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HomeMy WebLinkAbout0444 MAIN ST./RTE 6A(W.BARN.) - Health 444 ROUTE 6A WEST BARNSTABLE, MA. A = 133-003 ---j7 I i r_ No. 4210 1/3 BLU ESSELTE F 90% O O 0 0 A r`°" - -� � ,� I� � � I' I� i �� G� i� ,; r 0 Town of Barnstable ►moo Regulator Services " Thomas E Geiler,Director YAM , Public ealth D*MUM ''°��o�u►q'` Thomas McKean,Director 200 Main Street,Hyan=%MA 02601 OfOee.a5Q$-8&2-4544 R : 5Q$-790-6304 JustaUer di`IDesi:oer ert ticaiion JForm' Date: . Sewage Permit# Assessor's MapiParcel /eW— ` t.0 Crk-OAVA�f3 f Designer: Awn 2 Yin lustaUer: Lam;A _�- r Address: it I h i 1 Address: Naq q M d u �IA-t On a thhJ FXLo wbe h.+ h� was issued a permit to install a (date) (installer) septic system at k ,based on a design drawn:by (address) rl t f}.lQPU dated dl (des er) I certify that`the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral recatton of the distribution box and/or septic tank; I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance With State&Local Regulations: Plan revision or certified as-built by designer to follow. • ,� oJ�4lA• (Installer's Signature) " CIVIL �. No.46502 LANAI.�.. . ... . . . .. . esrgner's Signature) _ • (Affix Designers Stamp Here PLEASE RETURN TO BARNSTABLE PUBLIC BEALTH' IDIYISION ., CERTRWATE.: OF COR PLIANCE WML NOT BE ISSUD UNTIL BOTH TIC &YORM AND AS-BUILT CATdD: - RECEIVED BY THE BAItNSTABLE PUBLIC HEALTH DIMON.-THANK YOU: , Q:Irealth/Septic/Dwigner Catification Form 3-26-04.doc DOWN CAPE ENGINEERING,INC. 939 Main Street Yarmouth Port,MA 02675 508-362-4541 slopez@downcape.com March 22 ,2018 Transmittal To: Donna Miorandi-Town of Barnstable Re: 17-111 dePaula-444 Route 6A Enclosed : 1 copy of the Title 5 Site Plan for 444 Route 6A with a revised date of March 21, 2018. Cc: File r 5,0 / 7 PORCH .DAN DIATXG ROOM oZ- BEDROOM r �DX LIVING ROOM PORCH 6 � 3.2 FOYER BEDROOM 1DX q KITCHEN HALF BATH ._,_._.,'. % XS BATHROOM 6p0 ( A5 No. Fee VV BOARD OF HEALTH TOWN OF BARNSTABLE 01ppricatiou ifor Yell Cou5truction permit Application is hereby made for a permit to Construct( Alter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel Owner Address Installer-Driller Address Type of Building t/ Dwelling Other-Type of Building No. of Persons Type of Well 11'( Capacity 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 ACompliance has been issued by the Board of Health. Signed �; Dat Application Approved By (/ / Date Application Disapproved for the following reasons: Date Permit Jw/? 606 Issued Date ----------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed , Altered( ), or Repaired( ) by ,49 AVVSrA, �. at Gl7'7 'I has been installed in accordance with the &visions of the Town of arnstapl BoarI Neth 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 4yy , 0a/ No. [J� DD Fee v i BOARD OF HEALTH TOWN OF BARNSTABLE ,, 01ppYicatiou f or Vern Con.5truction Permit Application is hereby made for a permit to Construct( •, Alter( ), or Repair( ) an individual well at: C/4Location-Address Assessors Map and Parcel — ai f IJ& Owner Address i Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well PMA— 4 Capacity y Purpose of Well 01) 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 of Compliance has been issued by the Board of Health. Signed / "f() Date/4� Application Approved By Date Application Disapproved for the following reasons: Date Permit Nb. t/ �06 Issued �//K Date '�meme ------mesa--°--I ------------------- > BOARD OF HEALTH r TOWN OF BARNSTABL°E Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed , Altered( ), or Repaired( by AP 6XV1 -441-1,1 -staller has been installed in"accordance with the provisions of the Town of Barnstabl `~Boark f a lth Private Well Protection Regulation as described in the application for Well Construction Permit Nof ''�� Dated _. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. f Date Inspector ------------------------------------------------------------------------------------------------ BOARD OF HEALTH TOWN OF BARNSTABLE Veft Cottf�truction Permit No. / Fee Z 57 Permission is hereby granted to AJI N I,(.d& Installer to Construct( ,- Alter( or Repa .ir( an diviidduaJl�/well at- NO. Street ' as shown on the applicat�'on for a Well Construction Permit No. / ated Date Approved By ko A" f t ® Town of Barnstable /53L(o Department of Health,Safety,and Environmental Services Public Health Division Date / 367 Main Street,Hyannis MA 02601 L? HARNEMABt$ MA9a. r n nun"� Date Scheduled_ C�F�-� Time XU Fee Pd. tD. oo Soil Suit bility Assessment for S e Disposal Performed By: fe/t: =��Ot."i , Witnessed By: � :.