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HomeMy WebLinkAbout1190 MAIN ST./RTE 6A(W.BARN.) - Health _ i 1190 Main Street West Barnstable A= 178-015-001 Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports Well Driller Please specify work performed: Address at well location: New Well Street Number: Street Name: 1190 MAIN STREET Please specify well type: Building Lot#: Assessor's Map#: Irrigation 178 Assessor's Lot#: ZIP Code: Number Of Wells: 15 02668 CitylTown: Well Location BARNSTABLE In public right-of-way: GPS C"Yes r No North: West: 41.70599 70.36432 Subdivision/Property/Description: Mailing Address: y click here if same as well location address Property Owner: Street Number: Street Name: ERIC DREW 1190 MAIN STREET City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02668 Board of health permit obtained: G`Yes CC Not Required Permit Number: Date Issued: W2020023 i08/05/2020 Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock lAuger -Choose Bedrock -- WELL LOG OVERBURDEN LITHOLOGY Drop in drill j Extra fast or slow Loss or addition i From(ft) To(ft) Code Color Comment stem drill rate of fluid I (0 20 �Cla Light Gra y Fast("Slow l,_........_....._..� 1 Y g y , Loss Addition YES NO :��..... i 20 35 Clay Lights Light Gr i �, d Fast f"Slow r - I YES NO I Loss Addition i 35 40 Silty Sandi:Bro�� i�Fast(�Slow J YES NO Loss Addition Ii _...._...._..._.. wz. f j :.... ................................_........._ t r i 40 50 Medium Sand Brown y1 t Fast t Slow ^-----� YES NO ! Loss Addition r— — ........._._......__.._......._.............. _...._._......_._.. ...... .........:i _.- ...__..a: 52 Medium Sand ! i j Light Gray I j C Fast C Slow YES NO .. Loss Addition _ L ] ,_..._.............................__....._. ................................ ....il WELL LOG BEDROCK LITHOLOGY ,........_...._......___ ..................._......_...................._...._......................_............................__............._... Drop in I Extra fast or Loss or j Visible Rust Extra From(ft) To(ft) Code Comment i addition of Large i drill stem I slow drill rate fluid I Staining Chips I P I lhoose C�ommd� mm f t e , f r i YE r C Loss ADDITIONAL WELL INFORMATION Developed f Yes { No Disinfected t -Yes r No Total Well Depth 52 Depth to Bedrock Surface Seal Type K.ne -- racture Enhancement i "Yes t No CASING It Is Casing above ground.] .....................................___.__........_._..........._..._._._.._.._ a......_........_..._.._.._...._...__........_.._.. .._.__......_.........._.. _._..._....:...._......._..........._..................._.........................._............._...._........_........_..................., From To Type Thickness Diameter Driveshoe Polyvinyl Chloride ;Schedule 40 JI f4_..-...-^ Yes SCREEN i No Screen _..._.._...__......___.__......___._,.......------ _......_._...._-_-...____.._..._..............._....._........................_............_...._............__.............................._........_....... ..__.__..._.... From To I Type Slot Size Diameter 48 ; 52 Stainless Steel Well Pcint �' i0.012 i 4 _..._. ....._..._.....__....._.. I__.._._..___...._._.___._.... - --._..._-___...._.._..........._............._.._._...__...._.........._.............................. ............. _......................................_ WATER-BEARING ZONES 1v DRY WELL; . . .... .... ............ _......_..._._.____._ ____.._.._...._..__-_._._ From To Yield(gpm) .. ............ 