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HomeMy WebLinkAbout0051 HOPEWELL LANE - Health 51 Hopewell`Lane Cotui't " A = 040 - 055 y' J C�+ 1 it i r , Town of Barnstable P# �oFIHE do Department of Regulatory Services- BARNSTABLE, : Public Health Division Date r�1 , MASS. 039. �0� 200 Main Street,Hyannis MA 02601 P«"� ATFD MA't A , �r J ?E Date Scheduled d Time D Fee Pd. �D 0' 0[) Soil Suitability Assessment for S e Disposal Performed B : Q�t l 6o A I ve Witnessed B Y � � � y: LOCATION& GENERAL INFORMATION Location Address . ' Owner's NameS 4 [ r // / _ CO� i i- Address J'f 17av f�e�w e// t,, Assessor's Map/Parcel: D Engineer's Name 0�! G.e NEW CONSTRUCTION REPAIR TTel`ephone# 62,)J 6 _ i�`j Land Use w Slopes(%) 01 J Surface Stones Distances from: Open Water Body /w ft Possible Wet Area 7�" ft Drinking Water Well ( ft Drainage Way ft ' Property Line ;>r� ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&'perc tests,locate wetlands in proximity to holes) -a3,2� 9� C. �a Tel � • ® 7jIZ . pr�ae�►ce___La�� r G ,S� � D® Parent material(geologic) `� +'1✓0 to I Depth to Bedrock Depth to Groundwater: Standing Water in Hole: / / Weeping from Pit Face N / Estimated Seasonal High Groundwater /✓ /A— DETERMINATION FOR SEASONAL HIGH WATER TABLE _.. ..- -Method Used: �s L4/. 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 I Hole# Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ GG Time(9"-6") r End Pre-soak 'G•or RateMin./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***lif Percolation test is to be conducted withi➢i 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# 1i Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) L 31,11 L 5 107 Rq/y y�-132 z /L DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color 'Soil t Other gr� r Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,=Boulders. Consistent %Gravel G�laA. LS COyk3/z 10 za 1 L s IM9/y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) 1 (USDA) (Munsell) Mottling (Structure,Stones,Boulders. I Consistency,%Gravel) i 5 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravely Flood Insurance Bate Mao: Above 500 year flood boundary No Yes r Within 500 year boundary No Yes - r Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material ' Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? yes If not,what is the depth of naturally occurring pervious material? Certification I certify that on , 1112— (date)I have passed the soil evaluator examination approved 6y 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. l Signature �� G -- Date`12- Q:\SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE LOCATION -- Z�I�ZL �.is SEWAGE# .4P�07 140 VILLAGE ASSESSOR'S MAP&PARCEL 40--TC' INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LZk-1 bI Pam- poC0 44 _. 1�1-ie � � v LEACHING FACILITY: (type) (size)NO.OF BEDROOMS _ io OWNER — 2 i PERMIT DATE: 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) M IA= Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) N IIA= Feet FURNISHED BY c/�d�✓ CPt Lamar..•*.^,� f .fir/ nor � �6'i 3�(0�� yy �� _ .. g8� � ��~ SSG r `i �. . �' PLOT PLAN OF LAND CLIENT FILE NO.: 2136 DEED REF: OWNER: JANET M. START PLAN REF: LAND COURT CERT. OF TITLE: ADDRESS: 51 HOPEWELL LANE LAND COURT PLAN: 22824-D COTUIT, MA ASSESSORS MAP: 40 PARCI 'YOA (40, MAP 40 o PARCEL 46 s62,�23.25 0� CN" MAP 40 PARCEL 55 29,942 S.F.