Loading...
HomeMy WebLinkAbout0100 RIVER ROAD - Health 100 River Road Marstons Mills A = 078 - 015 / TOWN OF BARNSTABLE - LOCATION 166 tat t.� SEWAGE# SP- -35 7 VILLAGE �� z� M (�ASSESSOR'S MAP&PARCEL `7 1 S— INSTALLER'S NAME&PHONE NO. - I- ���-'y-i i SEPTIC TANK CAPACITY C•��i? i� 'j/t!„� ,2,Gr.G C4 L .�/a LEACHING FACILITY-(type) (size) �i • �`t NO.OF BEDROOMS OWNER PERMIT DATE: i�-i�r ��� COMPLIANCE DATE: S 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) ,�z, Feet FURNISHED BY 7 h L t ` No.(� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION = TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplitatlon for Misposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Owner's Name,A ress,and Tel.No.je><, —� Assessor's Map/Parcel 17S. /s g Installer's Name,Address,and Tel. o,-V$_V,2 -R554- Designer's Name,Address,and Tel.N�'_,�-� SisS// Type of Buildin : Dwelling No.of Bedrooms Lot Size /Sf�'t�9 - sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ce„h gpd Design flow provided gpd Plan Date o-AT-, qjp( - Number of sheets Revision Date Title /o .�S' JPrt(e Awn lOG y' / Itean fz s my/s Size of Septic Tank c 5W 14& a dwM460W jType of S.A.S.*3 S P ci Description of Soil Syr 1 10! Nature of Repairs or Alterations(Answer when applicable) �Ztxi[�, l�aD�,�S�r�tC.�r1��?�$'935��Qtere.(as�.e�teQ �ITU�• `��_rrx.o. 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 an place the system in operation until a Certificate of Compliance has been issued by this Board of Health. !_�J Signed Date /,a Application Approved by Date Application Disapproved by Date for the following reasons Permit No. = ol,6 — 3 Date Issued Q 6 No.CIt/ Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION-f'TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplitation forl3isposal bpstpm Construction VPrmit Application for a Permit to Construct( ) Repair(VUpgrade( ) Abandon( ) Q Complete System ❑Individual Components Location Address or Lot No. ��j�j�j' Owner's N e,Address,and Tel.No. jl.>�a f��ll/7L'f�i /� ,Assessor's Map/Parcel 17g /$- _Vj5ksY15�v` {runs % .f� Installer's Name,Address,and Tel.No.�p,-S/o? Designer's Name,Address,and Tel.N04:;?S-3.3` ��v/Gi n0,C -Vo9sf- i �irr� %� 0 8 p Type of Buildin : 14 Dwelling No.of Bedrooms (.,[ Lot Size /�'SoQ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers-( ) Cafeteria( ) ,.,,,Other ixtures Design Flow(min.required) gpd Design flow provided r gpd Plan Date Number of sheets Revision Date Title %,;yp S Site plan at lj_/aG Aver /'t/Lt rS Size of Septic Tank o?S(X) H 97 a G Clelpon Type of S.A.S. *3 S P CiAA,4 4 , ilo per - Description of Soil 3� Nature of Repairs or Alterations(Answer when applicable)` ly,,) (-1 a o SU oQ C"-y1 Yi r KIP 14 �<,,,n�,'C +ctmle- A 9,> i 44 o1 i�n �x , ` 935 F l oyo� � Sc.�, c(e o v< • S��r.y, s 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 an"Ot-to place they tem in operation until a Certificate of Compliance has been issued by this Board of Health. ,-� Signed Date /6 �r� / d a Application Approved by Date Application Disapproved by Date i ti for the following reasons Permit No. ���Jr _ 5 Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (ertifitate of Compliantr THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired) Upgraded( ) Abandoned( )bye �- at A;„ -A �.