52........._...--' 12......._....__.._ PERMANENT PUMP(IF AVAILABLE) i Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) 2 re Constant Speed I Pump Description I Wi_____� _ J Horsepower Submersible 1 Pump Intake Depth(ft) 47 Nominal Pump Capacity(gpm) 25 ANNULAR SEAL/FILTER PACK f From To Material 1 Weight Material 2 Weight Water Batches Method Of ___________--___—___ (gal) (count) Placement lace Choose Material . _..__. Choose Choose One Material WELL TEST DATA Time Pumped Pumping Level(ft Time To Recover Recovery(ft I i Date Method Yield(gpm) I (HH:MM) BGS) (HH:MM) BGS) 09/11/2020 1 Constant Rate Pump 12 01:30 €15 f}OO:Or t ! _..........__.___..........._._.._.._.._........._.__............... _._...................___.__.�...._.._....—._........ 1...____.........__.._._....... ..._......._..........._...._.._..... __.� WATER LEVEL Date Measured Static Depth BGS(ft) Flowing Rate(gpm) COMMENTS 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. WILLIAM Supervising Driller DESMOND, DrillerURQUHART Registration# 299 Monitoring(M] Signature THOMAS,E DESMOND WELL Firm DRILLING,INC. Rig Permit# 0551 Date Job Complete 111/04%2020 ii NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. NVVIROTECH LABOgATORIES, ' MA CEAT NO.:AT-MA:063 8,tart SeGastian Drive:bdif 12 Satidwieh;AM 02563 rS118j8.8dt 6460 1 00O 339-rf440 F X(508)888-64416 ClientlVanie: Dem16nd Well Drilling Lvcttl�otr; address; PO Box 2783 11'90-Rt 6A Orleans, MA W Barnstable;MA 02653 Lab XuMher r DW-203358 Colle:tt d,By: DWD Date Rene verl c: 09/11/20 SaIltiple Type: 1Ne11 Well Specs ;. Irrigation 5078. '�' r,�,d ��`Cn�ffarr�Sr�rtwE MIN, r r AM r iofEf 11'Cted .: Tlt� [l C Ct �� � . „�'r ;oil '' Ell, w, Arnrll rle Rerlrrestcrl lrrtats ended kffidfs A,;Otlsr4 Result Net/.irrli Drtt�Ana/y ed Analyzed...lti Total Coliform CFU/100mL 0 0 SM9222B 09/11/2020 RL @ 16:00 _. p pH units 6 5-8 5 6.76 SM 4500-H-B 09/1.1/20,20 SO $peclfic Conductances : SD. EPA 1 09/11/21 0 _ _ Nitrite-N mg/L 1.00 <0.006 EPA:300.0 09/11/2020 LL -- Nitrate-N mg/L 10.0 0.31 EPA 300 0. 09/11/2020 LL Sodium mg/L. 200o . EPA200.709/13l200 KB Total Iron mg/L 0.3 . 02 20 Manganese mg/L 0.95 0.236 EPA 200 7 09/13/2020 K13 Ct)r1 ilY1G'l'tt5: Sodium level is not a health hazard.. Iron level is not a health hazard. Over a lifetime,.the EPA recommends that people drink water with manganese Levels less:than 0.3 mg/L and over the: short term; EPA recommends:that people limit their consumption of water with levels over 1.0 mg/L All samples,were analyzed Within.the esta.t'lished guidelines:of US EPA approved methods.with all requirements met, unless otherwise noted at the end of.a given sample's analytical results. We certify that the following results are true and.accurate to the bestof our knowledge. Water meets.EPA standards and is suitable:for dr►nking for parameters tested. Date 9/16/2020 __ _.._. R o.n0 J:Slcar % Ltrlirrrtrtei..f=1)trcc(�r: BRL=&1oim li'eRnj tcrhle l jrws *See,Attached :Page 1 of 1 uCeN?fiu 1io.n is not aw ilelble fa•llrrs.rnra1ye fgr1;rrztah1e welfer saurRle.g.. No. Fee 45 BOARD OF HEALTH TOWN OF BARNSTABLE 2pprication jor Vern Cou5tructiou permit Application is hereby made for a permit to Construct X), Alter( ), or Repair( ) an individual well at: I 1 qo 15 Location-Address Assessors Map and Parcel 17c e 11°1b �;tr S�- 1N nsi l� Am oZ66�, Owner Address SMoYA �NQt,\ b$A !A Ohl, P 0.4)os 21$3 . rM 0z653 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well L Capacity_ Purpose of Well V,*AfpY' Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certi ate,of Compliance has been issued by the Board of Health. Signed r� L2B I zqzz Date Application Approved By _ S,—w Date Application Disapproved for the following reasons: Date Permit No. 1/v �` Issued Date ----------------------------------------------ti BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed N), Altered( ), or Repaired( ) by Installer at 1�Ci �o.