for a permit to Construct Alter( ), or Repair( ) an individual well at: 1k2- Avt&,�M.0 50e5rj 7n e® Location-Address Assessors Map and Parcel Owner Address Installer-Driller Address D � Type of Building Dwelling Other-Type of Building No. of Persons Type of Well TQTAA(i, i Capacity Purpose of Well jD,M,qjC_ f UPtL! Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of He Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a rtifi of lia a has been issued by the Board of Health. Signed Date ImApplication Approved By ate Application Disapproved for the following reasons: r� �j Date Permit No. �1 (J 5� Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(Altered( ), or Repaired( ) by Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Yell Cou5truction Permit No. �j� Fee Permission is hereby granted to7L� Installer to Construct Alter( ), or Repair( an individual well at: IL Street as shown on the application for a Well Construction Permit No. W(��30—Dated Date off, Approved By No. — V0 ,' Fee BOARD OF HEALTH TOWN OF BARNSTABLE Zipprication -for Yell Construction Permit Application is hereby made for a permit to Construct Qa}r Alter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel �2c '6>A S i L.VVy+- JTI f21 t/,�(� CA+ A2 STi.�tcl�,Glctt Owner Address Q Installer-Driller ` Address S� Type of Building Dwelling s Other-Type of Building No. off Persons Type of Well ?O"rAZ� Capacity / 0 t y 44 Purpose of Well IOM RAC- ,Su p k w Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health,Private Well Protection Regulation-The undersigned further agrees not to place the 4 well in operation until a Cert51 ate of Co lia. e has been issued by the Board of Health. / tlrg Signed >U �— s Date .� e. �.Application Approved By � ��� l 1/11� .n Date r Application Disapproved for the following reasons: / ( Date Permit No. ( 0 0 Iss ed ro 11 W I Date _.,___v------ —o>__me_ —.tee--_bee_------4=m_me----- e BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(-�; Altered( ), or Repaired( ) by Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector a BOARD OF HEALTH TOWN OF BARNSTABLE Verr �Congtruction Permit r I No. 1� ��� '�tJE/ Fee '"F r -•--� Permission is hereby granted to L. c.�CGL //)&e e 1 C.C.(e\IG, -Tw( Installer to Construct`;(, Alter( ), or Repair( an individual well at: No. +� 'Z. R.;�FG 4 cz U-) . AkW 5'7,(R L� t Street as shown on the application for a Well Construction Permit No. k_-b 30 Dated I ,(j'-D Date to 1 o� �S Approved By LEGEND SSEM PROFILE N. NOTES o SYSTEM DESIGN: X nr GARBAGE OISPO"2R Is NOi ALLOWED Ii TI ttIK1¢rz��t°wIu r [ ;Imosy wt Nro+fS� @ -ial— narosM Cp°OYR vROPOSFD 4 BEDROOM OWEWNG 12s• I 1 r o�nar u°p[xtyri¢°U3r arnE. _ yy 'pqm®�q¢tas uxrR t0°'�T °pOW� R DESIGN ROW 4 BEONOOMs O 11.GPD.aW fAD � WN eiw}t�e i° pgLO"OPpK-16ipRro NyIW U USE A NO GPO DESIGN ROW s—, '(dh r��T r+M1a ro le ru°e ral —T 0 rrn •12J 5 r vlcs (mil n _YCIIO+C[va5 m eE m"cavuwS rm " °1O°<r''n°01MO sEPnc TANK:iq cvo(z)- v 14 .. ,�,1m aAN a Fw nA9orosm.or oM.Y.No m ro 'O, olaA.ro,L USE A 1500 0—sennc TANK ro _ tzagg oam 4� rn1,oT,es,r„wlo u1„Y omR �.p XT �,\wwc 2Li� 'li'l n%soa A `� 2(335+12&T)2()41 137 GP- BOTTOM J}.5 a la.B3 1.)4)-}1B OPD °1 Obi