± �401/ S k � Mo• O m sT PS 2 = EXISTING o co SEPTIC TANK a° MAP 40 0 0 LEACHINGING PITJ PARCEL54 ZONING: RF REQUIF FRONT SETBACK= 30' MI Cc SIDE SETBACK= 15, MI V REAR SETBACK= 15' MI BUILDING HEIGHT 30' M/ I,hereby certify that the lot corners,dimensions,and setbacks JC ENG/NEERII to the proposed addition as shown on this plan are correct and were based-on afield instrument survey. Conformance to the 2854 CRANBERRY H Town of Barnstable By-Laws and Regulations shall be E. WAREHAM, MA determined by the Zoning Enforcement Agent. TEL. (508) 273-0377 FAX. OF 1,14SSgcyG� o� F DATE: JANUARY 27, 2012 � JOH.N L. CHURCHILL JR. o p No.48066 A REVIEW OF FLOOD INSURANCE RATE Fs GIST NUMBER 2500010018D DATED 071 N CONDUCTED AND TO THE BEST OF MY II LT L DWELLING IS IN FLOOD ZONE C AN 1� LOCATED WITHIN A SPECIAL FLOOD HAZ Date Professional Land Surveyor No. ��0� Fee � vv THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplication for Disposal 6pstem Construction 3permit J Application for a Permit to Construct( ) Repair(J<� Upgrade( ) Abandon( ) ❑Complete System [Individual Components Location Address or Lot No. � Owner's Name,Address,and Tel.No.6 70�r-y28' 6-16P Assessor's Map/Parcel qU/53 p Installer's Name,Address,and Tel.No. tjOcS-(1c99_ 89656, Designer's Name,Address,and Tel.No. `/ Type of Building: Y- Dwelling No.of Bedrooms Lot Size �y�-- sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 399 gpd Plan Date y' Z'aA lg Number of sheets ! Revision Date Title & plam -S 06 Size of Septic Tank °shAQ /i(l Type of S.A.SCJ)5 / Description of Soil Zky— ` e3,, 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 Co n o place the system in operation until a Certificate of Compliance has been issued by this Board of Health. SigneLDate a Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ®� (� N �, Date Issued - - � ate•' �' _ !GJ No. ) 00(7`G flO r i � Feet 1 THE COMMONWEALTH OF MASSACHUSETTS Entered incoinputer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zippfication for 33isposah6pstem Construction Permit r Application for a Permit to Construct( ) Repair Aa 'Upgrade-( ) Abandon( ) ❑Complete System ®-Individual Components IA Location Address or Lot No. 157 Hqapavbra • Owner's Name,Address,and Tel.No.SZ)F!-yo?? S f6. Assessor's Map/Parcel Y /5-'.; 0 Pa o Installer's Name,Address,and Tel.No. $011 •(/c9F- 6-966, Designer's Name,Address,and Tel.No. ,hakrj 'on, Pa. /3ax�o'l ,�► n /fAo �1- Type of Building: Dwelling No.of Bedrooms Lot Size C'9� sq.ft. Garbage Grinder( ) Other' Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures '' ,] Design Flow(min.required) Y 3 gpd Design flow provided ,3 7 9 gpd Plan Date �,`Q Z"aZA)g Number of sheets t Revision Date Title i+1. q Plelm cj -S? ,'T[SAy/t.lEQ 1iy,. Ur<r r� M A Size of Septic Tank Type of S.A.St/,))5cy3 j�Q. 1411) � 4_j -S X Description of Soil P. v E � Nature of Repairs or Alterations(Answer when applicable) _a Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore describedon site sewage disposal system in accordance with the provisions of Title 5 of the Environmental C�ode,an o place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed / _ - —--- Date S;�/d//C� Application