�:.,. Location Address I fi° Owner's Name U O aYeb W 16 ��bk Address Assessor's Map/Parcel:. 133 A )ngb,cer's Nar-,e l 0 t4*1 NEW CONSTRUCTION REPAIR Telephone# S Us) J L a �cJ Land Use &Vr ,4 P Slopes(%) ""4 Surface Stones gv Distances from: Open Water Body ` Of It Possible Wet Atca/6,0ft Drinking Water Well 1000 f ti p�� ter Drainage Way ti+Crt tt Property Line It Other R SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) LJ to � .� Zen x Parent material(geologic) " Depth to Bedrock Depth to Groundwater: Standing Water in Bole:__A ( L(,,�,���`�,, Weeping from Pit pace � Estimated Seasonal High Groundwater y ;':::,ib:�::>::;s5::::::;:::fs I::;:;1'. : i •' x;i tt ... ,...y`:;•:::..::•• ,::,,',::>',:: ;•+•'t i3 iz ..•':.;.: .,,.....,'.:..........:......:•;•;;i<;:...:..y...:i5::;;:;:f S:;;::•:::;:<•>:.;::. Method Used: .s' :....:::::::::::::::t:::.:::::::::::::::•:::;;:;:•:.::;>:»::>:•;:»::;•:::;:•::•;::s:»s>>::ss>: :>s:>::»: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment g, Index Well#__ __ •Rrading Date: Index Well level.-- Ad.l.factor Adj.Groundwater Level R Observation of Hole# .,.{,�° Time at 9" Depth of Perc Time at 6" Start Pre-soak Time Q l.J Time(9"-6") End Pre-soak Rat Rate Min./Inch I Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back 3 Copy: Applicant • iy :..,.:...........:...::.::.:...:::::.:..:..:..:..:.....;..:::.::,..... i yy ��yy ��yy yyyy� .. Depth from Soil Horizon Soil Texture Soil C010r Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % i v':.::..;.:.:. .....:... i.. '+ .:'r.':AMR' is : Depth from Soil soi:. . Horizon -�•SoiiTexture •SoilColor" Other • - • Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulderes. r -441 •:::::.::::: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.% :<iE i H :LE ; fie Depth from Soil f lorizon $cil Texture P Soil Coliir SDiI Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°°Gravel) Flood insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No X-k Yes Within 100 year flood boundary No Y' Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring per vi is material exist in all areas observed throughout the area proposed for the soil absorption system? ^, .If not,what is the depth of naturally occurring pervious material? Certification 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 required training,expertise and experience described in 310 CMR 15.017. Signature „, ,a Date l TOWN OF BARNSTABLE LOCATION (i ` SEWAGE# VILLAGE G1Y ASSESSOR'S MAP&PARCEL J3 3 - 3 �� qz1 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: a 2 COMPLIANCE PATE: 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 leachipg facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within �9 300 feet of 1 c g facil' Z ( Feet FURNISHED BY - f i =30 A3= t- - BI - L42 .� � e 6A - No. t� f Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4plicAtion for Misposal *pstem Construction 30Erutit Application for a Permit to Construct(J) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Adciress or Lot No. #Y /rr�� r �,��(,�, �Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 33"®�-J v8 �� 363�1 �[ �j Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size J _. } sq.ft. Garbage Grinder( Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures- �f1� Design Flow(min.required) 440 gpd Design flow provided 7�y gpd Plan Date 3 1 1 Number of sheets / Revision Date s 3/ - ZJ 1Y Title tiS Size of Septic Tank Y�f o 6�P� /,rV j (, Type of S.A.S. Description of Soil Sa44(i' .Nature of Repairs or Alterations(Answer when applicable) -ti S-P it1. A(C C;,C d 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. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS. 9 Certificate of Complian _Frc e Zired §e E_ f THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ` ) R ) Upgraded( ) '' Abandoned( )by ��i at fd S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. /dated Installer Designer / -C.0 CL-.. #bedrooms Approved design flow !7q D gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ------ - -- - - - -Q---- - - - ----- ---------- ------------------------ -- _ _ -- _-aaw__=_-_ __ — - _-__--------- _ No. D�D " 023,s Fee G� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS misnpsal *pstem Construction i9ermit Permission is hereby granted to Construct( ) Repair( ) ))Upgrade( ) Abandon( ) System located at yq7 "1 Al 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 r e f f Fee No. / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4 01pplication for Misposal *pstPtn Construction Permit's Application for a Permit to Construct(�/) Repair( ) Upgrade( Abandon( ) ❑Complete System El Individual Components ,.i Location Addressor Lot No. L j1� MQ f N Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address and Tel.No. Designer's Name,Address,and Teel.No. t r 1 GY!i e - 01AC ;I Type of Building• . "• Dwelling -No.of Bedrooms Lot Size S'_ 1 sq.ft. Garbage Grinder rr Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) , -44.U gpd Design flow provided 0 gpd ' Plan Date t -� 3 - �.0 Number of sheets 20{ z Revision Date 71/ - < Title S _ r1' Size of Septic Tank y4 n 6�P_D /3'00 Q L Type of S.A.S. " Description of Soilgiv(�y 1�Tature of Repairs or Alterations(Answer when applicable) p uj i P ��,( u T E-y1[W. > , cz Date last inspected: Agreement: y _� r The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in " ccordance 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. Signed 4 � t , i 'r�. .. ;1 Date ' I / Application Approved by :J ). Date, " ° 1 Application Disapproved by F'i' j i• ; " '� Date r for the following reasons Permit No. Date Issued - --- ------------------ ----- �. -- --- ----- -- ---------------- - % ,X'_ , ,, w'--' THE COMMONWEALTH OF MASSACHUSETTS A• . K w... BARNSTABLE,MASSACHUSETTS= ' Certificate of Compliance � �• €?�������� i00: �- THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( /)I--, Repaired( ) Upgraded( ) Abandoned( )byat 1, IfIfO 5& Alas been constructed in accordance --- with the provisions of Title 5 and the for Disposal System Construction Permit No. -_ dated Installer Designer r r< )r 14 it( A (� � 0..,,• #bedrooms Approved design flow/ 1114 f) `"J gpd ' -- .=The issuance-of this permit-shall'not be construed as a guarantee that the system will fiinction as designed. -•� --.Y._ `Date : Inspector e ------ ---- --------------- ------------------ --------- ----------- -.- - --- ----- ------ -------------------------------- No. , Fee 1�) THE COMMONWEALTH'OF MASSACHUSETTS l PUBLIC HEALTH-DIVISION BARNSTABLE,MASSACHUSETTS } 0topa I *pstrm (Construction Permit Permission is hereby granted to Construct O Repair'( ) Upgrade( ) Abandon( ) System located at �/�!4 '{stf 'e G(e 7 (AQ n 9-/R k- and as described in the above Application for Disposal System Construction Permit. The applicant recognised 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 S ; No. (� Fe v OR � THE COMMONWEALTH OF MASSACHUSETTS tered in computer: P BLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASS USETTS Yes 01pplitatlon for Disposal *pstrm Construction Permit I Application for a Permit to Construct( ) Repair( ) Upgrade(V Abandon( ) ,Complete System ❑Individual Components Location Address or Lot No. qqq DictV 1 S Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: 7 Dwelling No.of Bedrooms Lot Size Ld sq.'ft. Garbage Grinder( ) Other Type of Building <Ma L No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.r quire ) �i gpd Design flow provided SS gpd Plan Date b Number of sheets I Revision Date Title , Size of Septic Tank Type of S.A.S. ("Yet(- Description of Soil f Nature of Repairs or Alterations(Answer when applicable) A le 4p. 3 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 Enviro ental Code an not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea li. /tSigned D DateV 611 V�, - - -, S Application Approved by Date Application Disapproved pyou Date for the following reasons Permit No. Date Issued _ r THE COMMONWEALTH OF MASSACHUU/TTS Enteredincomputer: PUBLIC HEALTH DIVISION - TOWN OF{hBARNSTABLE, MASSACHUSETTS Yes � fitation for is osaf 5" Cor�s�trurt dO�errn�it Application for a Permit to Construct( ) Repair( )'Upgrade(V Abandon( ) X&mplete System ❑Individual Components Location Address or Lot No. `T q Pak!ir, �A Owner's.N jn'e`,'Address,and-Tei No. Assessor's Map/Parcel e bt FA 11 0 A tIUAW Installer's Name,Address,and Tel.No. DesignerIs s Iam,°,�1�A�ddress,and Tel.No i hS 6,70)&q, i614 ( Type of Building: trf ?t Y Dwelling "No.of Bedrooms •'} ,y r i s ft: t`Garba e Grinder Lot Size .