rK6m , °y �E INSTALLER SHLLI vFROY iHE. TOTAL _ fit5 s.F. 455 GPO oaPr�c+®N��LaD1m'���MMM o�a•u ma?SOo �� OCATIONS OF AL UTILIiIEs AND ALL 904v1L FOA°w1i[5 euILDIN sEwER ouTLETs AND usE c}>Soo cAL LEACHIN ou—n caGNE OR EDuW 1w,t6 'M oao"AOA P AI"M° LOCUS MAP ELL ATIO S—OR TO INS—C AW MTH<•STONE Au AR0L9m P1°°' ORPON OF SEPTIC SYMM aail Nevi) LLB nuq O],,.i¢oel Io—=Tm row0 gwnIaoK[ooMBAra&E°artwu oa:0uN10uD sru r SCAiF 1'.1000'x IFACMNG lEaOn19 faIEYEmI"n"ro A9RMm 1nE vAm05[P SSE'SSORS MAP 89 PARCEL 010 FOUNDATON— IT �a sIO D TANK— 42' —D'�:t —.1P' FACMY LOW$IS wITHW—A ROOD ZONE% NIA V����/��JJ// %Htj4YN ON CONWMTI�PANE,/ 829001COSD}J APPROVED vAIE BOARD OF!{[ACTH DATEo>/16/zO1a � .a J/(r ZOI�NG SUMMARY - ZON10 vlslNl W WSs TIAL M—CT LOT sm aT.560 s.F. 41N FRO FRONTAGE 50' _ / MN•SDEN SE IX� 3' iW.BUhWNG1IBH-HT 30' TEST MALE LOGS TESfi HOLE LOGS EER 1— CNCI EER.4OIIE1 E.GONsoLVES,sE Bt356) \ ARNE N 041A PE,Is —TON,M WITNESS OONa1D OESMARA6 }:49 W.iE: /2-1. Pm.RATE <s MA/—m. PERc..RNE. <2 MIN/INCH P/ 9960 OIAS3 SOILS P/ LnWAS. / 11 "u. .p.. 4 1* e�. ��•� _ ` / ( i \ oRcaN.�D oRGwl _ L 1— s t 2/1 1(Y/R 3/2 IOYR 3/2 E �E B B Ns Ls S ). IOYR 9/Z "s- —5/2 2&9• 26' tOYR 5/B vR' (\\\\ MSS 4..T\ �,• /�.�__1_ 10YR 0/8 IOYR 6/8 C C a4' I2B.B' 2a' 2T.5' Ms 2:6 y 7/3 2.5Y 7/3 2.SY 6/J 3.5Y H/3 ,- I.- 1171' 126' 115- 12s' 9_5' �� — I—'— —RDI.//�;✓�� No?nOUN WA—acouNlEREv No n+vuNowATER ENcouN1ERED /�/ °', ' 0.� .� •— r R�; TITLE 5 SITE PLAN or A�fV—`ELEr.TEI.C `..y ORM o` \.� YPIi C .0 �� \ 42 ABbALE SNOW ROAD WEST i"3ARNSTABLE, MA PREPARED FOR VIVIAN8 .& ANDRE DASILVA We: SEPTEMBER 20.2018 2�A'» Crt am. sloLwAuc 46EGg"Bc C Y SNOJ1( � 1 �" l � Wil CO I t0 IOH!/OM IM. i rr� � ��, � iv// eng✓neers `�lO IB �� f' 1 — v9s Puous land w e nr9 0An Df.49L A OJALA,P.L.P.LS. RIPOR Nw (>?W]9 DEE #18-213 m.vncao Town of Barnstable/ P# S? ' pFtHE Tp� Department of Regulatory Servi Date /es , Public Health Divisio7 ( e= SARNSTABLE, y MASS. 1639• ��$ 200 Main Street,Hyannis MA 02601/ e{+ TFD"IA'�A Date Scheduled ( / ( 4 Time � Fee Pd. Soil Suitability Assessment fir r Se a e Disposal tm`` Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address 42- Adx- QIe. �a � 17 t Owner's Name f ('c/�0 Y�7f. LI I)S fze�o(t,� Address Assessor's Map/parcel: gq/l 0 Engineer's Name'DowN CAFC- ,,NOWAN NEW CONSTRUCTION REPAIR Telephone# 0-9— 31(4?--+ 15 i Land Use vODd-e I 0 // // Slopes(%) — Y Surface Stones /"6n Distances from: Open Water Body (�G ft Possible Wet Area 100 ft Drinking Water Well0�+®ft I Drainage Way �� ft Property Line S ft Other tt SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) !V 4 - G m � r 1e Snd�' O(Ad Parent material(geologic) `' '�`ra' t/Ul� a / �00 Depth to Bedrock / Depth to Groundwater: Standing Water in Hole: /� l"� Weeping from Pit Face Wf /9- Estimated Seasonal High Groundwater AWL,- ETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: AZ G U/ Depth Observed standing in obs.hole: in, Depth to soil mottles: in. Depth to weeping from side of obs.hole; in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date Time Observation Hole# Depth of Perc Q Time at 9" • Time at 6" Start Pre-soak Time @ Time(9"-6") - \ End Pre-soak L, Rate Min./Inch G z-4y