� . &41A0S6AA . A, ) f has been constructed in accordance C with the provisions of Title5 and the for Disposal System Construction Permit N�/,5 -367 dated �� 61J Installer �t''W&ttCt �,�s��ft�t7 ,OG Designer �CC.L]P 2nyq- jrieerfe-,9, Inc. #bedrooms Approved design flow gP d a The issuance of this permit it shall not be construed as a guarantee that the system wi ct� as des'}gned.^ / c11�.X Date t] f Inspector -------------------------------------------------------- NQ'7�- _ 3 5 ? Fee /4-11 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Vsposat ,6pstPm Cons trurtion 9rrmit Permission is hereby granted to Construct( ) Repair( � Upgrade( ) Abandon( ) System located at /o() ;Lw r 1 4S 6 1n S I 5 and as described in-,thNe 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 zG�/�P,h Approved by —`''�- Town'of, 4. Mw ' Departmaent of Regiflatory.Services R 9 Public ReaZthDITISIOU DateKAM �. aa�p. 200 Main Strerr,Hyannis MA 02601 _p, Date Scheduled t7 Tikn® JH'ee Fdl, ` 16 0 E.:�•: ' rmip� Soil uitab Assessm entf or Sew e Disposal Performed By: 1)0 n e e GC" )S a V Witnessed By: o,'�' 1,�•. rn. � ' Location Address /OG i0(✓Q� Oyvner's Nemo pG(,D t�t�(,.�I //U CC 00�� y �/� M �t I v Address Assossor's Map/Parcel• 7e//J`+ Enginccr's Name'' NEW CONSTRUCTION REPAIR Telephone# ( Land Use: Lo�wr-� Slopes(96) a J Surface Stones Distance's from: Open Water Eody ft Possible Wet Area ft Drinking Water Well —to—oft Draliiage Way Xon/ ft Property Line l`� A Other ft. SI I TCHo(St eet name,dimensions of lot,exact locations of test hales&pert tests;locate wetlands'tn pznxlznity to holes) w 7ffy� ALN R • � �.. Parent material(geologic) l�C!G �'u u�a S� De th tBe roe '> 2 Depth-to Groundwater. StandingWaterin Hole: /" /A-- Weeping!'loaf PitFnee-N VIA-- Estimated Seasonal High Groundwater )VI IAA/E TERYMWnm Foy.nAS ON.L EaGR WATER` ABLE. Method Used: Depth Observed standing in obs.hole: lug Dept?a,Tu;5,411aX1Qtt1�S:. , ln, Depth to weepingfrom sido of obs,hole: ln, ©rnundwatec'A df uslmenk fr. Index Well# Beading Date: index Wel11pVQ1 Ad,(. hctci,C,,,--, _,,_.Ac�.(11GUi1dwilterLaval— Observation Hole#k I �� Tluiv at.S1" Depth of Pam L-f6g` TlmantG" _, Start Pre-soak Time @ Time(9:"-V) End Pro-soak / Bate Min./Inch Site Sultabl11ry Assessment; Site Passed Site Fallcd: Add1dona1 Testing Needed Cf7i`1) . Original: Public;Health Division Observation Holo Data To Be Cgmpleted on Back------ **411f percolation test is to be conducted withlu:.00' of wetland,you must first'AO&y the Barnstable Conse)rvntion.Da 4sion at ieRst one(1)week prior to beginnWg•. � I� QASRPT1C\ FRCFORMDOC �0 V Deptlifrom SoilHorizon Soil Texture Shcl'Color Soil•. Other Surface(in.) (L15D'A) (MunseU) Mottling (Strnaturc,Stones;Boulders, o i'ten;y 96'Gravel) . -3 - 12k 7,/ 7/� DEE VOMA'VATI(7N AOU LOG Hole# L Depth from Soil karizon . Soil Texture Soil Color " Sail `. Other Surface(iu.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. a sis en Rb Grave , >y 71y DIEF-P 013SEPT-MON ROLF,L 0 G Role 9'. 