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HomeMy WebLinkAbout0461 PARKER ROAD - Health 461 PARKER ROAD West Barnstable A = 176 — 025 — 002 TOWN OF BARNSTABLE LOCATION 4(pI SEWAGE# aC� VILLAGE U1, � 5 '4,L� ASSESSOR'S MAP&PARCEL 1 '' INSTALLER'S NAME&PHONE NO. U�S'b A A. 36(jZR SEPTIC TANK CAPACITY LEACHING FACILITY. (type }I2r) S�t k e (size) 3 3 NO. OF BEDROOMS 4 OWNER PERMIT DATE: -L 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 3_ ( q F'13'-o' L`1;. LjAtQ TJ -51,-o` 41� u a F � Ito 3aaot-(o" Hao D � r ;�v(SD Aft, ,1114 r / No. ' L Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ctiptication for NspoBal *pstem Con upthosT Permit 00 Application for a Permit to Construct( pair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.y( ! � 2C� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel U . ' Ji 6 0-0.- X. r_rcl,, Installer's Name,Address,and Tel.No. _77-L140 36 Designers Name,Address,and Tel.No. IST S �S`-7 7 �ll�s✓� �k S"y- Type of Building: — Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date 7 //V Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. , n � Description of Soil 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 oard of Healt . Sign Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued RIB �11-a)I - J t/ Cl .•�.�.. Fee Ira` W THE COMMONWEALTROF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS i UO01pplitatlon for MisposaY*p'tem Construction 30Prmit Application for a Permit to Construct( air( ) Upgrade( ) Abandon( ) iomplete System El Individual Components { � Location Address or Lot No. / v �� 2 CA Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Z Installer's Name,Address,and Tel.No. �7[ Designers Name,Address,and Tel.No. ..r Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ).Cafeteria( �) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date /a __ G Title 7-7 Size of Septic Tank 9/,o ri Type of S.A.S. fz-4 oe*lu Ac� Description of Soil s �� t /u Nature of Repairs or Alterations(Answer when applicable) Date last inspected: r Agreement: a� ' 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'E vn�ironmental Code and not to place the system in operation until a Certificate of Compliance has been issued by:?66—�a�rdof Health. Si Date 10 11JIL11 ) Application Approved by %' i Date ! yj 1 y2ZI 1 Application Disapproved by r� Date_ for the following reasons. if Permit No. '7 —.�O O Date Issued, / — ----------------------------_!----------------------------------------------------------------------- ------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS T ERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )b 1 7/�' at I/C 1 �ci.(�4.. �, has been constructed in accordance with the pray s of Title 5 and the f Disposal System Construction Perm No.02 U Gfdated Designer 1�`a W p� #bedrooms -1 Approved desi / w g116 gpd The issuance of this permit s gall of beponstrue a guarantee that the system wil &cti n as signed Date Inspector Pl +�� No.CP6 M, - .3 6 ` Fee� CZ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS ' Disposal �&pstem Construction 3permit Permission is hereby ranted to Co ruct( )' Repair( ) Upgrade ) Abandon( /) System located at 6 '�K �� , �� I (in •►�9 J 1L_� 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:Construc io m t b within three years of the date of this permit. Date Approved by ' 1Yo. Fee THE COMMONWEALTH OF,MASSACAUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication. for -Misposal *pstrm Construction Permit Application for a Permit to Construct('+!) Repair( ) Upgrade( ) Abandon( ) x omplete System ❑Individual Components Location Address or Lot N ��� - ti(A � Owner's Name,Address,and Tel.No. /?1)Y— �3 Assessor's Map1Parcel TbA �a,0, w"�j� re� ,Af`'`ei Ss6 n 16 2- Installer's Name,Address,and Tel.No. Designer's N e,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ! Design Flow(min.requiredd), f�) gpd Design flow provided gpd Plan Date 7 I&l i 1 Number of sheets Revision Date 24 12-11 Title �l Size of Septic Tank �� y Type of S.A.S. Description of Soil 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 Bo Health. Slwmd Date Application Approved by Date Zy Application Disapproved Date for the following reasons Permit No.ZDN —30 Date Issued �(zy/�Iy THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(ti/) Repaired( ) Upgraded( ) f Abandoned( )by '-B t at 'To has been constructed in accordance with the tt ' ions of Title 5 and the for Disposal System Construction Permit No.Z447 W dated Installer I /�h{'�_j 1,Ley Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ..aALAILs"� - - �•No. I l -. t ".'"'' # i._ 'l Fee �aF; f; a .. � �9 THE COMMONWEA&H-66MASS.