>• f w- q, , i g ( ) Other Type of Building No.'of Persons Showers( 's) Cafeteria( ) Other Fixtures t//JJ Design Flow(min.yqu;re[, go gpd Design flow provided y � gpd -. Plan Date Number of sheets Revision Date x, h + ' Pol ismTitle tip. Size of Septic Tank a, �! i Type of S.A.S. /" �!'� C �- Description of Soil 6 C, h4fdiw i F" . f` Nature of Repairs or Alterations(Answer when applicable) � '� (.«`• ,3 1 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. It-Sjgned n Q Date Application Approved by �, J J Date 71 t / Application Disapprove by +' Date .. for the following reasons f� Permit No. '` 1 Date Issued t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Campfiante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed M Repaired( ) Upgraded( ) bandoned( )by L at k7A 14 fP / f)fihas been cony cted' acco;r ea- with the provisions of Title 5 and the � or Disposal�S-ystem Construction Permit N . at d Installer s�/h 011/ }h /4u/�l AS d X�� hw Designer �..�. 7P t #bedrooms (/ Approved-design flo gpd The issuance,of this permit sh no be construed as a guarantee that the system will func to desil ed. Date ,�`" , Inspector --------------------------------- ------------ - ,No. ( 4 "✓ ` Fee /` ' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposaf *pstem Construction permit Permission is hereby granted to Construct(X Repair( ) Upgrade( ) Abandon( ) t System located at �'�+ ��/ �/� �Q ('f ktuh cj� 2� 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:Construct' mus/b2 completed within three years of the date of this permit. Date w Approved by } i CERTIFICATE OF ANALYSIS Barnstable County.Health Laboratory .(M-MA009) - Recipient: Shaun F. Harrington Order No.: G18105024 , All Cape Well Drilling Report Dated: 03/09/2018 P O Box 126 Submitter: Well Driller Brewster, MA 02631 Description: 444 Rte.6A Laboratory ID#: 18105024-01 Matrix: Water-Drinking Water Sample#: Sampled: 03/07/2018 7:00 By: MH i Collection Address: 444 Rte.6A W.Barnstable,MA Received: 03/07/2018 9:40 By: Ellie Sample Location: Turn Around: Standard Roudne_M ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Nitrate as Nitrogen ND mg/L 0,10 10 EPA 300a0 LAP 03/07/2018 9:22 E Iron 4,6 mg/L 0.10 0.3 SM 3111E LAP 03/07/2018 15:36 Manganese 0.12 mg/L 0.025 0.050 SM 3111B LAP. 03/07/2018 9:22 pH 6.9 PH AT 25C NA 6.5-8.5 SM 4500-H-B DCB 03/07/2018 11:25 Sodium 13 mg/L 2.5 20 SM 3111E LAP 03/07/2018 15:36 Total Coliform Absent P/A 0 0 SM 9223 RG 03/07/2018 17:10 j Conductance 140 umohs/cm 2A SM 2510E DCB 03/07/2018 11:25 i i Water sample meets the recommended limits for drinking water of all the above tested parameters. . -- -_ . _ ._....... _... .. . _. _. - - Attached please find the laboratory certified parameter list. Approved By: — (Lab Manager) s I I I 9 ' I i i f t ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3105 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 1 of 1 s 3 CERTIFICATE OF ANALYSIS J, Barnstable County Health Laboratory (M-MA009) I x Recipient: Shaun F.Harrington Order No.: G18105024 All Cape Well Drilling Report Dated: 03/09/2018 P 0 Box 126 Submitter: Well Driller Brewster, MA 02631 Description: 444 Rte.6A Laboratory ID#: 18105024-01 Matrix: Water-Drinking Water Sample#: Sampled: 03/07/2018 7:00 By: MH Collection Addr: 444 Rte.6A W. Barnstable,MA Received: 03/07/2018 9:40 By: Ellie i Sample Location: Turn Around: Standard Analyst: yn Method: EPA 524.2 Dilution: 1 Date Analyzed: 03/08/2018 @ 10:27 EPA 524.2- Volatile Organics by GC/MS I Result MCL MDL Result MCL MDL Parameter ug/L ug/L ug/L Parameter ug/L ug/L ug/L Dichlorodinuoromethane ND 0.50 Chloroethane ND 0.50 Chloromethane ND 0.50 Chloroform ND 80 0.50 Vinyl chloride ' ND 2.0 0.50 cis-1,2-Dichloroethene ND 70 0.50 Bromomethane ND 0.50 cis-1,3-Dichloropropene ND 0.50 1,1,1,2-Tetrachloroethane ND 0.50 Dibromochloromethane ND 0.50 1,1,1-Trichloroethane ND 200 0.50 Dibromomethane ND 0.50 1,1,2,2-Tetrachloroethane ND 0.50 Ethylbenzene ND 700 0.50 1,1,2-Trichloroethane ND 5.0 0.5o Hexachlorobutadiene ND 0.50 1,1-Dichloroethane ND 0.50 Isopropylbenzene ND 0.50 1,1-Dichloroethene ND 7.0 o.so Methylene chloride ND 5.0 0.50 1,1-Dichloropropene ND 0.50 Methyl-tent-butyl ether ND 0.50 