3. Depthfrom 8011norizon SoilTexturc Soil Color Soil Other' Surfacc(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co i to c G c lqlccl Depth from Soil Hatizon Soil Texture Sall Color 5011 Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Cc si tett b i 3 z s toy y 3Z-1 z�q c Flood 1nmranc6­1Zatb1iaP: Abova500•yearfWboundary No Yes Within 500 year boundary No Zv 'Yes.: , Wlthin 100 year flood boundary No.,/ Depth.of Naturally Qccurrin�,Parwious Materfal Does at least four feat of naturally occurring pervious material Oxist in all arelis nbs6rved throughout th6 area proposed for the sail&orption systeml If not,what is the depth of naturally occurring pert/ous matarlall .. - x certify that on S /� l Z -_-.(date)x have:passed the sail evaluator oxaminatian approved by the Depaltment of Environmental Protection and that the above analysis was-performed by me consistent with . 'the required,training,expertise and experience described in�10 CUR 15.017. signature � Datb ' p:���rlc�rl�lrcna�.M.Doc ' ' NOV-06-2015 02:15 From: To:150e7906304 Pa9e:1/1 FROM :down cape engineering inc FAX NO. :i=629W® Nov. 05 M5 12:03PM P1 ow. of Ray ustable Tbo'nnaa F.Ge&b,Dirwter Pub&:with MA&ML 'i'hoimaa lM[e�sa�m,$� �' OI'Soe: SOS-962A644 Fax: soa-790-6304 Date: t/ ac. Femitdfl ���•�'., ins oa9 MR pTaa•cel Des' A (�r7/LD Ate. Adit as: r -- yzwpm kak On o 14 /S° r v sy ssaedap tnitto install a` D er ( ) sow sy$t�im _ . / 06) 0_�1✓ _ based on a derp.�.dxawn by (addxess) . . r . T a fiSy tl t kbe sc fiia sysljurn vlao-anem ebmts"Wo iastATIVd.sub9Untia17 au"rding tau th.. siesta mbich xuiay anc:lude miom xpFovred change-, sitcqj fls latemi.relocatim of the diAdb rEon ba-K sancllor r-rrtiPc lank. GezRfy the thn septic systtxi}a.-fd renced abon W8,9 instOed'� iLh�}cr c3iat�;es CEO. latrzat ralnuatiou of the SAS()r twy of MY compolimt ottbe Rep'bie ggsrem)by. tYrdame'yvia State,&Loi'491.Ke�ul:ttiotti. to follow. DArH EUk p�ALA { CIVIL No.45507 NT6�� �sSlONAL 3 DWI U.M18� '1Md pO7�tiA. �'SILT C�B9] ..ABBE 1��,��'7,.RV'i E��T�'7'�.�,��'tJffi�C��►T '•� ����C'Y4?� �. ..� ne AA Ate.. fL00RPLM1 arrncaer va - Me No, 1656266 t h C No' ans x��s,a SWI,-MA lirc oms SeamMFbof - [Prca l6t99 Ovik G... OVJELL:NG+1. '4�'n000bari yy, � �, pw .Mn r nnan +t YbvO Dse# s.o-oom � eati s j I E G E N D SYSTEM DESIGN: SYSTEM PROFILE MARK CORNERS OF NOTES LEACHING FIELD W/ ASSUMED ca 99- EXISTING CONTOUR (NOT TO SCALE) REBAR SET 4" BELOW PROVIDE INSPECTION PORTS TO 1. DATUM IS Qp GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE GRADE WITHIN 3" OF FINISH GRADE 2. MUNICIPAL WATER IS EXISTING X 99.1 EXIST. SPOT ELEV. 27* SLOPE " -[99]- PROPOSED CONTOUR DESIGN FLOW: 6 BEDROOMS @ 110 GPD = 660 GPD \ 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. _ 49.5' MINIMUM .75' OF COVER OVER PRECAST FILTER FABRIC -� �o USE A 660 GPD DESIGN FLOW y. PRECAST H-10 F49.51 TOP 46.5 FINISHED GRADE- 4" LOAM & SEED 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 2* FOR 198.41 PROPOSED SPOT EL. RISERS (TrP.) D'BOX OR LEVELNESS TO BE AASHO H-)�f. �.• TH1 SEPTIC TANK: 660 GPD (2) = 1320 (FIRST COMPARTMENT) 4"�scH4o Pvc �o :•,.: 6" MIN. SUMP PIPES LEVEL 1ST 2' 5 PIPE JOINTS TO BE MADE WATERTIGHT +' CLEAN FILL , . :, 12" MIN. INT. DIM. :•:";':.:,.:.,• ,.;.. . ... ... . . . . . .. TEST HOLE 660GPD (1) = 660 (SECOND COMPARTMENT) ACCORDANCE WITH * PERFORATED R ;.::: , CONSTRUCTION DETAILS TO BE IN ACCO wa{ers 1320 + 660 = 1980 GAL. REQUIRED 47'8 10" 24" 24" 4" PERFORATED PVC 5' O.C. $=Q,QQj- O 6 hed 2� SLOPE OF GROUND TEE TEE TEE NOTE: 2" MIN. WALL 310 CMR 15.000 (TITLE 5.) USE A 2500 GAL. DUAL COMPARTMENT SEPTIC TANK 4 .0 \46.94 °°O°O°O°O°° ° °g°g°g^g°g° THICKNESS REQUIRED 3/4"-1-1/2" DOUBLE WASHED 6"DEPTH MIN � �Qo UTILITY POLE i 47.19' GAS BAFFLE GAS BAFFLE 46.74' 46.57' 8" STONE LEACHING FIELD ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BELOW INV. BE USED FOR LOT LINE STAKING OR ANY OTHER LEACHING: 1,320 GAL COMP. MIN..Y 66t0 GAL COMP. ' LEVEL BOTTOM 01 46.0' PURPOSE. 