� ACHUSETTS Entered in computer: ` Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Misposal 6pstetn Construction Permit - *Application for a Permit to Construct(V� Repair( ) Upgrade( ) Abandon( ) •Complete System ❑Individual Components Location Address or Lot No. /��,, �;;. Owner's Name,Address,and Tel.No. /? - K36 — Assessor's Map/Parcel '-Po �-0Q�� yv � /9 � s�2 ^�&,5 2- ,� Installer's Name,Address,and Tel.No. Designer's N e,Address and Tel.No. zt at Q SxCa VCZfi�� 5D� �o � cz� �6c/,neeiIn Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures j /) Design Flow(min.required) �(J gpd Design flow provided gpd. Plan Date �'�p 7 Number of sheets / Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 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 Boa Health. S' i�d Date 8 I , 1 Application Approved by } ~� # Date Application Disapproved Date- for the following reasons ' p Permit No.00N 30 Date Issued cif Z�- 2w y= � ----------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ` Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(�) Repaired( ) Upgraded( ) Abandoned( )by (o at L04 4t � #' 401 has been constructed in accordance with the;p ions=of-Title 5 and the for Disposal System Construction Permit No.ZD(4- 08 dated �1��•O�y Installer, �� �()h eP-T r--j ( L( U y Designer'TIDw n �azt _�_nn,{(ia�_ #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system willfianction as designed. /{ + Date ( ,� r` " Inspector r / ---------------7 7 --- - ----- ----- ---- --- -- ------- - - -- ---------------- -- ---------- . ��zNo. 6Fe t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ]Disposal 6pstrm ConstrUction permit Permission is hereby granted to C�ons"t-ru`ctt(( ) Repair( ) Upgrade( ) Abandon ) System located at �(&44 `T" ( b k4 n -0 y(Q 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 permi. Date / Approved by i FROM :down cape engineering inc FAX NO. :15083629880 Dec. 23 2214 01:46PM Pi ­TI Thomas F. Gaiter,Dirmetwz -Public.Reallh DiAsion Thumaq M - '&e.etrbr ........... 209 Maix -k 02601, C):Mr,e*, 508-869-4644 F= M-790-631J4 KnAaRer &Desj&aeir C ertM-ir vdDn Fom /7� 17 1 arul Data- 17 ' StWzge permw. �Di4 Degiglier: r fu Addrmw w, ,q s issued a pemnt to iDaLlt a. (date) based en a desim.- ClTawn b y _1 aL I dai"Ll re,VL cic er) I ej.'Itify that the suptio, SY-ULM1 ahmm W,93 IrstaAed -s-LibstaxLtally ocrOT114, tQ the design,-Whiell?ray=-i-p Je 13ni.nuT ap p:roved uhaage.B sack as lamil z(-,InrmLiuu of ffin disti'm6m box and/or septiv, rertir that th.e. SeTtic SYStc-=fafemne--d above was installed. with T us (i C y greater ILM10' SAS err ^zuf'LR.bd as41ili by dIgesi,i�cr to kRow. 0 OF btqDANIELA OJALA rInstaUcaf's Mgji;a_fTiuga) CML U3 No.465 mkL pCT p OF B9QUE-51) -UNTIL, YqQ—Iff THILUIRM_tQa) A-2:21—RIT my,cIpM BY UIPALT—MAK—FELTUIE_BYALTH 4 / y1 Massachusetts Department of Environmental Protection a Bureau of Resource Protection GENERAL WELL REPORT Note: GPS coordinates must be in WGS84 datum in de rees. decimal de ree format. 1.WELL LOCATION GPS(Required) N)o/rthn _0 West_ Address at Well Location �� ��� 2� ❑Property Owner nxo U Subdivision/Property Description ❑Engineering Firm �1VI Mailing AddressCityrrowl 1CA r Assessors Map Assess-ors Lot# Cityrrown �> State Board of Health permit obtained LD/es ❑Not Required Permit Number Date Issued 2.WORK PERFORMED 3.WELL TYPE 4.DRILLING METHOD 6.ADDITIONAL WELL INFORMATION rye - ® ® � Overburden Bedrock Fracture Ezw ❑ ❑ Developed Y ❑N Enhancement Y 5.WELL LOG OVERBURDEN LITHOLOGY Drop in Loss or Extra ry-l�❑ Surface Seal Fast or Di �y❑ Disinfected LL77�r N �I v Drill Addition Type From To Code Color Comment Stem Slow of Fluid (ft) (ft) Drill Rate Total Well Depth to 0 j S ❑Y ❑N ElF ❑S ❑L ❑A Depth I Bedrock ❑Y ❑N ❑F ❑S ❑L ❑A 7.CASING ❑Y ❑N ❑F ❑S ❑L ❑A From To Type Thi ness Diameter ❑Y ❑N ❑F ❑S El ❑A E0 SIVY0 ❑Y ❑N ❑F ❑S ❑L ❑A ❑❑❑ ❑Y ❑N ❑F El ❑L ❑A 8.SCREEN ❑Y ❑N ❑F [:IS ❑L ❑A From To Type Slot Size Diameter ❑Y El ❑F El ❑L ❑A [Id- 1: ® 1 5.WELL LOG BEDROCK LITHOLOGY Extra ❑❑❑ Drop Extra Fast or Loss or Visible Rate From To In Drill Large Slow Addition Rust 9.WATER-BEARING ZONES From (ft) Code Comment Stem Chips Drill of Fluid Staining(ft From To Yield(gpm) ❑Y❑N❑Y❑N❑F❑S❑L❑A❑Y❑N 41 ❑Y❑N❑Y❑N❑F❑S❑LEI A❑Y❑N ❑Y❑N❑Y❑N❑F❑SE]L❑A❑Y❑N ❑Y❑N❑Y❑N❑F❑S❑L❑A❑Y❑N 10.PERMANENT PUMP(IF AVAILABLE) ❑Y❑N❑Y❑N❑F❑S❑L❑A❑Y❑N pump Horsepower ❑Y❑N❑Y❑N❑F❑S❑L❑A❑Y❑N Description y ❑Y❑N❑Y❑N❑F❑S❑L❑A❑Y❑N Pump Intake Nominal Depth /`� Pump ❑Y❑N❑Y❑N❑F❑S❑L❑A❑Y❑N � V ft Capacity /O m 11.ANNULAR SEAL/FILTER PACK 12.GEOTHERMAL INFORMATION(Opt.;Open Loop only) From To Material 1 Weight Material 2 Weight Water(gal) Batches Method of Thermal Thermal Formation Placement Conductivity Diffusivity Water j— (BTU/hrrft•°F) (ft2/day) Temperature(OF) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DEP UIC# Sample taken from this well❑Y ❑N 13.WELL TEST DATA 14.WATER LEVEL Time Pumped Pumping Level Time to Recover Recovery Date Static Flowing Date Method Yield(GPM) (hrs) (min) (ft BGS) (hrs) (min) (ft BGS) Measured Depth BGS(ft) Rate(gpm) El 15.COMMENTS 16.WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. Driller `3, ,] W-G!