�� W �C n*6J4— has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Prote tion Regulation as described in the application for Well Construction Permit No. t./ Dated f,5 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector .ar, No. � v Fee BOARD OF HEALTH TOWN OF BARNSTABLE ZlppYication -for Yell Con! truction Permit Application is hereby made for a permit to Construct ), Alter( ), or Repair( ) an individual well at: ( 1�o N10,\11SV, Wj-&C"ihAOU- ` Location-Address Assessors Map and Parcel ciC �C2�J 11`1UA�r .$�- , I•�Jo..r,ns&�.1i.,L UZ66c - Owner Address t1�1[A �1v\L F,0,'60, 2--2 3 O(l Y\S 1'YlA 02-0-- Installer-Driller J ' Address Type of Building Dwelling 5 Other-Type of Building No. of Persons Type of Well"C S L'� ��C. Capacity 3 Purpose of Well Air( 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 12b I ZOLO � Date Application Approved By r J Date II Application Disapproved for the following reasons: I 1 1 Date r Permit No. 0 _ d Issued }C) Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed N), Altered( ), or Repaired( ) by �+ r Installer at �C\� �o.\n . l± � VV .6(nS�-q-� has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. 1,,{�a)v' 2�j Dated 5Vto ` THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE {� Vern Construction Permit No. y� dodo 0)-3 Fee q Permission is hereby granted tot .(Y n OY)X Installer to Construct(YJ, Alter( ), or Repair( ) an individual well at: No. �n r,�12, W •Bo,( nS Street as shown on the application for a Well Construction Permit No. W 9LU�O 023 Date. ri Date a Approved By V 0 0 REMOVE _ A-15 / 0. EXISTING It ��aG/ SHED S / 11 •0. �� ,�� MOVE WORK LIMIT X wp�t�"K uM�f LINE TO AREA 1 SHOWN AFTER SHED REMOVAL PLANT 650 SF OF / 62 NATIVE VEGETATION IN sp pFF 'do HATCHED AREA SHOWN*. EXIST t S / � P ROpO � C �•p 5, REMOVAL OF UNSUITAB AROUND PERIMETER OF Ll ' 30' '4RN / DOWN TO SUITABLE SOIL I o `' ;z •� 40' lr' / WITH CLEAN MED. SAND SPECIFICATIONS OF 310 Cl / A-17 YX TBI .1 .t , ..t.' mot.'' ..',.1 .? �;' +.yl. 1�''•:•f V . PROP. D (TRIP) 1 9 O 1 I I rn v 1 Irz Cy '2 Al W TRANSEPT (TYPO ! / 9� +�eMFNT 69S l� 0 / l ►ry�f 1 A-15L 9 \ / PROPOSED THREE BEDROOM / Os HOUSE ry�4o o / Ali ;TONE tA-14 �00 Ia -No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE ZippItcattou ,for Yell Cou.5tructiou permit Application is hereby made for a permit to Construct Alter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel x g2u r 1 t g o mQ;n C� ,W W%07-�b8 Owner Address sm \\ I�r� `-�-� x 2183, ®rurs 1% aZb53 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well A„ SQ%\4o INC, Capacity Purpose of Well �S�h�Li.r1A �N -tr 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 Certi cate of Compliance has been issued by the Board of Health. Signed 101�113 Date Application Approved By Date Application Disapproved for the following reasons: I , J (� U Date Permit No. �" , Issued -r 13 Date ----------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(�Altered( ), or Repaired( ) by M09b Cy j�-LL -D arc-c-u1Y6 �r/l Installer at L a �_O C; �- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated ic,-N-13 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. V" Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pplicatiou jor Yell Cougtructiou Permit Application is hereby made for a permit to Construct(✓), Alter( ), or Repair( an individual w(•ell at: `(Yla�n ,S-I-�� `�acb�- fri14P /73 Cf'14+2C�L /S Location-Address Assessors Map and Parcel E c;c- QC 2vS I 3r ,\N .