46.17 FIRE HYDRANT SIDES 660 GPD (.74) = 892 SF REQUIRED ..:` �� �'000�s� Locu NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING USE A 893 SF PIPE AND STONE LEACHING FIELD ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°L` 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. o� °°o°o°o°�°�°�°;°°°o°o°o°o°�°e °°°;°o°o°° 36.0' SEE DETAIL FOR LAYOUT 6" CRUSHED STONE OR MECHANICAL 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Route 2 COMPACTION. (15.221 [2]) 45.5' WITHOUT INSPECTION BY BOARD OF HEALTH AND 893 SF X .74 = 661 GPD OK PERMISSION OBTAINED FROM BOARD OF HEALTH. Rd. ( 2 % SLOPE)MIN. (5 % SLOPE) ( 5 % SLOPE) 1�d�5t� DUAL COMPARTMENT 6.6 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING $' SEPTIC TANK 4' D' BOX 10' LEACHING DIGSAFE (1-888-344-7233) AND VERIFYING THE FOUNDATION- FACILITY LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES H-10 38.9' BOTTOM TH-1 PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP j *THE INSTALLER SHALL VERIFY THE NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE NOT TO SCALE LOCATIONS OF ALL UTILITIES AND ALL REMOVED 5' BENEATH AND AROUND THE PROPOSED BUILDING SEWER OUTLETS AND LEACHING FACILITY. ELEVATIONS PRIOR TO INSTALLING ANY ASSESSORS MAP 78 PARCEL 15 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND PORTION OF SEPTIC SYSTEM REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 'I TEST HOLE S O LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: DAVID STANTON, RS DATE: 9/18/15 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# 14822 ELEV. ELEV. ELEV. ELEV. 0° 49.4' 0" 49.4' 0" 50.5' 0" 50.5' 4 A A , A A RY SL SL SL SL o » 1OYR 4/2 -e_;. _ 1OYR 4/2 .,10YR 3/2 10YR_ 3/2 _ 15 16 10 8 �' 49 B B B B ' 0 INVERT AT WYE SL SL SL SL 1 = 47.8'f*. 6 1OYR 4 4 1OYR 4 4 1OYR 4 6 1OYR 4 6 8 46.4 47.7 36 34 46.6 34 32 47.8 PAVED \ 2 sue. 2 1 . 1 /- DRIVE 50 \ C C C C 50 50 So DOECK PERC FV PERC M/CS M/CS M/CS M/CS T�/ S, EXISTING 3 BR TH4 P�TIO / GUESTHOUSE 2.5Y 7/4 2.5Y 7/4 2.5Y 6/4 2.5Y 6/4 OVERNE 5� S ' TOP SLAB = 50.9' EIEC 3.5' 6.0' 3. 52 S7 I OVERHEAD BASE. FL EL. UTILS, 48.5' - » , » , 126" 40.0' 126" 40.0' 0-) 6.0' 6.0' (.,.I 126 38.9 126 38.9 O N �� EXISTING 3 BR G ✓ w O C)l -�5� I TOP FNDN. = 53.T w NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED / w � w 0 BENCH MARK - ON CORNER TITLE 5 SITE PLAN LOT�� / �� OF CONCRETE PATIO. I.L. 50.9' 14,5 g�'t S.F. x OF I �, 25.0 �� #100 RIVER ROAD kv�LEACHING DETAIL •A MARSTONS MILLS, MA SCALE 1"=10' I PREPARED FOR I/ BORTOLOTTI CONSTRUCTION/ PASQUARIELLO DATE: SEPT. 30 2015 Scale: 1"= 20' 0 10 20 30 40 50 FEET ZN OF Mgs off 508-362-4541 OF so ���� s9cy fax 508-362-9880 o o NIEL DA �, downca e.com �ti O o G m P � DANIELA. A• a I OJALA !o` OJALA down cope en inee�i Inc U n CIVIL_ AND.409$0 46502 e civil engineers �°� A�T land surveyors SS�O LNG U NAL 939 Main Street ( Rte 6A) (DATE DANIEL A. OJALA, P.E., P.L S. YARMOUTHPORT MA 02675 DCE # >5-227 15-227 _ -- - T_ I