�� S- L, Supervising Driller Signature / Certification# v` Company kq- Date Job Complete l Rig Permit# (D f 22, 2C15 3.42PM k 1752 P. 1 F " a CERTIFICATE OF ANALYSIS Page: 1 of 1 r`a Barnstable County Health Laboratory (M-MA009) a ,,cy�y Report Prepared For: Report Dated: 2/25/2014 Shaun F. Harrington All Cape Well Drilling Order No.: G1478799 P0 Box 126 Brewster, MA 02B31 Laboratory ID#: 1478799,01 Description: Water-Drinking Water Sample#: Sample Locatlon: Parker Rd.West Barnstable,MA Collected: 02/24/2014 Collected by., (Customer q Received: 02t2411014, Routine 7 r 1 ITEM RESULT UNITS RL MCI, METHOD# TESTED Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 2/24/2014 Copper 0.012 mg/L 0.003 1.3 EPA 200.7 2/24/2014 Iran 0.266 mg/L 0.010 0.3 EPA 200.7 2/24/2014 PH 5,9 PH AT 25C NA 6.5-8.5 SM 4500-H-B 2t24/2014 Sodium DA mg/L 1.0 20 EPA 200.7 2/24/2014 Total Coliform Absent P/A 0.. 0 SM 9223 224/2014 Conductance 100 tunohsfcm 2.0 EPA 120.1 2/24/2014 Wstersample meets the recommended limits fordrinkng water of a//the above tested parameters Attached please ford the laboratory certified parameter list. Approved By: ".� (Lab Dlractor) ND=Nolte Detected RL = Repotting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-3754605 22. 2C15 3:43PM k 1152 P. 2 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) ' d $�c 'Recipient* Shaun F.Harrington Matrix. Water-Ddnking Water All Cape Well Drilling Sampled: 02/24/a014 9:00 P Q Box 126 Received: 02/24/2014 11.45 Brewster, MA 02631 Collection Address., Parker Rd.West Barnstable,MA (o Order#: Gi47tt799 Sample Location:)Description: �lday-Parker Rd Lab IA: 1478799-01 bate Analyzed: V25/2014 C1 15:45 Sample M Analyst: yn Method: EPA 524.2 Dilution Factor: 1 Comment: Water sample meets the recommended limits for drinking water of all the above bested parameters EPA 524.2- Volatile Organics by GC/MS Parameters MDL Result MCL ugJL ug/r ug/L pararneer Ug/L u9Result /L ug/I Dlchlorodifluoromethane NO 0.50 Chloroform NO 60 o.so Chlorome(hane NO 0.50 cis-42-Dichloroethene ND 70 o.so Vinyl chloride NO 2.0 0.50 ds-1,3-Dichloropropene NO 0.50 Bromomethane NO 0.50 Dibromochloromethane_ NO 0.50 -,,1,1,2-Tetrachloroethane NO 0.50 Dibromomethane ND 0.50 _,1,1-TdcNoroeihane No 200 0.50 Ethylbenzene ND 700 o.so _,1,2,2-Tetrachloroethane No 0.50 HeXachlorobutadiene _ ND 0.50 1,1,2-Tdchloreethane NO 5.0 0.50 Isopropylbenzene NO 0.50 1,1gXcNoroettlane NO 0.50 Methylene chloride NO 5.0 0.50 1,1-Dlchloroethene NO 7.0 0.50 Methyl-tert_-Imto ether NO 0.50 1,1-Dichloropropene ND 0.50 Naphthalene ND 0.50 1,2,3-Trclorobenzene ND 0.50 n-Butylbenzene ND 0.50 1,2,3-Trichioropropane ND 0.50 n-Propylbenzene ND 0.50 1,2,41-Trichlorobenzene NO 70 0.50 p-Isopropyitoluene ND 0.50 1,2,4-Trimethylbenzene ND 0.50 uMbenzene ND 0.50 1,2-Dibrorno-3-chloropropane ND 0150 Styrene ND ioo 0.50 1,2-Dibromoethane(EDB) NO 0.50 tert-Butylbenzene ND 0.50 1,2-Dichlorobenzene ND 600 0.50 Tetrachloroethehe ND 5.0 0.50 1,2-Dichloroethane NO 5.0 0.50 Toluene ND 1000 C.50 1,2-Dichloropropane NO 0.50 ToIAOenes ND 10000 0.50 1,3,5-Trnethylbenzene NO 0.50 5-1,2-Dichloraethene ND 100 0.50 1,3-Dichlorobenzene _ _ NO 0.50 trans-43-Didh oropropene ND 0.50 1,3-1)lchloroprvpane ND 0.50 Trichlorcethene ND 5.0 0.50 1,4-Dlchlorobenzene ND 5.0 0.50 ridrlorafluoromethane ND 0.50 2,2-Oidhoropropane NO _ 0•50 Surrogates -A Recovered qC umlts � 2 Ch[orotoluene NO 0 Bromofiuorobenzene 99% 70 130 Chlorotoiuene NO 0.50 12-DIchloroben7ene-d4 103% 70 13p Benzene ND 5-0 0.50 Oromobenzene ND 0.50 13romochloromethane NO 0.50 Bromodichloromethane Np 0.5o BromoForm ND - - - - 0.50 Carbon tetrad-Aoride ND 5.0 0.50 C hlorobenzene ND 100 0.50 C hloroethane ND 0.50 Attached please find the laboratory certified parameter list. Approved By: (Lab Director) / ND=None Detected RL = Reporting Limit MGL=-Maximu Conte Inant LeUel Superior Court House, PO.Box 427, Barnstable, MIA 02630 Ph: 508-375-6605 Page 1 of 1 Town ®f Barnstable Departineaat ofR.egalatory.Services s�txaresr Public Health DIvis1011 Date /*oZo 3 • -��'. rev ^1 200 Main Street,Hyannis MA 02601 _ Date Scheduled 0�/OL�r ail aM/�Tina T+eePd. V Soil 9 9 PM* *s Soil ditabxfi Assessment• 0 9 Performeday.- !