1,2,3-Trichlorobenzene ND 0.50 Naphthalene ND 0.50 1,2,3-Trichloropropane ND 0.50- n-Butylbenzene ND 0.50 1,2,4-Trichlorobenzene ND 70 0.50 n-Propylbenzene ND 0.50 1,2,4-Trimethylbenzene ND 0.50 p-Isopropyltoluene ND 0.50 1,2-Dibromo-3-chloropropane ND 0.50 sec-Butyl benzene ND 0.50 1,2-Dibromoethane(EDB) ND 0.50 Styrene ND 100 0.50 1,2-Dichlorobenzene ND- 600 0.50 tert-Butyl benzene ND 0.50 1,2-Dichloroethane ND 5.0 0.50 Tetrachloroethene ND 5.0 0.50 1,2-Dichloropropane ND 0.50 Toluene ND 1000 0.50 1,3,5-Trimethylbenzene ND 0.50 Total xylenes ND 10000 0.50 i 1,3-Dichlorobenzene ND 0.50 trans-1,2-Dichloroethene ND 100 0.50 1,3-Dichloropropane ND 0.50 trans-1,3-Dichloropropene ND 0.50 1,4-Dichlorobenzene ND 5.0 0.50 Trichloroethene ND 5.0 0.50 I 2,2-Dichloropropane ND 0.50 Trichlorofluoromethane ND 0.50 2-Chlorotoluene ND 0.50 Compound %Recovered QC Limits(%) 4-Chlorotoluene ND 0.50 1,2-Dichlorobenzene-d4 125% .70 130 Benzene ND 5.0 0.50 p-Bromofluorobenzene 120% 70 130 Bromobenzene ND 0.50 Bromochloromethane ND 0.50 Bromodichloromethane ND 0.50 Bromoform ND 0.50 i Carbon tetrachloride ND 5.0 0.50 j Chlorobenzene ND 1 100 1 0.50 Attached please find the laboratory certified parameter list. App b Dee�ctoBry. ND= None Detected RL = Reporting Limit MCL= Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page 1 of 1 1 e E J It Li 5 4, n woo , J rPolo rw i q o0 +N m li 04 �° _ Town of Barnstable P#_ Department of Health,Safety,and environmental Services of 2 Public,He' alth Division Date_yole 367 Main Street,Hyannis MA 02601 lED MKt�, u _ "`, VQ Date Sched tiled � Tne /aFeePd. � , v o Soil Suit' bility Assessment for S e Disposal /� k Performed By: G'I v t C \ i�t c r Witnessed By. �a t';%�f:sfs.,s..• .o-:"#:}: �''.,� :•.,, :{- f£•� �'.y..{;F}... ..£:i ....k:';•v•r:. :,;F.•FrY"f+, s;,�. r:+' •r Y•ti .'t{ ' ���:�' >:r}i}£}£r?£'y•;o,st.:ii##iiai;i@•L<Gi}..f.}}}�.r,Y ,is.:"J:i..:. £Ys3f%o•.'::.:,,<;,.0"' �.�{{3: :"'s?.•�('} .�'Y,'}_:�y�' w:•.k{,3rc�£.•:».rs:.. .3s{:.i.�c.',r.•:i,.:. ::�,. �;1,4'.i.:::..' 1�:iii,.�'sY�}�V 'J.,•'.,: t:�:•f•::i�..::,f'�'.:;^,y.+t":£:�Ecti:`::.;<<: .}fY ?.:. � L�:}:f:,c.•,.••:,:.�..x<F•x.+ 4 ,4,}y+:, } nw:ri'� i'^^.i}�•:•iff::t�+:• f J }{f?;:;:`:}lr,:::::'i i}v Location Address Il17`' Owner's Name Address [NEW sessor's Map/Paroel::-,/33..,� - -- Engincer's'1Vame— lJ O W✓l - e . CONSTRUCTION!. RE d. /PAIR Telephone# �'0 ) j L Land Use 7,4—c,it 2 Gr�1-i;,0�/ Slopes(%a) Surface Stones Distances from:• Open Water Body. _ Ci;t R Possible Wet Arca/_GI2R Drinking.Water Well 100o f R Drainage Way i R Property Line, "f 0 R Other R SKETCH:(Street name,dimensions of lot,exact locations of lest holes&perc tests,locate wetlands in proximity to holesy ORC r Q gt Parent material(geologic) Q r � g ) J 1 Depth to Bedrock Depth to Groundwater. Standing Water In Hole: Weeping from Pit Face: Estimated Seasonal High Groundwater, l k S,J Jth N.4J:^{.:i;:fjY, ••w ,•:,. .. , - .Gt JqJ:::,;2ss%fF i (F�.,.+,. ..�:;... ..,+.,..�.. y,(y:�}3Jtiy., J_... �.. ...Y�•••> - r+.. J.,a�:s:.;?t,• :%':?L.✓ a�rN•�If`f.{:�i:•Y. ti�::Wrn..vF.• �br...f�•:. ��w4 •.3.wW�: ,:•: Y n •'..�•{1��.'�� }ij:Y?•�{}• �i+ }1}}?..•iw�;t{ t2,t•.:.,y:.:Y•f:^::.'•",�.•:t•:•`r:.. ::.:t.•.,o,rr>' df:va:::u:4.}:s:U.•T.•x,xC;a'iw',•:�. ::x:C��. Depth Observed standing in obs.hole: in. Depth to soil mottles: in. 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L7y1......�. ��p7 �.a:c?$F::Y,?w�.�t f .r.,..,;. ...�.+. ::t.,:..{.:Y::...:f.::.:r...:.Y.:..r..,,f...<:.t'r.:.^.GY..:�.:::.::rr:,:i:SSn:.•::.?•:.•:.:•..c�' ti� :b +..J.Fe x{et?::";•`+:%:'+,r',�','•r+::; C'y: {;.:.c•.}::...,.:`.r1�,R'�.: x:...:,::::5?;�?: _ .t'Y' :<. :s:W.�•£sY:tJ•sr" t£'S't �'•Yr•,•::SiR�:7+:�:•^"-�.^—•c•,:s:3'r.'Jr:�K',�:.^_;,':': Observation vJ Hole g Time at 9" Depth of Pere Time at 6" Start Pre-soak Time® Time(9"-6'). End Pre=soak Rate Min./Inch Site Suitability Assessment: Site Passed SitoRiledi. . Additional'Testing Needed(Y" l-Al Original;:,PublicHealilfbivision Observation Hole Data.To Be Completed on Back-� Copy: Applicant ,K:•}r:4%YY kK.a`3' :ay. .$�,: .f.. 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(USDA) (Munsell) Mottling (S7ntcture,Stones,Boulderes. 0 �','+�� F l <t :•r..,.,r.•;oAi+,tir:.:o:tt#.,'>,.£#;'•y',i: a. :sha< ,::�'•}'.!!(fY n!";.fs;d� �. ..,A,. •.:K.M •J,£•[r• F:. �r. �•�-•(� pry. �•`�. #sra :.