�r�S}�JIo�i m�OZlob�S Owner Address �QSrn \W\ -.,\\,\� I\-f\L t�ilX 2-l$3, ©v oy\s IW OZb53 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well SQH4o 'PVC. Capacity Purpose of Well V3 ;r, c),nq a 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 Certi cate of Complia ce has been issued by the Board of Health. Signed Date Application Approved By Date Application Disapproved for the following reasons: Date Permit No. Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( , Altered,( ), or: Repaired( ) Installer at f �0 �OC� (k 87 `(j6(ZgS 4G� has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. 0 2oO-6;t 3 Dated I b-0-/3 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. ' Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE �v13 _ ��3 Vern �lCougtructiou Permit No. Fee Permission is hereby granted tol�) � -t - C_ Installer to Construct ), Alter( ), or Repair( an individual well at: No. 1/ 50 �� Cott wag-t- "-6fxA ' �1-1+15LE Street as shown on the application for a Well Construction Permit No. Date Date 'y —t Approved By i i Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports Well Driller Please specify work performed: Address at well location: New Well Street Number: Street Name: 1190 MAIN STREET Please specify well type: Building Lot#: Assessor's Map#: Domestic Assessor's Lot#: ZIP Code: Number Of Wells: 02668 City/Town: Well Location BARNSTABLE In public right-of-way: GPS rJ Yes G No North: West: 41.70527 70.36471 SubdivisionlProperty/Description: Mailing Address: Ej click here if same as well location addres Property Owner: Street Number: Street Name: ERIC DREW 1190 MAIN STREET City/Town: State: Engineering Finn: ABINGTON MASSACHUSETTS '� ZIP Code: 02668 Board of health permit obtained: T)Yes_r Not Required Permit Number: Date Issued: W2013 023 10/4/2013 f R �r �... a2 M.i.. 'l✓Y C) ►� � � 0 Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock uger Choose Bedrock WELL LOG OVERBURDEN LITHOLOGY From To(ft) Code Color Comment Drop in drill Extra fast or slow Loss or addition of (ft) stem ;drill rate fluid 0 15 IClay lBrown r YES 0 NO 0 Fast 0 Slow 0 Loss 0 Addition 15 25 IClay Brown —� r YES 0 NO rd Fast f*Slow r Loss r Addition 25 38 IMedium Sand Brown Fri YES r NO 0 Fast 0 Slow 0 Loss 0 Addition WELL LOG BEDROCK LITHOLOGY Visible `'Extra From Drop in drill Extra fast or slow,Loss or addition of (ft) To(ft) Code Comment stem drill rate fluid Rust {_;Large Staining "Chips Choose 0 NO 0 Fast r Slow 4 Loss 0 Addition 0 Ye Code O YES bj Ye ADDITIONAL WELL INFORMATION Developed r Yes G No Disinfected r r Yes r No p Total Well Depth 38 Depth to Bedrock Fracture Surface Seal Type Ikone T Enhancement o Yes r No CASING FJ Is Casing above ground. From: 1 To: 0 From To Type Thickness Diameter Driveshoe 0 34 Polyvinyl Chloride Schedule 40 4 rJ Ye SCREEN r No Scree From To Type Slot Size Diameter 34 38 IStainless Steel Well Point 0.012 4 WATER-BEARING ZONES I i DRY vvEL From To Yield(gpm) 3 38 12 PERMANENT PUMP(IF AVAILABLE) 2 