�C�n;—,0 ( ��5�' �Ve> Witnessed B / CATION&GYNEIRAL WORMA TION I'°cah �q Pay Owner's Name ar Address Ass s Map/Parcel 176 o U Engineer's Namc ,,f%_ NEW CONSTRUCTION Telephone# Land Use: mC_)0j S Slopes(%) 10 Surface Stones re I/ Distance's from: Open Water Body -t--- ft Possible Wet.Area (0� ft Drinking WaterWelI >�S0 ft Drainage Way {t% ft Property Una > ft Other ft 7e 5-, SKE'TCM(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands�n proximity to holes) La ©C, Parent material(geologic) G 16V-1, [ Ti 1 ` Depth to Bedrock Depth-to Groundwater. StandingWaterinHole: m//4� Weeping from PltFaoa Estimated Seasonal High Groundwater &�E A�I4MTMOImT FOR SEASONAL HIGH WATER TABLE Method Used: [✓E Depdf Observed standing in obi.hole: - - la, Dnptlt to soil motilest - - - In, Depth to weeping from side of obs.hole: In, GrouadwnterAdjuatment fc Index Well# Reading Date Index Well 1001 .z_ Adj,faetor Adl,Groundwater Level a Observation PERCOLATION TESL' X)Rie 1 3 Time a(ILO � 3 Hole# pp Tlma at 9" Depth of Perc Y2 f/ �� Time at G" Start Pre-soak Time @ i Q r 00 10 1 ) Sf °F7 Time(9))-G11 End Fro-soak 10.1,1 > 1:00 Rate MinAuch Z "n/ n C 51te Suitability Assessment: Site Passed Sitp Failed: Additional Testing Needed(X/N) . 0 ginal:-Public AAlealth-Dlvlslou Observation Hole-Data To Be Completed on Rack — - ***If percolatioaa test is to be cmaducted within 100'of wetland,you must first notify the Barnstable Conservation Dzvision at least one(A)week prior to beg =' 9. QASEPTICTERCF0.RM_0 0 C DEEP-OBSERVATION ROLE LOG Role# Depth from Soil Horizon Soil Texture .Sdil Color Soil• Other Surface(in.) (USDA) .(Mansell) Mottling (SCtructurc,Stones;Boulders. . D 1 ran^ fin' rave loy —, 13=O]BSMVAnON ROLg L0G. ]dole# Dcpthfrom. Soil Horizon SoilTexture Soil Color Soil Other Surface(in.) (USDA) (Munseln Mottling (Structure,Stones,$ouldeis. onsis en 90 G ve Ca /fir 5, DEEPOBSERVATION. ROLE LOG Role#. -' Depthfronf SollHorizon Soil Texture Soil Color Soil Other` Surface(in.) (USDA) (Munscll Mottling (Structure,Stonas,Boulders. Consistmpy.9e'j d e - 0 OY Imo' L l� y9a . DEEP OBSERVATION LOG Role# 4 ' Depth from Soil Horizon Soil Texture Soil Color Sail Other Surface(in.) (USDA) (Munson) Mottling (Structura,Stottos;Boulders. Co si tan 6 • Flood Insurance Rate Map:. Above 500year;floodboundary No Yes '.�_.__ Within 500 yearboundary No�! 'Yes ' Within 100 year flood boundary No. Depth ofNataral1y Occurring Pervious Material Does at least four feet of naf n-ally occurring pervious material exist in al l areas observed thrpughout the area proposed for the soil absorption system? We-S If not,what is the depth of naturally occurring pervious material? Certification � � / i I certify that one °� (date)I have passed the soil evaluator examination approved by the r Department of Environmental Protection and that the above analysis was performed by me consistent With . the required training,expertise CM and experience described in�10 R 15.017. `'--._f • Signature.- Datb . . Q.15.L'PT1C11 ERCPORM'DO C r No. l/� O'er S��G�i�� Fee BOAIr',r1 OF HEALTH TOWN OF BARNSTABLE pprtcation _for Vern Congtruction permit Application is hereby made for a permit to Construct( ), Alter( ), or Repair( ) an individual well a . r Location-Address Assessors Map and Parcel \ Owner Address Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well_ �S'a S Lea^ j cry► Capacity Purpose of WellY1,)? 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 well in operation until a Certificate o in liance has been issued by the Board of Health. Signed 'VI/V D Application Approved By Date Application Disapproved for the following reasons: > Date Permit No. �� 3 Issued J/ 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 -� / Z/ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well P tection Regulation as described in the application for Well Construction Permit No1/�XX4 t3 0 7> Dated 6 r THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. l/J �`� a� S. �U ����oD Fee BOA.Rd OF HEALTH 01, TOWN OF BARNSTABL ZIpprtcation _for Vern Con5truction Permit Application is hereby made for a permit to Construct( ), Alter( ), or Repair( ) an individual well a x 0 Location-Address Assessors Map and Parcel Owner Address U Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons a Type of Well Capacity w- - Purpose of Well 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 well in operation until a Certificate o ompliance has been issued by the Board of Health. Signed D Application Approved;By Date Application Disapproved for the following reasons: u', f , Date r(r. Permit No. (/�.) � 1 3 Issued 2) 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 /� A n o f D I1Q has been installed nl accordance with the provisions of he Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No\,�)DGX} G c--�> 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 BARNSTABLEt Very Con0truction Permit No.1 '. _(� ) L� C)G Fee /I Permission is hereby granted to_��,,E r,(JXi(i{ ✓ I Installer to / Construct Alter( ), or Repair( an individual well at:/ Street as shown on the application for a Well Construction Permit No.I, �c)Lj G�: ^'j Dated 1 r Date � f �j /�� Approved B�—� ;I I 7- I5�9•' i 6Q• ^i2•' b.. I GG" `,O_ , 11 WAR 41 o 0 0 • iS � 1 9 ` },. 0 >ylr ---------------------------- : �` e ! Y �I � 0• I J 4.0. P. � 1 i 1 fP I 1 : . y ,•:cy, 14 p oo- • 13, fool 1? I ' ! j , I L 9.0' u 3� C 4 t o _-• Q �0 I� a ;I f f P'K2�ic'P"1RRCLS�0. - 1 77 v L I � p ak L ji I ' I 1 I v r AS Q1J:l.L W4 f7riS.