�.. .,k�. ..k ';:#:.i:� P`C��#���Y 'TI�r, :.: �:....:. :•.Y.rr.�•"tti a'^�:.Y: ...<Y:. aa'' .Y.. ��;,:H:C�I;;G�,�. :'; ..: f� ola�#��: ,:$f::$+•:.}:;.,:;:<. .. i}kS:jF�!kriv'f?i}rc:};r,..F!.} .. ,•'F•.�:• ..L,r:. .m ..: ;.,. ...R::.w m•}:ti:YY;!,:.t:::Y:• YA�. .J.n,•tL. }.. ..J,..r,.:::•f•..:;Y,t•:k?;.,:., ..J r.$.' ,.:.:!oY,Y:•x7.is$Y,.}.: ... i•X;;•..:.r 'FJf.Sa:!:'. ....:..... . .. •✓,.+• i.,i ..... , ...:ri%4}r} is , •.V •:::vt}YX$?:Gc9: f'�1W�Mi�ti.•'.t:iL,•: •R v#!,•.0.ar.: E:$ Depth from Soil Horizon Soil Texture Soil Color Soll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o Gravell 14 ,, F: ;;r,...•rr•':a+:`}•:tts$'.:,nkc... ..,<;Fy..Y}rc:Y,••k:t;cckku,:,k>:'i�;•}•k::::,: :sf,$•�rs ,:,...ss :;fi• �,a•Y....};:�:ist:a;rcx:' 1•,,����cc••��jj�� ..,µµtto� N�•£.• i{• s ..#a Esi.+:'•r•rir `'•t:i.,<•§;E:$'! an:.,, .,.•ii.i✓,,+r.:.�;.r,.:::n,,:f x:� J.41,4:''�..':;�5+. ..���.`'� ^ ��" ^�;�� ��.{.,•;'f:?33':a.sY} :$! S3:at ;r,.�:Y:.e:+:..:.?,i�aY:.$i.:;:,.k:.:•a,:),.a,.e•:Sc•e.. a+.,•9.;t:rc Ja•s✓:. ..:�:,:•:,:Y..�r.y!'��.. .,,:.. .:.��•.•'�}:,4�;r!:i!�iJk.,.�:ti7.Ya::.;:,.£..F.�:, :1:Q,4#:!T:.#,,.. s:.2,.,.:: ::F.:,•::rr,r•:•r«Y?,r;r:•:.i.�.�F✓�,.r.:{„,,.�..,•.��,',$:i•:C•n,::......,....,•,....J..rri:.✓..LL.¢n:..^�:!•i..i:i:a:S•k J.,S,• x:.. n�nn..... i� +r.,,•:.,,Y::.:•.:.}.}r..:.a,,.;;;t,J ,.,r,•,w.vr:•»:.,,fy.�s.,,:rie'h.................. >;EE•r:a.:f:Y»}Y :xt?•;,:.o-:' Dcpllt from Soil Horizon Soil Texture Soil Color sett Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. O t C % §,t$rwrr,}'%'.r;§!<c`Ss$Yf•i Y:•r:: ..x.;:.s:ia'::i:, :Orr:r••.'•i,. ,•srr. k>•, ,.$<yrr,•.•. :S'f•:!•sk,::x:rr:., r,:•".a.::v:.o:... r;n:rrq::,:.rc;r:rr„trc,.,:.ar:..:.N::o•:r:.ryi:,rr.,c:rci:., ..,X.y}rr::p:,+,s•c�`: 'v<}:,.i;2•.;r: r,.qa:+r'+ik•, v•'i�;.<•.,;a�?a^:a•ic•`.?rr�{<k .vY .. :S,<;rrr/Ci,.'$s.. ;:s,.,,.i. ,..E: 'fi� .:k:' >}� },:. •,rJ.:!s£ s•.,:rk.: ri•E'r,r•.,.Y:i£.•:^?di$:::o�;.c•%:°+$v}Yri!�;:;s v3.•.. £•F,: :!��kJ,:4:7�f:;s:.,.r�,va r:. �•��•(•isj�.��rsF,tck!.:1:£��:i;'.:�:xkS•.r}}r:':c:'<a:><'.�o-i .h:�nYYx:a:,=.nr.};yY:$r::$^s;:!tc$9r}s::ry,}?x c>,o:;:•n:coa:J,}}:fitd,•kl.•;ra:•Y}:}.;;;.!'::d•!tr:a••::.rrv!ui!«..........—:.'e'Un�>ts:`,�$::!tgk!?L:`:;c;;:s.: Depth from Soil I•lorG Soil Texture Soil Color Soil Other Surface(n.) (t)SDA) (Munsell) Mottling (Structure,Stones,Boulderes. Comistenev.%Gravel) Flood insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No `Z Yes Within 100 year flood boundary No d Yes Depth of Naturally Occurrin.g Pervious Material Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? .If not,what is the depth of naturally occurring pervious material? Certification 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 required training,expertise and experience described in 310 CMR 15.017, Signature ( � ,✓,�� Date `> IaN FLOW \ MINIMUM .F0 f UY I,UVCK UVLK r'KGLAJ I NOTE: 2" MIN. WALL PRECAST H-10 THICKNESS REQUIRED RISERS (TYP.) 4"oSCH40 P 'D (2) = 880 20 PIPES LEVEL I .• ; 6" MIN. SUMP 12" MIN. INT. DIM. 'TIC TANK • 0. *24.37 23.47' TEE 1500 GAL H-10 T E a' 23.22' SEPTIC TANK °°°°°°°°°°° WATERTEST 3) 2 (.74) = 137 GPD a' LIQ. LEVEL �O- °°°O°O°O°' FOR LEVEL ACME OR EQUAL GAS BAFFLE :.' o o. 19.67' 19.50' ?.83 (.74) = 318 GPD mo °°°° o o ° °° °° ° ° °; °°° °° °°°o °° ^° ° °°°O°O / -1615 S.F. 455 GPD ALL AR( ACHING CHAMBERS (ACME OR EQUAL) *THE INSTALLER SHALL VERIFY THE LOCATIONS 6" CRUSHED STONE OR MECHANICAL OVERALL° OF ALL UTILITIES AND ALL BUILDING SEWER COMPACTION. (15.221 [2]) " ROUND OUTLETS AND ELEVATIONS PRIOR TO INSTALLING { ANY PORTION OF SEPTIC SYSTEM ( 6 % SLOPE) ( 4 % SLOPE) MA 15' SEPTIC TANK 89' D' BOX DATE BOARD OF HEALTHj. FOUNDATION— gM, 70 t EEK ' #2 3 _ SS E COAST BANK) ° 12 O E >3 EL 13 .•��� W�� N FLOODZO E 4 CJ 00 BENCHMARK: ,t CONC. PAD z 1a l EL. 22.6' r' C SSPOOL «J 20 (S NOTE 2•) OFF C► PROPOSED WELL00 SS 'I� 21 0• 0 NER $ � 2 - i P � PORCH o. �• EDIRVIEG ^ , ''�XISTING 3 w _ ` DWELLING w 1� GRASS TOF=29.0 AL o D 100' OFF CO A 0 �-'0 �� 9 23 w� m o s 1g 0 �z t � W 20 / 00, -1 `.. .01.00 rT1 I v ADJUST PLUMBING L BASK 0 AS NEC. TO EXIT 0-, EXISTING O THIS AREA AT pRIVE N m G SS ELEV. SHOWN IN / q PRO 30 200 RNER -� �.i UP VERHEA WIRE � � . T 1 TH2 GRAS i' 0 N N r IL L N" Ate GE J 'ILL ' G LLARCH DESIGN N STU !O PO 30> 141Lct!a� �a� s �� � � � INTERIOR Caest �crtfa� �a s DRAWING s�r� o S.WALL LEGEND PLYMOUTW,MA 02362 1308341 '1 TOR SHALL PROTECT ALLMATERIALS AND GONl�AGTOR SHALL PROTECT ALL MATERIALS AND CONSTR UCTION FROM DA MAGE. CONTRAG t 1 TO At L t1"t AND H0,4RD PROfi LE6 A^�'t�ERFh14S4.4 S4-{At.L fi't�,TC.1.4 �_,_.._ _.