r / SiteSuitabili Assessment: Site Passed t / I �' � Site Failed: Additional Testing Needed(Y/N) /V See �G� Original:-.Public.Healt'r-Di iision Hole Data To Be Completed on Back----------- Ua` v le l-1 ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven L S loyk V> L 5 1 iN � DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Man: I / Above 500 year flood boundary No Yes T Within 500 year boundary No ✓ Yes Within 100 year flood boundary No 7 Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring p erviou.&material exist in all areas observed throughout the area proposed for the soil absorption system? y e If not,what is the depth of naturally occurring pervious material? Certification I certify that on i' (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 required training,expertise and experience described in 310 CMR 15.017. Signature �� � :. .._ Date Q:\SEPTIC\PERCFORM.DOC LEGEND SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES - - MARKED WITH MAGNETIC TAPE OR i SYSTEM DESIGN. COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 (NOT TO SCALE) J- 99 -- EXISTING CONTOUR PROVIDE MIN. 20" DIAM. WATERTIGHT 000, 9h Sf � X 99• EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING 1 TOP FOUND. EL. 130.0 FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. -[99]- PROPOSED CONTOUR \ 126' MINIMU PROPOSED 4 BEDROOM DWELLING M .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 1 26-124' 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS (98.4] PROPOSED SPOT EL. NOTE: 2" MIN. WALL DESIGN FLOW: 4 BEDROOMS © 110 GPI = 440 GPD PRECAST H-10 THICKNESS REQUIRED BLOCKS OR TO BE AASHO H-]Q EX/f 4 HillTH 1 RISERS (TYP.) PRECAST RISERS Wolf USE A 440 GPD DESIGN FLOW 2'0 4"OSCH40 PVC MORTAR ALL H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. TEST HOLE - 6" MIN. SUMP PIPES LEVEL 1ST 2' 4' COMPONENTS y 12" MIN. INT. DIM. (TYP.) INV'S EL. 122.2 4' ENDS SIDES 1 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 2� SLOPE of GROUND SEPTIC TANK: 440 GPD (2) = 880 *123.5' °°°° 310 CMR 15.000 (TITLE 5.) 0Cean a Locus Y°.'P-°°�P°eP .°.P 10" 14" 0000boo° 000O°O°O° 'Y ' TEE 1500 GAL H-10 TEE Q��� 0 ���� Q�Q� _�®!rn ® >00000000 vies s -- 123.14 SEPTIC TANK 122.89 0 0 0 °00000°o ° o 0 0 , °000 ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TOUTILITY POLE USE A 1500 GAL. SEPTIC TANK 4' L10. LEVEL °000° WATERTEST D'BOX o o ° ° ®0��®0��0�0 ��®®®®®�0O ° ° ° °0 0 0 o aoa oaoa � o 00 � oa 'o°o°o°o°o ° o 0 0 0 ° ° ' ° ° ° ° o BE USED FOR LOT LINE STAKING OR ANY OTHERGAS BAFFLE ..; �_o�o�o 0 0_• FOR LEVELNESS ;00000000 ®aaaaa000�o ��0��®��® ® 'ono°o°o° O O p � FIRE HYDRANT ACME OR EQUAL 122.47' 122.30' goo°o°000 0 0 0 0 0 0 0 0 � a o 0 0 0 � �o�o°o�0 120 2 PURPOSE. tiYo LEACHING: NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING , o ��;�.,,:...�=•:. .,;. :. ;: ;... .; .�. -.:' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD o°o°o°°°°°O°0°°° °°°°°°°° °°°°o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o 0 0 0 ^0000000�o 0 0�0 0°00000°o�o�o ono o°o°00000. 