�4!'� <S�Z�....�111q h_relCtl Fs lP.Ef:. St.iStX.� .. . .. '6QVtII_r7�vuG e7ty:4w Uql'.�hkN."'tc�?SLPbx1►L 6.[Spolns.�tbta ' F SLN�S 'CIM N \l B"Zu1C CSU:�.`4::a�Sfsl3:]SE^�� GS`.:LCGI6e3ACN�:fiteiiE J µy Brace Devlin n. 7742�"773 SYSTEM PROFILE MARKED WTHCMAGNETICTTAP o BE NOTE$ LEGEND SYSTEM DESIGN.- COMPARABLE MEANS FOR FUTURE LOCATION. 1.OANM IS APPROX.NGVD PROVIDE WATERTIGHT MIN.20'DAM. (NOT TO SCALE) _ GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6'OF FIN.GRADE 2.MUNICIPAL WATER IS NOi AVAILABLE T -99- ExISTING CONTOUR R DOUBLE WASHED PEASTONE CONCRETE COVERS TO WffHIN 3'GRADE \ TOP rouND.EL 7].2S' ( OR GEOTEXIILE FABRIC X 99.1 EXIST.SPOT ELEV. DESIGN FLOW: 4 BEDROOMS ®110 GPO =440 GPD 6B.0 2A SLOPE REQUIRED OVER SYSTEM 65.0 3.MINIMUM PIPE PITCH TO ME 1/B'PER FOOT. RpPO MINIMUM.75-OF COVER OVER P 9PRY'E0. PROPOSED CONTOUR USE A 440 GPD DESIGN FLOW 4.DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS CHURCH ' 70 BE AASHO H-jjI RCH ST, (Trou 4'05CNM PVC MORTAR PRECAST RISERS S.PIPE.IOINTS TO BE MADE WATERTIGHT LOCUS I98.q] PROPOSED SPOT EL. = BBO 0 P.0 rA PIPES LEVEL 15f 2' COMPONENTS H 10 , SEPTIC TANK: 440 GPD (2) WITH 1H1 - 4 (TYP) 7' 4' PINE TEST HOLE USE (1)H-10 1500 GAL. SEPTIC TANK ENDS SIDES 62.0' 6.CONSTRUCTION DETAILS TO BE IN ACCORDANCEST. •70.0 M• Iq• y2vy5z;2 310 CMR 15.000(TITLE 5.) I500 GAL IFIO L..� 2� SLOPE OF GROUND 66.0 T� Imy�TW11I 65.75' 6"MIN.SUMP 7.THIS PLAN IS FOR PROPOSED WORN ONLY AND NOT TO SPRUCE LEACHING: 4.Ue,Lcva GAS e.rn,` �0 0 POND SIDES: 2(33 5+ 12 83) 2 (74) = 137 GPD f]eV - iyyE 0A E01UL 12';MIN INf.DIM. RE USED FOR LOT LINE STAKING OR ANY OTHER E "g. _____J � ILL r� UTILITY POLE 61.44'" " 59.17' PURPOSE. rY.od, SAND H BOTTOM 33.5 z 12.83(.74) = 318 GPD q vQNO 0 FIRE HY➢RANT 0 o0o00c 8.PIPE FOR SEPTIC SYSTEM TO SCH.40-4'PVC. 4' rlotE Nm NL sygpls Nar•PFFAA w quvnNG TOTAL: 614 S.F. 455 GPD 000000000000000000 1 N-10 500 GAL.LEACHING CHAMBER BY gCME PRECASTOR EQUAL. g,COMPONENTS.NOT TO BE BACKFILLED OR CONCEALED 0"0„0„0„0,0 0 0�0� 3/4'-1-1/2'DOUBLE WASHED STONE 4'MIN. (3)UNITS REQUIRED WITHOUT INSPECTION BY BOARD OF HEALTH AND �_ 6"CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) COMPACTION.(15.221 (23) ALL DIMENSIONS TO OUTSIDE OF STONE:33.5'X 12.83' PERMISSION OBTAINED FROM BOARD OF HEALTH. LOCUS MAP NTS WITH 4' STONE ALL AROUND �� 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFETHE INSTALLER SHALL VERIFY THE 5.17' LOCATION (1 F ALL UNDERGROUND AND OVERHEAD THE LOCATION OF ALL 4-723)AN @OVERHEAD UTILITIES ASSESSORS MAP 176 PARCEL P/0 25 LOCATIONS OF ALL UTILITIES AND,ALL PRIOR TO COMMENCEMENT OF WORK. BUILDING SEWER OUTLETS AND (16 x SLOPE) ('S A SLOPE) (�A SLOPE) 11.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS IS WITHIN FEMA FLOOD ZONE C ELEVATIONS PRIOR TO INSTALLING ANY LEACHING BOTTOM TH 1 & 3 EL. 54.0' REMOVED 5'BENEATH AND AROUND THE PROPOSED ZONING: RF, RESOURCE PROTECTION OVERLAY DISTRICT PORTION OF SEPTIC SYSTEM MA LEACHING FACILITY. APPROVED DATE BOARD OF HEALTH FOUNDATION- 25 SEPTIC TANK 86 D' BOX 12' FACILITY NGWE MIN._LOT FRONTAGE - 150 FT MIN. AREA - 87,120 SF -� SETBACKS: FRONT - 30' SIDE 1 REAR - 15' REF: PS 284 PG 70 PS ED PG 18 REF.LITE1 BTO SH GAS AND ILLEDISONROAD LIGHT COMPANY, ROE 130 TO SHOOTFLYING HILL ROAD SECTION OF THE OTIS-HYANNIS 23 kV LINE.DATED APRIL 26. 1973,SHT. 8 OF 9&CAPE AND VINEYARD ELECTRIC COMPANY BOURNE-HYANNIS JUNCTION 115 kV ELECTRIC LINE SHT 12 OF 16 EXIST. j /' 'I 1 \ \ DWELL. \\ LOT 1 LOT 2 VACANT i TEST HOLE LOGS \ ' � ---------- ENGINEER:/ Vo \ DANIEL E. GONSALVES. SE E X r.WELL / O� l 1 `\ 1 I \ \ \ a\ \ 1 WITNESS: DONNA IRS DATE: JANUARY 23,3,201 2014 \ I \ BENCHMARK:USE MAIL SET IN TREE PERC. RATE _ < 5'MIN/INCH POOL �' \\ 1 AT ELEV.73.25' CLASS. L _. - SOILS-_._P#142b.7_.. AREA OF EXISTING ° SEPTIC SYSTEM ELEV. ELEV. \ I I 5 REMOVAL IM UNSUITABLE SOIL REQUIRED r1 w ( P AROUND PERIMETER SOIL LEACHING EPLACE. ti/' 64,0' - O" v 66.0' Q" 64.0' Q" 65.0' DOWN TO SUITABLE SOIL LAYER.REPLACE 0 WITH CLEAN MS SANG,TO MEET A /1 - A - A - SPECIFICATIONS OF 310 CMR 15.255(3) L$ L$ LS L$ 10YR 4/2 10YR 4/2 10YR 3/2 10YR 3/2 \ \ _ •PROP. DUE 7o VARIABILITY C FI SOILS, 6^ 6" S" 5" TOTAL FRONTAGE ON PARKER ROAD-150.70' I / I I GARAGE, / b ENGINEER SHALL LEACHING SUITABLE SOILS IN AREA OF LEACHING B B B B I FACILITY PRIOR TO INSTALLATION OF ANY PORTION OF SEPTIC SYSTEM SL-- SL SL SL ` 60.0' 48" 62.0' 50" 59.6' 50" 60.8' \ - 10YR 5 6 10YR 5/6 tOYR 5/6 1OYR 5/6 \ \ \ v W » Cl C1 C1 Cl _ - � \ ` \\ e \ W �, ® nl 4 9p / pERc MS MS SILT LOAM SILT LOAM )68. 