Wire Constant Speed Pump Description Horsepower Submersible 3/ Pump Intake Depth(ft) 34 Nominal Pump Capacity(gpm) 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) 47 ANNULAR SEAL I FILTER PACK Water From To Material 1 Weight.Material 2 Weight (gal) Batches Method Of Placement Choose Material Choose Material I I--Choose One WELL TEST DATA Time Pumping Time To Recovery(ft Date Method Yield(gpm) Pumped Level (ft Recover (HH:MM) BGS) (HH:MM) BGS) 1/27/2014 Constant Rate Pump 12 1:30 19 0:01 3 WATER LEVEL Date Measured Static Depth BGS(ft) Flowing Rate(gpm) 1/27/2014 3 12 COMMENTS 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. DESMON THOMAS E Monitoring[M] Supervising Driller Signature III, Driller DESMOND III Registration# 764 THOMAS, DESMOND WELL Date Job Complete Firm DRILLING INC. Rig Permit# 023 2/25/2014 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. CERTIFICATE OF ANALYSIS Page: 1 Of 1 Barnstable County Health Laboratory(M-MA049) P132gred For: Report Dated: 1/13/2014 SatlyDesmond Desmond Well,Drilling Order No.: G1478420 P O Box.2783 Orleans, AAA 02653. I_abb9a6mv.to 147842-0. Description: Water-Drinking water Sample M Sample Location: 1190 Main St.W.Barnstable,MA Collected: 01/09/2014 Collected:'bqs Customer Received: 01/09/2014 �011fhli@_M i -ITEM RESULT UNITS MCL METHOD# TESTED NM;9te as Nitrogen 2.6 mg& 0.10 10 EPA300.0 1/9/2014 Iron OA2 mg/L 0.010 0.3 EPA 200.7 1/13/2014 Manganese 044 mg/L 0.008 EPA 200.7 1/13/2014 OH 6A PH AT 25C MA 6.5-8.5 SM 45004,J-B 119/2014 Sodium 19 mg/L 1.0 20 EPA200.7 1/13/2014 Total.Coliform Absent P/A 0 0 SM= 1/9/2014 Conductance 220 umohs/cm 2.0 SM 2510B 1/9/2014 Sodium level Is above the.maximum contaminant level. Those on a low sodium diet:may wish to consult a Physkian. The watermsy pmsent:aesfligtic problems(taste,odor,staining)due to Iron. Attached:please ftndthe Laboratory certifted parameter list Approved By: (Lab Director) f I ND="one Detected RL = Reporting Limit MCL=Mardmum Contaminant Level &uperlor Court House,. Po..Box 427, Barnstable, MA 02630 Ph:50047&4605 CERTIFICATE OF ANALYSIS � y Barnstable County Health Laboratory (M-MA009) Re lobirk Sant'Desmond Matrix: Water-Drinking.Water Desmond WWI Drilling Sampled: 01/14/2014 10:30 P C:Box 2783 Received: 01/14/2014 10:55 Orleans,_MA 02653 Collection Addrees: 1190 Maln St.W.Barnstable,MA Order#: G1478449 Sample l ocationt Lab ID: 1470449-01 Desciption: 2daY-1190 Main St Date-Analyzed: 1/14/2014 @ 14:26 Sample#: Analyst; yn Method: EPA 524.2 Dilution Factor: 1 Commerrt: Based on.:the results-of the:.paramebexs tested,the wager is suitable for drinking,but may present aesthetic problems(taste, 'otlor;'5tatiiing)Cuero Iron: EPA:52A2- Waif fie Organics by OC/MS Result: Mpl. Result: N1pJ. Parameter ug/L U91L ug(L Parameter ug/L ug/L ug/L DlchlbMiAubromatifiane ND 0.50 Chloroform ND so 0.50 Chloromethane ND 0.50 cis-1;2-Dichloroethene ND 70 0.50 chloride ND 2.0 0.50 ds-1,3-Dkhlorop gXne ND 0•50 Bromometliane ND 0.50 Dibromochloromethane M _ ND 0.50 1;1;1;2 Tetraddotnetharie -ND 0.50 Dlbromomethane ND 0.50 1,1,1=Tifchloi thane ND zoo 0.50 Ethylbenzene ND 700 0.50 1,1,,2 2-Felt ttlOroeEhane ND 0s0 Henchhmbutadlene. ND 0.50 1;12-Tdddoroethane ND S..0 0:5o lsopropyll=ene ND 0.50 1;1-Didtlo netftane ND' 0:50 Meti:ylene chloride ND 5.0 0.50 1,1=Qicfiloroett ene _ ._ ND 7.0 0.s0 Med*tert-butyledw ND - 0.50 ND 0i5 Naphthalene ND 0.50 ,2 3 dhlorobenzIene ND 0.50 Butylbenzene ND 0.50 42,34do*r0pr 0 ND 0.50 