Approved bye` S Date Application Disapproved by Date for the following reasons ` Permit No. -Of rLf Date Issued THE COMMONWEALTH OF MASSACHUSETTS. BARNSTABLE,MASSACHUSETTS Certificate of Compliance s THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(t Upgraded( ) Abandoned( )by 80,r�4otti h)r -ftaC_�t.'n at�5") k4a�uo_A 1 La n p - O'c) - ,has been constructed in.accordance- with the provisions of Tit_�ler,J5 and the for Disposal System Construction Permit No_)a d�- )y U dated Installer `�Oti tilc ► onsk_ _- /c o .fine- Designer iC..�c`.e�n . ce ryl)c ;r1eP.rj,0^ #bedrooms. Approved design=flo e gpd The issuance of this pe it shall(not be construed as a guarantee that the systen ll funct as designed._. _ Date 7�c� t � Inspectors. --- ----------------------- No. ._ �� •- 14 D Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construttiou Permit Permission is hereby granted lto9 Construct( )) /(,,,andt L....Repair(.� Upgrade( ) Abandon ! ( ) System located at `3 "iGy,�_1s ut j/ . 041 t 1 A— I ' 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. �.•---^. f 1 Date 1 � f roved A b PP Y -15-2018 04:00 From: To:15087906304 Pa9e:1/1 I•0-100 Town ®f Barnstable r Regulatory Services Thomas T.Geiler,)[Director I A Public IB[eaIltlt IDMSn0➢n , 36s� nom:as MclKe$%Dkeetor 7,00 Mfain Street,lipnnss,]ADD.02,601 Tax: 508-790-6304 office: 5984624644 innstaller&pDesi er Certifiestiom 110rut Date:. Sewage Permit# A01" assessor's"Taxcel� ' Installer: � 1 ti(y'��i7O N Designer Address: 10 • Address: b �:f7Z Ygloa S ca& On, S 1 l r(y� � was issued a permit to install a (date) (installer) septic system at I WIN based on a design drawn by • (N&_Sss��� dated (des ) 10 "- I cm-*that the septic system referenced above was installed substantially according to approved es such as lateral relocation.of the ' or ro the design,w1nCh may include,rrun app �� distribution,box and/or septic tank. Z certify that the septic system referenced above was installed with major changes (i.e. Venter than 10,lateral relocation of the SAS or any vertical relocation of any component of the septic sys ee n ut iu accordance with State&LoW Re6dlations. Plan revision or certWed as-bwlt br&siguer to follow. Of DANIELA �s� OJALA CIVIL (lnstalleT S ) No.46502 0 4,� C $0, sFQ/6TE S�ONAL E (Desi gner's Swv 4M re (A:Mx Designer's Stamp Heze) P)LKAM R N TO b ST I,E p'C L C REAT.T. Iff BMSIO 9- E-1 CARD coQ'E I. OT BE sMD S T]�S ]ice RE CMTE BY ., ST EE PUBx.YC DEALT IDIVNIOIQ THA NN VOIU. Q:Heawseptic/oesipw OarMcationporm 3 26-04.doc SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS NAVD 88 Q__ " ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE �Yej C, 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING \ TOP FOUND. EL. 72.1' FILTER FABRIC OVER STONE Pond 2% SLOPE REQUIRED OVER SYSTEM 70.2' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MINIMUM .75' OF COVER OVER PRECAST o o� NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST RISERS (TrP.) PRECAST RISERS PRECAST BLOCKS OR UNITS TO BE AASHO H-M ° .` P.) THICKNESS REQUIRED 2'0 70.2' 6" MIN. SUMPRME OSCH40 PVC MORTAR ALL Locus s 12" MIN. INT. DIES LEVEL 1ST 2' 4' COMPONENTS H-10 INV'S EL. 66.40 4' 5. PIPE JOINTS TO BE MADE WATERTIGHT. 