4' \� C F \ 0 5 War PROP.4 OR 10YR 6 4 10YR 6/4 2.5Y 5/2 2.5Y 5/2 - \ s DWELLING 32. � 96" / 56.0' 96" 58.0' 60" 59.0' 60'• 60.0' ` 5)" __-__- ---- - \ la�?.Tv '( J TF-EL 73.2V 04� C2 C2 C2 - b^'I \\\222 6 C2 ---- EXIST DIRT WAY ______-- \ � PERC F$ _---- --- _ --- _ SE FS ---- \ u7Rs 11,5597 SFf / w/SOME SILT w/SOME SILT /SOME SILT w/SOME SILT Top OF BANK '` I 2.56 A f // 4 / 120" 10YR 4/4 54.0' 120" l OYR 4/4 56.0' 120" 10YR 4/4 54.0' 120" 10YR a/a 55.0' ^66 uIL NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED B ta3. \ \ CRANBERRY BOG b2 SITE PLAN N � � lC \ 9 C y` i a E S \ �/ fOF LOT 3 PARKER ROAD DTIL POLE WEST BARNSTABLE \ NOTE. ACCESS OVER ELECTRIC COMPANY \ EASEMENT GENERALLY REWIRES A PERMIT \ 5> ! \� DI uTa POLE < s -�1,`\ (DlsTua/eeD) `0- PREPARED FOR UTIL POLE NOTE NOT ALL.UTIL POLES AND �� GREGG ANDERSON HIGH NOT OVERHEAD o/l 508-362-4511 \ TRANSMISSION UNES ARE SMONN `��` \� 1 .tsiq, �` ( - -�-� lav 508-362-9880 V, r1A Y ( I 01 0o+n00pe aom 0 T ANI Fe UAR down cope engineering,/TIC. � 4�DANIELA s D A EL~tiN "=30' __ Nm \ -- ---- tV OJaLA\. t,. Im� R.0 J , 4 20 civil engineers ------------- ----------- crnL $ " } \ No. cOle 30 +� land surveyors 9 a .q V 9eG 939 Main Street (Rte 6A) suRNE„ � 7-7/I+/I / D 15 30 45 BO 75 FEET YARMOUTI-IRORT MA 02575 J rox L CN0" �Q-O J 7 (AKA 0,:3-�'IO) 1 DATE DANIEL A. OJALA, P.E., P.L.S.1 ANDERSON TS DWG I [ PROFILE i SYSTEM DESIGN. SYSTEM ROf ILE ALL SYSTEM COMPONENTS SHALL BE NOTES LEGEND MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE WATERTIGHT MIN. 20" DIAM. (NOT TO SCALE) 1. DATUM IS APPROX. NGVD 99 - EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE TOP FOUND. EL. 73.25' 2" DOUBLE WASHED PEASTONE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS NOT AVAILABLE X 99 EXIST, SPOT ELEV, DESIGN FLOW: 4 BEDROOMS 110 GPD =440 GPD \ OR GEOTEXTILE FABRIC » PER FOOT OF COVER OVER PRECAST 3. MINIMUM PIPE PITCH TO BE 1/8 . p,0 -�}- PROPOSED CONTOUR MINIMUM .75 2% SLOPE REQUIRED OVER SYSTEM 65.0 Ro 99 USE A 440 GPD DESIGN FLOW ': 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS I CH PPR��R .... PRECAST H-10 CHURCH 198.41 PROPOSED SPOT EL. RISERS (TYP.) TO BE AASHO H-JQ HST. SEPTIC TANK: 440 GPD (2) = 880 4"SCH40 PVC 2.0 4"OSCH40 PVC PRECAST RISERS TH1 PIPES LEVEL 1ST 2' MORTAR ALL H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. r-LOCUS 4, COMPONENTS TEST HOLE USE (1) H-10 1500 GAL. SEPTIC TANK NDS (TYP.) INV'S EL. 61.17' 4 , *70.0 SIDES 62.0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH PINE ST. PTEE 14"SL❑PE ❑F GROUND .. .• „ 1500 GAL H-10 TEE ° ° ° °, °65.75 O®®� ®®®® ®®®O �(]o LEACHING: 66.0 °o°o°o°o ®�®®DEl�1=1M 0�00®®®®O®® >oog°o°°° D WALKOUT 4EQ TANK c Oo0000000000 0� 6""MIN. SUMP ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO SPRUCE ITV POLE: SIDES: 2 (33.5 + 12.83) 2 (.74 = 137 GPD SUB ELEV. ': GAs aAFFL .., 9 oog,o,o0 0 0� 12 HIN INT. DIM. ®®����00�0� DD�L7�OO���O ,o°° 1 POND _0� UTIL ) ACME OR EQUAL o 0„0 0 0 0 0„ a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0°0 °°° BE USED FOR LOT LINE STAKING OR ANY OTHER d ` 65.2 f FIRE HYDRANT BOTTOM 33.5 x 12.83 (.74) 318 GPD , ® ODLD0���000� PURPOSE. L 7., ' 61.44 61.27 9 17 PURPo - " t,9A \PorNioHIL NOTE: NOT ALL SYMBOLS ►aAY APPEAR IN DRAWING o0000000°0°000°0°0°0o0oc H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST❑IR EQUAL. 8. PIPE`FOR SEPTIC SYSTEM TO SCH. 40 4 PVC. a' TOTAL: . 614 S.F. 455 GPDo 0 0 0 0 0 0 0 0 0 o c T o„onono„ono o„o„o„o„o�or 3/4"-1-1/2" DOUBLE ''WASHED STONE 4' MIN. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED (3) UNITS REQUIRED USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 6" CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND COVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' PERMISSION OBTAINED FROM BOARD OF HEALTH. WITH 4' STONE ALL AROUND COMPACTION. (15.221 [2]) LOCUS MAP NTS *THE INSTALLER SHALL VERIFY THE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL 5.17' DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ASSESSORS MAP 176 PARCEL P/0 25 ELEVATIONS PRIOR TO INSTALLING ANY PRIOR To COMMENCEMENT OF WORK. ( 16 % SLOPE) ( 5 % SLOPE) ( 1 % SLOPE) 11. ANY•UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS IS WITHIN FEMA FLOOD ZONE C PORTION OF SEPTIC SYSTEM _ MA LEACHING BOTTOM TH 1 & 31 EL. 54.0' REMOVED 5' BENEATH AND AROUND THE PROPOSED APPROVED DATE BOARD OF HEALTH FOUNDATION- 25 SEPTIC TANK 86' D' BOX 12' LEACHING FACILITY. ZONING: RF, RESOURCE PROTECTION OVERLAY DISTRICT FACILITY NGWE MIN. LOT FRONTAGE - 150 FT MIN. AREA - 87,120 SF SETBACKS: FRONT - 30' SIDE 15' 6s REAR - 15' REF: PB 596 PG 70 I PB 284 PG 18 j 66, 66 REF. NEW BEDFORD GAS AND EDISON LIGHT COMPANY, ROUTE 130 TO SHOOTFLYING HILL ROAD SECTION OF THE I OTIS-HYANNIS 23 kV LINE, DATED APRIL 26, 1973, SHT. f a 8 OF 9 & CAPE AND VINEYARD ELECTRIC COMPANY BOURNE-HYANNIS JUNCTION 115 kV ELECTRIC LINE SHT 12OF16 � EXIST. DWELL. LOT LOT 2 �\ \ VACANT TEST HOLE LOGS o DANIEL E. GONSALVES. SE ��' EXI T. WELL 6 ENGINEER: o i WITNESS: DONNA MIORANDI, RS DATE: JANUARY 23, 2014 POOL �,' + BENCHMARK: USE NAIL SET IN TREE i AT ELEV. 73.25'•„ PERC. RATE _ < 5 MIN/INCH #. 