n-Propylbenzene ND 0.50 1,2 4Trfehloe0aeniene ND 70 0.50 p-Iopropyltokow ND 0.50 1,2;4?rimetllylber ne ND 0.50 Wtylbenzene ND 0.50 1,2=Dtbromo=3-drloropropane _ ND 0.50 Styrene ND 100 0.50 1,2=Dibro ahe(EDP) ND 0.50 hart=Butylbenzene ND ---. __._.0.so 1,Z-01chl0r eMene. ND 600 0:50 Tetraddomeftne ND 5.0 0.50 1,2-Dichloroethane ND :0 0.50 Tduene ND 1000 0.50 1,2-DItl oroprOpane ND 0.50TO al xylenes ND loom 0.50 Rhnethylbenzene ND a s0 tram-1,2-Dichloroetfiene ND 100 0.50 1,3 Diddord)erumne ND 0.50 1,3-Dichloropropene _-...._.__ ND 0.50 1,3-D1 ND 0:50 richloroethene ND 5.0 0.50 1,4Diddoroberaxne... ND 5.0 0:5o rirfdoro iuorornelfiane ND o.50 42 Dichl oropropane _ ND Surrogates %Recovered QC Limits(%) 2-t ilor0tioiuerie ND e.50 -Wornoflrmrobenzene 79% 70 130 omtokuene ND 0.50 12-Dkhlorobenzene-d4 - 72% 70 130 Benzene ND 5.0 050 Bmmobmzm* NO 0.50 Bromaddotnrnett>ar►e ND 0.50 Baomod[c icro methane ND 0.50 Bcomoforrrr - ND 0.50 _....._ rbowtetraciftide ND 5.0 0.50 .,.. ..: . .. .. e ND 100 0.50 ND 0.50 Attached,please find the laboratory certified.parameter list. Approved By: _. (Lab Director) l� 1b ND-=None<Detedad RL = Reporting Limit MCL=AAa:ir m Coma knant Lev Superior Court House, PO:Box 427, BarrWable, AAA 02630 Ph:508-375-6606 Page 1 of 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS appYitation for 13isposal *pstem Construction Permit Application for a Permit to Construct('Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No %1Q0 fLV Owner's Name,Address,and Tel.No. Wei t-- Vn zS`T0b e. Assessor's Map/Parcel 17 941C 169 811or - /� Installer's Name, �5 A dress,and Tel.No. a�'- �b-C i 5135 Designer's Name,Address,and Tel.No. G�ir2T Con/ J f77 0i�/ e •-9<�02_ � Type of B ding: Dwelling No.of Bedrooms Lot Size a/S -3 8 / sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)16kt igi jkap�.r S gpd Design flow provided C?30 gpd T Plan Date lecl k3 , 0 4r- n Number of sheets l Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil aky so I &xJ11TU 36 Nature of Repairs or Alterations(Answer when applicable) s 'S Date last inspected: Agreement: ' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this B f Health. Si ed Date L J 1z__ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. cO/ Date Issued Fee *" THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYication for Misposal *pstem (Construction Permit fApplication for a Permit to Construct Repair( ) Upgrade( ) Abandon( )� ❑Complete System ❑Individual Components ' Location AddresseLot N� V�STgb vt Owner's Name,Address,and Tel.No. All " Assessor's Map/Parcel /79 J P7 8 P f Q� .9 K1C ,�KeQ /63 6/1/OT I sta er's Name ess,and Tel No 5 t)k.-7 7b� ���� Designer's Name,Address,and Tel.No. J, T Co l U c�DA .0-Eve- 99o2- �a.3n 36�—y.T v/ Type of Building: Dwelling No.of Bedrooms 3 Lot Size `3/3 8 / sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required 3�tt- zfk��¢, f gpd Design flow provided 330 u gpd �— Plan Date �e� � ,+OZd j1 Number of sheets � Revision Date / ,;26 go ! 1 Title . Size of Septic Tank /.00 Type of S.A.S. Description of Soil C/Q s6. W4 ro 36 kpw 1we Po.0-Se S'au S('eVe, c K qj �j1►.