____:._.___.__.�:._. ... STR�4GTtOA6 PRdM L'3,aMAGE tl,M4C4-4 S"S�4Y aGCtIR C.ON'CR�+G R S4�ALL M G1-4 ALL'i'R �E .PLASTER I A 1 WI MAt ION DEMOLITION, EXISTING UNLESS GALLED OUT. DOORS-TOM MATCH X STING UNLESS NOTED. ND01J� t0 GH "t Gt E E GONE R�.J r; ,FROt'i , G L E AN ANDETG,'AND SHALL EA/E THE PREMISES EXISTING UNLESS GALLED OUT: PAINT FINISHED FLOORING O ING 7$D BYOWNER, F. JISWED AND T.O..NAl HE GWtELEv. IN INDIC ATOR INSTALLER ELEV. 140 QiN AN ORDERLY MANNER INSTALLED BYTH: G C.S LICE X EXIStING WOOD STUD WALL GG t0 /ER IFYAND PDYDE ALL TRIIGTURALsuPPORt ra X X MAINTAIN EXISTING INTEGRITY URINC ALL SU5 CONTRACTORS TO LICENSED INSURED. , 4� f DETA IL ?EFE?ENG SANDAF1ERGON TRUC E"O ItIND CONTRACTOR TO COORDINATE ALL ELECTRICAL OUTLET LOCATIONS WITH OWNERS, f ,:X , - II EL ECTRICAL OUTLET t LOCATIONS. IDNS. LARGE SECTION CUT T G.C..TO ALL I ` C .G TO COORDINATE LOG ATtON OF DIFFUSER S. CONTRACTOR TO COORDINATEALL BASE ARD/ UCT PENETRATIONON LO CATIONS IONS WITH OWNERS. PROPasE WOOD S7U WALL GC. COORDINAT: ALLI INTERIOR AND EXTE iOR LIGHTING, - , 7 t I tNCs ELECTRICAL U • TING HOOKUP. CON RAG OR RESPON$t3L1r FOR ALL PLUMB AND E1.E R dL AN ER VEN AND P RE t?O E D INA WASHER DRY I ; G.C. '�ra COORDINATE CONTRACTOR TO COORDINATE ALL EXTERIOR ANTERIOR:LIGHTING SELFcTloNs AND LOCATIONS UItHOWNERs � _ f XX X t1J,4 4 LL TYPE DESIGN A rON GN ? v ELE A T10N DESIGNATION i 1` ,'`yj1} ZONEIN FO , � a � D f CONTRACTOR SHALL COMPLY Y WITH ALL 110MPH WIND ZONE REG ULATIONS. ,t SEE 180GhR53�12.L1 MASSAGWUSEt7SGWBGKLISTFOR COMPLIA NCE. GE DOOR ESIGNATIOh4CEfLINC HEIGHT NOtE ,f 0 ` CONNECTIONS,FOUNDATION, 1 F MG E P C TO Y W tW REQUIRED RAM , ! G COMPL RE ir `ANCHORING,FRAMING, ROOF, NA ILNs �R THE il®MPH WIN D ZON E, f t } f A : w , S NEW SMOKE DETECTOR7 CMD 8 , y , I , , , ; , t } , : t 4 f fly^and ; s , a t i 1 f .. ; t r . i i 7 t - t 1 tt In LL EAVE ; I 1 E A�EAYE SPACE ISAYE SPACE I1sPA C E { ,. I r 1 1 I 1 LINE OF fL t 1N GE INCx \\L IL b>�LvES 1� � ,. 1 AWILE ABOVE 1 CL0 p 5T „ i r L(NE OF CE IL r 14" -S LE Af30vE ` _ I 1 ; �J��+ � ;. CC BEDROOM ' _1 MASTER ER BEDROOM t _ 8 O � r� s p O x , t NU S 1' t R �R a�] OM , DR S IDM BARN _ ,_. .:• L , DGX?R 1 I ell ILL . . ALL : LAUNDRY ; t E i _ LINE OF CE, , LIFE OF GE LABOVE 1 1 4wJLEA130VE I t AT D NI' i r. s - BATH DETECTOR c 21 it 0 t ti Ii } t . I I E { 0 c.> ; I ` EArE 5'A CE opN L vE SPACE OPEN >� -1 1 a m 1D _ (4) z :. .. IRS-- ! d LLI ". y I ^g 12 :.. I ` a O .„ O as NFLOOR 2� _ � D t k Fj/ _ 2 � D 2/� � �' D L x 1'"fa �' O 'D _ 2 D _ LL a. SYSTEM DESIGN: LEGEND GARBAGE DISPOSER IS NOT ALLOWED SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 99- EXISTING CONTOUR PROVIDE MIN. 20" DWM. WATERTIGHT 1. DATUM IS NAVD 88 EXISTING 4 BEDROOM DWELLING ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE X 99. EXIST. SPOT ELEV. DESIGN FLOW: 4 BEDROOMS © 110 GPD = 440 GPD \ TOP FOUND. EL. 29.0 FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS NOT AVAILABLE -[99]- PROPOSED CONTOUR USE A 440 GPD DESIGN FLOW 26•0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM F22-5�Ij 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. y NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 9h st [98.41 PROPOSED SPOT EL. PRECAST H-10 THICKNESS REQUIRED BLOCKS OR TO BE AASHO H-1,0 RISERS (TYP.) PRECAST RISERS TH1 SEPTIC TANK: 440 GPD 2 = 880 z'� 4"OSCH40 PVC o ( ) MORTAR ALL H-10 �o TEST HOLE ' 6" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS , 5. PIPE JOINTS TO BE MADE WATERTIGHT. o Y 12" MIN. INT. DIM. ENDS (TYP.) INV S EL. 18.70 4° , YYY USE A 1500 GAL. SEPTIC TANK SIDES 19.53 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH...\ eoa*23.1 ' 10" 14" y P0000 000= ° ° °° ° 310 CMR 15.000 (TITLE 5.) 