2 R7 AREA OF EXISTING SEPTIC SYSTEM \ 5' REMOVAL OF UNSUITABLE SOIL REQUIRED ELEV. ELEV. I I AROUND PERIMETER OF LEACHING FACILITY, » � 64.0' » � 66.0' r 64.0' � 65.0' j p DOWN TO SUITABLE SOIL LAYER. REPLACE 0 0 O 01 WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) A A A A LS LS LS LS TOTAL FRONTAGE ON PARKER ROAD = 150.70' 7 � �P P 10YR 4/2 10YR 4/2 10YR 3/2 10YR 3/2 I GA E � DUE TO VARIABILITY OF SOILS, 6,f 6» 5» rJ» \ I ENGINEER SHALL CONFIRM SUITABLE 6 I SOILS IN AREA OF LEACHING B B B B FACILITY PRIOR TO INSTALLATION OF SL SL SL SL 6 `\ 6� ANY PORTION OF SEPTIC SYSTEM ! 10YR 5/6 10YR 5/6 „ 10YR 5/6 10YR 5/6 , 48 60.0 48 62.0 50 59.8 50 60.8 1 P. L w 71 ss TH 4 C1 C1 C1 C1 PERC 188.04, I \ CB F W MS MS SILT LOAM SILT LOAM W PROP. 4 BR h 6 s DWELLING 32, 10YR 6/4 10YR 6/4 2.5Y 5/2 2.5Y 5/2 7 96" 56.0' 96" 58.0' 6011 59.0' 60" 60.0' 7 •'--___ '•---_____ 1 - 6 •� TF EL. 73.25" p f EXIST. DIRT WAY ^j�' 6�� � �\� ' 65.2 TH 4� 6 Q. 1. C2 C2 C2 C2 UTIL PERC 66 T FS FS FS FS OLES s> TOP OF BANK 9 I 11 ,597 SF± 9 �. w/SOME. SILT w/SOME SILT w/SOME SILT w/SOME SILT 2.56 A t 6� » 10YR 4/4 ,� 10YR 4/4 10YR 4/4 10YR 4/4 uTIL / 66 120 54.0 120 56.0 120 54.0 120 55.0' I $ 6 48S r4 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED CRANBERRY BOG ,�� �� 6V 6S eOG 3- 63 ' � F �/ SI T E PLAN OF °p9 LOT 3 PARKER ROAD WEST BARNSTABLE /58 UTIL POLE NOTE: ACCESS OVER ELECTRIC COMPANY EASEMENT GENERALLY REQUIRES A PERMIT �\� 57 ; ! \� S6 DH IN �- I UTIL POLE \\ SS D (DISTURBED '� PREPARED FOR NOTE: NOT"ALL.UTIL POLES AND ��\ UTIL POLE HIGH VOLTAGE 'OVERHEAD off 508-362-4541 TRANSMISSION LINES.ARE SHOWN ��\ ��w ' GREGG ANDERSON fax 508-362-9880 f I downcape.com © � tH at FT 130.66 ------- ,� � cti � DANIEL. F FEBRUARY 6, 2014 down cape <ng�nc«ing, Inc. _ 2 I .�� RANI• L A. /� __ c GNP p <y�� - / LOJA!A c ('\\ -� ---------- o m', cP� . civil engineers \, ---------- s, � No Scale: 1 = 30 G'.Il 61i (p !a ff f a n�� r� � land surveyors ��2© 939 Main Street ( Rte 6A) � .o� Fo n �. �\ r . F °uPv� '"` �iL/` 0 15 30 45 60 75' FEET YARMOUTHPORT MA 02675 �4-O � 7 (AKA O3- � 7O) DATE DANIEL A. OJALA, P.E., P.L.S. ANDERSON T5.DWG I a 1 1 `7 LEGEND SYSTEM DESIGN: SYSTEM PROFILE MARKED WIALL THCMAGNETIC TTAPE AOR LL BE NOTES COMPARABLE MEANS FOR FUTURE LOCATION. APPROX. NGVD PROVIDE WATERTIGHT MIN. 20" DIAM. (NOT TO SCALE) 1. DATUM IS �o 99- EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS To WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS NOT AVAILABLE \ TOP FOUND. EL. 73.25' 2 X 99•1 EXIST. SPOT ELEV. " DOUBLE WASHED PEASTONE CONCRETE COVERS TO WITHIN 3" GRADE a, DESIGN FLOW: 4 BEDROOMS � 110 GPD =440 GPD • • } OR GEOTEXTILE FABRIC 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. -- REPO 9 N68.0 MINIMUM .75' OF COVER OVER PRECAST 7 2% SLOPE REQUIRED OVER SYSTEM 65.0' ER 99 PROPOSED CONTOUR USE A 440 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS CHU PRECAST H-10 ` TO BE AASHO H-10 RCH ST 198.41 PROPOSED SPOT EL, RISERS (TYPJ TH1 SEPTIC TANK: 440 GPD (2) = 880 4"scH4o PVC 2'0 4"OSCH4,0 PVC PRECAST RISERS MORTAR ALL H-10 5. PIPE�JOINTS TO BE MADE WATERTIGHT. `.: :• PIPES LEVEL 1ST 2' COMPONENTS -LOCUS rEsr HOLE USE (1) H-10 1500 GAL. SEPTIC TANK �ENDS (TYP.) wv' L 61.17' O' , ' �*70.0 �SIOES 6. CONSTRUCTION DETAILS 0 B IN ACCORDANCE TH P °o°o°o°o°o°o°o°°o 10• t4 :' Po�o�o�a� °° 0 310 CM • � :: 1500 GAL H-10 TEE .: � o 0 0 0 > . ..., .._ .. ... '. .. ... . >000m0000° 62.0 N I T E NCE WITH NE ST 2� SLOPE OF GROUND R 15 000 (TITLE 5.) 66.0 TEE 65.75 ®®®® 0��0 �0�0 ®OD ;aoor000g PRUCE LEACHING: WALKOUT SEPTIC TANK c 0000c000c000uoc 6" MIN. SUMP oogog000 ®��o®®DOD®� oDOoa®®®®DO ;aoo�0000 7. THIS PLAN IS FOR 'PROPOSED WORK ONLY AND NOT TO SIDES: 2 33.5 + 12.83 2 (.74) = 137 GPD sus ELEV. 4 UQ, LEVEL GAS'BAFFLE`:• ° °o°o°o°o°o°o o° 12,E MIN INT. DIM. >00000000 o 0 0 0 0 o o o , o a o0000000 �0�®�❑�®®El� ®®®®®��[]®�® ,000�0000 BE USED FOR LOT LINE STAKING OR ANY OTHERfd POND 1 Q� UTILITY POLE ( ) 65.2'f 0 0 0 ®®�0®®®0�® ®mmmm�m0��� oo0�0000 59.17 PURPOSE. -�,o�, SAND HILL ACME OR EQUAL o 0 0 0 0 0 o N > o 0 0 0 0 0 0 0 BOTTOM 33.5«.x %2.83 (.74) = 318 GPD 0 p , ND FIRE HYDRANT n- ,-F`a 61.44 61 27: ,00000000 � ,p PO o � oo T" 614 S.F. 455 GPD >, 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. �' NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING O O O O O O O O O O O C TOTAL: o 0 0 0 0 0 0 0 0 0 o O 1-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ' o ,, 0 0 0 0 0 0 0 o O c " o„o„o„o„o„o o�o„o�o„o�o, 3/4 -1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED USE (3) 500 GAL .EACHING CHAMBERS (ACME OR EQUAL) �_ 6" CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND WITH 4' STONE A- L` AROUND COMPACTION. (15.221 [21) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' PERMISSION OBTAINED