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.3/4"-1-1/2" DOUBLE WASHED STONE 4' �TH-10 3 UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED BOTTOM 33.5 x 12.83 (.74) = 318 GPD ALL AROOND PRECAST STRUCTURES ( ) WITHOUT INSPECTION BY BOARD OF HEALTH AND SF 0S f'oG 9 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' PERMISSION OBTAINED FROM BOARD OF HEALTH. TOTAL: 615 S.F. 455 GPD COMPACTION. (15.221 [2]) N _- *THE INSTALLER SHALL VERIFY THE - 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES WITH 4' STONE ALL AROUND PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY 115.0' BOTTOM TH-2 SCALE 1"-2000't PORTION OF SEPTIC SYSTEM ( 2'S% SLOPE) ( 1 7. SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 89 PARCEL 010 FOUNDATION- 12' SEPTIC TANK 42' D' BOX 12' LEACHING LEACHING FACILITY.FACILITY LOCUS IS WITHIN FEMA FLOOD ZONE X „�'f (AREA OF MINIMAL FLOOD HAZARD) AS APPROVED DATE BOARD OF HEALTH SHOWN ON COMMUNITY PANEL #25001CO533J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: RF RESIDENTIAL DISTRICT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' _ MIN. SIDE SETBACK 15' \ ` MIN. REAR SETBACK 15' MAX. BUILDING HEIGHT 30' TEST HOLE LOGS TEST HOLE LOGS \ ARNE H. OJALA PE PLS DANIEL E. GONSALVES, SE 13587 ENGINEER: ENGINEER: WITNESS: GLEN HARRINGTON, RS WITNESS: DONALD DESMARAIS _ ' REMOVAL OF U S BLE s I REQ ED rn DATE: 3/20/01 DATE: 6/26/2018 AROUND PERI ETER OF LE HING ACILI \ / / < 5 MIN INCH < 2 MIN/INCH �DOWN�O SUITA E S( LAY I R LACE / j PERC. RATE _ / PERC. RATE _ W - CLEAN DIED. SAND, TO M ET I 9960 I 15708 SPECIFICATI N OF 1,o CMR\5.25�(3) N �� CLASS SOILS P# CLASS SOILS P# _- P�O�D 75' 0 4b IL INER / T OFAS I #ZE S TO AT ( ELEV. ELEV. ELEV. ELEV. \ E E 123', �TTM T L. 119't 011 130.5' 0" 129.5' 01' 125.5' 0" 130' N ORGANIC ORGANIC I I_S L IS 1� \ 2„ 1OYR 2/1 2" 1OYR 2/1 12 1OYR 3/2 7 � 1OYR 3/2 N 00 6'�01 E E B B O: /T/H1\ N �1 f � MS MS LS LS O1 7„ 10YR 5/2 „� ,S ^ �o 129.9 7 1 OYR 5/2 128.9' 30„ 1 OYR 5/8 123' 26„ 1 OYR 5/8 127.8' \ , � \ 1 \ 125, Bw BW H3 � MS MS \ TH L T j 1OYR 6/8 1OYR 6/8 PERC C C / , 4 2 s �� 24 128.5 24 1 27.5 c � MS MS ��0 `D 2.5Y 7/3 2.5Y 7/3 PERC G C A 1 \- "D S M S M S O / 2.5Y 8/3 2.5Y 8/3 K 144" 118.5' 144" 117.5' 126" 115' 126" 119.5' / APPROX. NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED WELL PR 0 ED o WE LIN L ' F 1 0.0 , E5 ���. SITE `w � ,� LI TIT' UU,TILITY X 9 0 0, PR SE OF cLbST � E ELEC, TEL, C A/TV ��, PAVED mod' PO CH �� DRIVE DRIVE I .�1 ' \�' f / EASEMENT / ,- 2 ABE """ ALE SNOB A [1 8 WEST BARNSTA LE, MA ✓� EAS€MENT / I / /; DANIELs9cti� PREPARED FOR J \ 6 U+ ` LO �� - / o DANIELA. �Gs or A. � i - U� OJALA " OJALA V I V I A N AN'D R E D A C"O L V A q CIVIL No.40980 P P �No 465020 o, Ess�°`a Q 87' = ° S ,N``' l���SURV-�c L 48 ' DATE: SEPTEMBER 20 2018 = - o SioN L E / Scale: 1 = 20'BENCHMARK: SIDEWALK N �� \ _ Iv�AG SET 10 20 3 0 50 FEET ' _ =127.98 NAVD88 \ \ . �A o N M�s \ - �` DANIELA. ti� ° � oF�n ss �„ \ ASEGA o -� _ ft= q� L RO \ �U OJALAo� DANIEL �s� off 508_362_4541 SNOW \ , �/ CIVIL fax 508 362 9880 No.46502 ao A. �,y downca e.com A r o 0 OJALA � P :r No G0'�'°P down cape engineering, inc. S�ONAL E �l9 F ��yOQ. \\ 1 S� ,� civil engineers 10 _ land surveyors �- ' �� \ ( 939 Main Street ( Rte 5A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE ## > 8-2 > 3 18-213 DASILVA.DWG