28 TEE ENDSJ (n'P') SIDES 67.23' o Route o` 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE o • 10" **EXISTING 14" WITH � V TEE ��M� �0�� �OrmO- _PDO� 'o oc m TEE SEPTIC TANK *688 ° ° ° ° ° °ATERTEST D'BOX ° �� 310 CMR 15.000 (TITLE 5.)°°°°°°°°GAS BAFFLE:; °° ° o , ° ° ° °R LEVELNESS °o 7. THIS PLAN IS FOR PROPOSED WORK ONLY ANDEXISTING 66.66' 6.5' °°°°°°°° °°°°°°°° 64.4 NOT TO BE USED FOR LOT LINE STAKING OR ANY ? °°°°°°°° °°°°°°°° ;.! .. OTHER PURPOSE. o LH-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST ORE 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X j2.83' 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [2]) CONCEALED WITHOUT INSPECTION BY BOARD OF to HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ( 18.7 SLOPE) ( � SLOPE) _ CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP NO 9GR0 GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND deFOUNDATION- EXISTING SEPTIC TANK 12 D' BOX 12' LEACHING OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000't FACILITY WORK. ASSESSORS MAP 40 PARCEL 55 *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE X OF SEPTIC SYSTEM PROPOSED LEACHING FACILITY. (AREA OF MINIMAL FLOOD HAZARD) AS **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT 12. EXISTING LEACHING FACILITY SHALL BE PUMPED SHOWN ON COMMUNITY PANEL #25001 CO543J LEGEND 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE R-25 4 15 AND REMOVED OR PUMPED AND FILLED WITH CLEAN DATED 7/16/2014 WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE 00 _ SAND. CONDITIONS IF NOT SUITABLE A-2 9 2 7 ' 99- EXISTING CONTOUR X 99•1 EXIST. SPOT ELEV. O� -[99]- PROPOSED CONTOUR ] PROPOSED SPOT EL. 2 TH 1 ,`39 �(5) , TEST HOLE SLOPE OF GROUND �/j, SYSTEM DESIGN: 713 UTILITY POLE GARBAGE DISPOSER IS NOT ALLOWED FIRE HYDRANT DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING �� USE A 330 GPD DESIGN FLOW LOT 83 29,947± S.F. SEPTIC TANK: 330 GPD (2) = 660 TEST HOLE LOGS **RE-USE EXISTING 1000 GAL. SEPTIC TANK ENGINEER: DANIEL E. GONSALVES, SE #13587 DXWE LN LEACHING: G �� � SIDES: 2 25 + 12.83) 2 (.74) = 112 GPD TOP OF FNDN WITNESS: DON DESMARAIS, RS EL. 72.1 BOTTOM 25 x 12.83 (.74) = 237 GPD DATE: 4/23/18 PERC. RATE < 2 MIN/INCH DECK � � � TOTAL: 472 S.F. 349 GPD _ � � / USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) CLASS I SOILS P# 15644 E -E �, \� / WITH 4' STONE ALL AROUND �ELEV. ELEV. SHED �/VGS 4 Q oft p" 69.9' o \ S o � A A TH1 T 2 c �� MA 1-1APPROVED DATE BOARD OF HEALTH LS LS g" 10YR 3/2 lost 10YR 3/2 01 o PATIO o ,-' TITLE 5 SITE PLAN o_ B B � �i BENCHMARK: OF CORNER OF CONC. LS LS 4/ BULKHEAD = o� 71.8' NAVD88 51 HOPEWELL LANE 18" 10YR 4/4 68.5' 20" 10YR 4/4 68.2' 69C O T U I T, MA Cl Cl PREPARED FOR SiL SiL 42" 1OYR 6/3 66.5' 40" 1OYR 6/3 66.6' �' ��6 BORTOLOTTI CONSTRUCTION/ c2 c2 DAVID AND JANET START � Q PERC i' 1 :11111 �A LAN of Mqs DATE: 4-23-2018 M/CS M/CS ��' ©A LEA{!A�9cy� o` � .�'1,N1t_I_.S9c�� 2.5Y 7/4 2.5Y 7/4 C,;AL `�, s k off 508-362-4541 i CIVIL +� ,, ` I fax 508-362-9880 i No. 46502 � q N, e'­,;,_ :j downcape.com P o <v P • o�FF°JSTE¢ `� °p�S down cape edg inee�ing, Inc. 132" 59.0' 132" 58.9' i SS/ONAL � q, v�yo civil engineers NO GROUNDWATER ENCOUNTERED Scale: 1 20' �� �� r- land surveyors 939 Main Street ( R to 6A) DCE ' - ' 08 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 18-108 BORTOLOTTI-START.DWG