FROM BOARD OF HEALTH. LOCUS MAP NTS �,, ;i, 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING *THE INSTALLER SHALL VERIFY THE 5.17' DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATIONS OF ALL UTILITIES AND ALL LOCATION of ALL UNDERGROUND & OVERHEAD UTILITIES ASSESSORS MAP 176 PARCEL P/0 25 BUILDING SEWER OUTLETS AND PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY # ( 16 SLOPE) ( 5 % SLOPE) ( 1 % SLOPE) LOCUS IS WITHIN FEMA FLOOD ZONE C PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MA 86 LEACHING BOTTOM TH 1 & 3 EL. 54.0' REMOVED 5' BENEATH AND AROUND THE PROPOSED ZONING: RF, RESOURCE PROTECTION OVERLAY DISTRICT APPROVED DATE BOARD OF HEALTH ' FOUNDATION- 25' SEPTIC TANK D' BOX 12' FACILITY NGWE LEACHING FACILITY. MIN. LOT FRONTAGE - 150 FT _ _AREA . 87,120 SF-63.21 _. SETBACKS: FRONT - 30' 64.49 SIDE - 15' �/48.92 i I ���� 6s REAR - 15' 6 .64 REF: PB 596 PG 70 30 57:5765 =6 .06 57:29 Y. I 66 O / / 6b 00 /� I ■6656 x 71.80 6 Y _ / I \ 66 26 8 00 / ' , y 48.93 �/ 158:98 6 67.03 69\ / +59.49 55:87 / =71:44 = 3 �\ / , . 4.08 TEST HOLE LOGS ' /60.30 i �\ / EXIST. / i �6019 i 59:92 x 7 13 \ 65, 0x 67.55 •68:29 = 69, 4 1 / DWELL. ,' ,/ �/ I. ENGINEER: DANIEL E. GONSALVES. SE . = 67:48 • �/1 49 / f f ,!4a as WITNESS: , / 16L4�i61:10 I I DONNA MIORANDI RS � 60.97 L 0 T 1 �- / / C i / 60.7%1 x 6 6 �. .o: o LOT 2 DATE: JAN UARY 23, 2014 = 69 12 L / 0.00 02.77� i x 71 3 = 68J4 VACANT\61:s2 �/ _ 82 r 71:01 PERC. RATE _ < 5 MIN/INCH 0.00 / 61.68 6 0:85 =70: \62.14 •71,76 # N •73.67 •5}22 / 8 0 . oo CLASS I SOILS P# 14267 62.05 = x 68,24 66.27 pc� _ _ \ I (�� 3 3.00 EXI T. WELL / O'\' 6j 7.70 I 71. 9 .68J0 ELEV. ELEV. 3 4 6 1 63.01ITI4 \ 63,02 ``c�i 64s I = 0.98 0.45 .69:10 , o„ v 64.0' 0» 66.0' 0„ 64.0' 0» 65.0' \ 63.00 /Jam\ v / 66 70,95 0:28 A A A A x 6 .35= ;'lab BENCHMARK: USE NAIL SET IN TREE \ POOL / I AT ELEV. 73.25' LS LS LS LS r' =6s.36 f \ 10YR 4/2 10YR 4/2 10YR 3/2 10YR 3/2 AREA OF EXISTING = 6991 = 37 B B B B 63.02 SEPTIC SYSTEM 4 i , \ =65, 7 5' REMOVAL OF UNSUITABLE SOIL REQIUIRED SL SL SL SL ' e. I .I I .`� x 66.48 AROUND PERIMETER OF LEACHING FACtILITY, DOWN TO SUITABLE SOIL LAYER. REPLiACE 10YR 5/6 10YR 5/6 „ 10YR 5/6 10YR 5/6 6 0� I =65 60 WITH CLEAN MED. SAND, TO MEET 48" 60.0 48 62.0 50 59.8 50 60.8' 61.36 = 21 38 , = \ j SPECIFICATIONS OF 310 CMR 15.255(3;) \ 18s46, I • 69:0 �. x 66,82 � C1 C1 C1 C1 TOTAL FRONTAGE ON PARKER ROAD = 150.70' 7 PROP. =66 51 PERC , � ' •65.6 . DUE TO VARIABILITY OF S101LS, MS - MS SILT LOAM SILT LOAM \ _ � =6 2 ' / GARAGE io � ENGINEER SHALL CONFIRM SUITABLE SOILS IN AREA OF LEACHING �2 3 � FACILITY PRIOR TO INSTAL.LATION OF 1 OYR 6/4 10YR 6/4 2.5Y 5/2 2.5Y 5/2 , ANY PORTION OF SEPTIC SYSTEM 96" S6.0 96 58.0 60 59.0 60 60.0 *'67 0° ■68 8 . 7,24 •64,75 C2 \ ( o = 6sa6 I C2 i C2 C2 ` \ \ 0 0.98 \ \ \ I \ P. L 65 0� t PERC 9:28 71, .6 FS FS FS FS \ � 1 = 7 .57 �� W W = x 68 `66 TH 4 a 1 4. 7 w/SOME SILT w/SOME SILT " w/SOME SILT w/SOME SILT • 55• 'I 1 \ -- 88.p4, = CB F x 5 =59.44 \ 1 W a PROP. 4 BR 1 = 62.78 -� 1 S 6 s:8 60: 9 As y DWELLING 32, ' „ 10YR 4/4 10YR 4/4 10YR 4/4 10YR 4/4 , 1 x 6 51 P TF = EL. 73.25' 7:14 1 p4 120 54.0 120 56.0 120 54.0 120 55.0 0 = 57. =59:2 6�� / \ = 70.17 TH 2I 7.J' •60.85 \ O = 86 ��•s9: Q =62.9E 62.42 • 6 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 50:3 8 68:00 3 Q 69. / = 7:3 T J . _ / 1I3 83 \ \ x 55,23 UTIL 66 T b . \ \ POLES 4 66. 3 G o I I 11 ,597 SFt s; =sa-a 5 9 6 l , BOG >- e.12 x EDGE B _=66.46 9 2.56= 9. 8 P-63.10=65.66 SOTEPLAN 56:98 \ : k' \ \�k53:27 UTIL S"55.14 •58: 8 1.6 =66.18 � .,oa = 66 = 48 FOR WELL INSTALLATION . ONLY � 6:22 J ; i S. \ �� •55.60 •66:54 6 = 60.37 6 1q3, OF k` .\ 6 = 64.6 s 0 = 8. 6 65.08 6�j � x 6 29 63.4. F \ \ 59 • 65.E 3 ■64.64 x 551 j63 • 61: 0 LOT 3 PARKER ROAD I WEST BARNSTABLE 99 7 B =62'88 62. •6L31 58:96 x5 .48 61: / � � ■60:3 C C • � PREPARED FOR NOTE: ACCESS OVER ELECTRIC COMPANY ��\ _ 5a:72 ' EA MENT GENERALLY REQUIRES A PERMIT \ ��� s4.o x 61 a T ■60.40 ^ GREGG ANDERSON \. 581 0057 ♦ �0 3 =59 • 57.71 _ FEBRUARY 6, 2014 _ = s6.o1 UTIL POLE x \53 = 3 x 57,36 Scale: 1 30 \ \� 53. 57 2C5 55:06 � "� 6e ■54.78 \�� tis •56.59 DH IN D UTIL POLE \\ SS �� x I �2.78 . 3.0o S4 0 15 30 45 60 75 FEET NOTE: NOT ALL UTIL POLES � =55,76 UTIL POLE SHOWN JJ ` =54,50 � ,�. off 508-362-4541 1 M,q ``1 .fax 508-362-9880 I k5``26 �, 130.66' ������OF �s� I ___ D<a,�,�urnNGf -- 5367 1. D NIE �� - • downcape.com OJA r{, - ```` ••,,,_ 2.83.-- ------ ---- ------ 52.49 v CIVIL in '�/����'�'1N OF/rgs �� Mown cape V1118I U11g, Inc. - DAP%\\ 40c02 � . 0 ci vi engineers 40�t o /a d x vey rs >: � _ �- I G• � 0`'') si e� .��: ,� Sul' O r ,� ;3°�, y 939 M�n�Str'e t ( R�` 6A) ! t` DATE DANIEL A. ,�t�Eo ! .L.S. YARMDUHPRT MA 2675 tJ Rv , J .. 14-017 (AKA 03- 147,0) � �' ANDERSON T5 DWG t , r ---- --- --- � `- - --- ---�it-----��- -�-'- '�---- '. :. _