2% SLOPE OF GROUND 1500 GAL H-10 , � oo � 000 � o000 0000 0 0 0 LEACHING: 22.05 TEE TEE 21 80 �oo� mm= o000 -000� o' o ° SEPTIC TANK >°o°o°o°o _ ��0 °°Oo°o°o °°°°°°°°°°° WATERTGST D'BOX ca >°°° °°° °°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Locus UTILITY POLE SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD 4' uo. LEVEL �o°°°°°°°°°° °°°°°°°° O�� O��DOO�O��O >°'°°°°°°° ACME OR EQUAL GAS BAFFLE ::, o�o�o o0o_• FOR LEVELNESS CV >o°o°;°o° o O O O O O O °o°o°o° OD�O�����0� '°o°o°o°o BE USED FOR LOT LINE STAKING OR ANY OTHER �-�pp FIRE HYDRANT BOTTOM 33.5 x 12.83 (.74) = 318 GPD 18.97 18.80 >°o°o°o°o °o°o°0 16.70 PURPOSE. y4y L NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING "o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. o� TOTAL: 615 S.F. 455 GPD ° ° ° o ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° a �• °o°o°o°°°_n°n'n.n°n°o°o°o°o°��n���n�n�n°o°o° H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. o a '' 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. LEACHING CHAMBERS ACME OR EQUAL ALL 4RODIM PRECAST STRUCTURES eQ ( ) ( ) *THE INSTALLER SHALL VERIFY THE LOCATIONS 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND 5re Mill WITH 4' STONE ALL AROUND OF ALL UTILITIES AND ALL BUILDING SEWER COMPACTION. (15.221 [21) On PERMISSION OBTAINED FROM BOARD OF HEALTH. on OUTLETS AND ELEVATIONS PRIOR TO INSTALLING CD ANY PORTION OF SEPTIC SYSTEM 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 9.8' BOTTOM TH-1 PRIOR TO COMMENCEMENT OF WORK. 2( % SLOPE MIN.) ( 4 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND 1 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'f MA LEACHING REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 133 PARCEL 3 APPROVED DATE BOARD OF HEALTH FOUNDATION- 40' SEPTIC TANK 65' D' BOX 12' FACILITY LEACHING FACILITY.12. LOCATION OF 'EXISTING LEACHING AREA IS APPROXIMATE; LOCUS IS WITHIN FEMA FLOOD ZONE XAREA OF MINIMAL FLOOD HAZARD AND EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ZONE AE (100 YEAR FLOOD ZONE EL. 13) 13. COASTAL BANK DELINEATED USING DWW POLICY 92-1 AS SHOWN ON COMMUNITY PANEL (FIGURE 3 - COASTAL BANK IS THE 100 YEAR FLOOD ELEVATION) #25001 C0534J DATED 7/16/2014 or NO TOWN C. BANK, AS CREEK IN AREA OF DWELLING IS NOT TIDAL BASED ON VEGETATION EEK � MATH J/, J/_ �I J"/ 72 - ST E ZONING SUMMARY EL. 13 W FLODDZO E E �3 �� TEST HOLE LOGS GIE�DE�P � ZONING DISTRICT: RF RESIDENTIAL DISTRICT MIN. LOT SIZE 87,120 S.F.* ENGINEER: CRAIG J. FERRARI, SE #13871 rn 0 �___ MIN. LOT FRONTAGE 150' WITNESS: DON DESMARAIS, RS 00 O I< z6 _._�- - �------ MIN. FRONT SETBACK 30' DATE: 5 22/17 / Do 17 . F- - - - �^ MIN. SIDE SETBACK 15 #6 BENCHMARK: W PERC. RATE _ < 2 MIN/INCH CONC. PAD Z �a MAX. BUILDNGH EIGHT 30' I 15346 7 �.•• EL. 22.6 CLASS SOILS P# m �g � \�\ *RESOURCE PROTECTION OVERLAY DISTRICT C SSPOOL \ �.� 0 �120"(S NOTE 2.) _ � � ELEV. C v (_.' �'�F� c EXISTING _.�/ Q n ELEV. _ _ / 6 p 20.8 p 21.9 _ WELL f- A _ � A i �� 25 �'J� LS LS 3 OWNER OF RECORD 10YR 3/2 10YR 4/2 ss m i _.������ 24" 12" 21 0' o F IVER �/a ALICK DEPAULA 176 COURT PLYMOUTH, MA STREET02360 LS LS B B o i PORCH 50" 10YR 5/6 16.6' 10YR 5/6 C O 0 oo. 4F� 0 �... �� EXISTING _ _ �1 z '- 33 Q_ _ _ _ _ _ _ REFERENCES C C DRIVE EXISTING _ U PERC GRASS ` �'' D DWELLING _ _ A 7 DEED BOOK 22102 PAGE 4 _ c'o co TOF=29.0 _ 100• OFF CO TAL o I MS \ MS FF 23 m o J 19 1 i `�`'o \ (' 1 OYR 7/4 1 OYR 7/4 0 ' 0 2O _ LOT AREA: 5.1 f ACRES c / UPLAND C AREA: 4.2f A RES 132"..i" � 9.8' 12 0" 11.9' � NO GROUNDWATER ENCOUNTERED rn o 1�1 / NK_ ADJUST PLUMBING IL\ OFF C0� BAD TING �� AS NEC. TO EXIT TIC / 00' EXIS THIS AREA AT N G S ET ./ l pRNE o ELEV. SHOWN IN / �pG v S )PROFILE _,00) TITLE 5 SITE PLAN z 30 / f N / C ' V •.• "C 200' -RIVER �� OF U P ,� �.� 1 WIR_ � =ERNE _ 444 ROUTE 6A / WEST BARNSTABLE, MA UP TH 1 IRAs O N N - / PREPARED FOR ALICK dePAULA DATE: JANUARY 31 , 2018 d _ DATE: MARCH 21 , 2018 NOTE: VAR( LE DEPTH B" o LAYER THIS REA. INS T LLER ° cn Scale: 1 = 20' SHALL CON RM SUITA E SOIL (MS) AT TIME OF \ v _H / INSTALLATI N. CONTAC O / .01 p f ENGINEER F OTHER T N � SUITABLE SOILS c \ 0 10 20 30 40 50 FEET n SNASCOUNo RED IN A OF �� Z �_ / OF ,.• IF R QUIRED: 5' a EM IVA OF UN UITABLE S REQUI D A % 4�HOFMgSS �(NOFMASS9 off 508-362-4541 r �`� qc c fax 508-362-9880 DANIELA. PERIMETER OF LEACH( L T r ti o`' DANlEL tiG PL E (TABLE I S ND / EPLACE ,S I Ck S D T fm A. �� dowmcOpe.com E PECIFI ON F 310 CM Jo " CIVIL OJALA `f' " OVERGROWN ` 5.255(3) / \ No.46502 No.40960 down cape engineefing idc. °°F �,ST � `�`�CRANBERRY BOG CS51 � civil engineers /DNA( �\a !y U SUR � � `� land surveyors • _ L ( 299.46' / 258.69' 1 939 Main Street ( Rte 6A) 7 L 7 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # 17- 1 > 7-111 DEP ULA.DWG t