� d Sa e�P S'�.ow.S 1LaIN. l K� .. Nature of Repairs o.Alterations(Answer when applicable) e �e d— r Q ,,, n ecJ 3 (d+21y /^ fit.8 w 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 B ealth. Si ed Date 4)1 Z I� ' i Application Approved by Date 3 Application Disapproved by Date i i for the following reasons i r� Permit No. 00/ �1- �� Date Issued THE COMMONWEALTH OF MASSACHUSETTS i -'° BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the Ong-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) li Abandoned( )by �'m``Se LO R-7 CD/d�FLUCP 0/J , i at I ( 4 V Cali E {��! ` � has been constructed in accordance / i with the provisions of Title 5 and the for Disposal System Construction Permit Noca� /?0 dated Installer �a �'ty T � % %4nspje win I #bedrooms Approved desi ow b VAII gpd The issuance oft is e t h t be construed as a guarantee that the system wil n A/de ' ed.Date Ins ector (Y /v1 ' P ----------------------------------------------------------------------------------------------------------------- ------ ------------ r No. 90/,9 Fee ! �� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS i Misp pstrm Construction Permit j Permission is hereby granted to Construct( 6 Rep/air( ) Upgrade( ) andon( ) System located at ( � &uTe- A �jt�<'sC �4 r n•S�� 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:Constr4jc�tio muusst b com leted within three years of the date of this rmit. Date ��3 Approved by A: F f > , I T '01 down cape engineering, inc. 09-087 SIEVE SOILS ANALYSIS 1190 Main Street W Barnstable.xlsx DATE OF REPORT: 8/4/2010 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 1190 Main Street, West Barnstable, MA LOCATION: DCE Testhole TB3 DEPTH 369 SIEVE ANALYSIS Weight Sample(Grams): 94.7 SIZE ;WEIGHT RETAINED % RETAINED % PASSED (sum ) -------------• -- ----------------------• ------- lip 3/4" 0.0 0.0%: 100.0% ------------- -------------------------- --------------------- ------------------ 1/2" 0.0: 0.0%: 100.0% --------------=--- --------------------•---------------------------------------- 3/8" 0.0: 0.0%: 100.0% •-------------•--------------------------Y--------------------- #4 0.1: 0.1%: 99.9% -------------- ------------------------------------------------ ------------ ----- #10 1.5: 1.6%: 98.4% ---------------L--------------------------A---------------------� ---------- #20 14.6 15.4%. 84.6% •-------------1..........................A---------_______-_---1.................. #40 57.0; 60.2W 39.8% i�u--------- 74.2 78.4%; 21.6 0 -------------- -------------------- ---------------------• ----- --- #80 87.8: 92.7%: 7.3% -------------� -- ------ ---------------------• ------ #100 91.3: 96.4%: 3.6% ------------ --------------------------�--------------------- ------------------ #200 94A: 99.7%: 0.3% PAN: 94.7: 100.0%: 0.0% SAMPLE: ; 94.7; NOTE: TEST ON PASSING#4 ONLY, 0% RETAINED ON#4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-3 (GRANULAR, COARSE SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >98% SAND RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MIN./IN. MATERIAL FMgss NONCOMPACTED �o�� DANIFLA.'C' SOIL DESCRIPTION: MED SAND 0.74 GPD/SF MATERIAL o OJALA CIVIL No).46502 �o f Fs /STE G NAL N Town of Bair>nSt. e Inspectional;Services 's � Pub�[c=l3es1#h l3lvision Thomas McKean, I)Eree#or 100 MaW Street,Hyainnls,;MA 02601 Office:. $08-841*44 Fait: SQ8-700.6304 InsEa_ 1!_e_ - es�gner Cer,, 4fieption 1?'orni ^� R : ( +' Date: iPc . y_^—�.� Sc�Yage rmtt# / �' Aesessur'g Map�1'arcel � Designer: .l:)ow- N � FI NG,rA" 1�1y�Installer: �c R(�5 Address IV, AT 6 14T Addr : On /3 1 was issued:a_permat:to install..a date): (Gstal eT) p y " *:based:on a design drawn by se tYc s stem at , � (address) ress) 1L ,AN"t � A :G9'1.. dated .S/Ioo /2P-V UI/U/ll esigner (f I..certify:that the septa system.referenced above was installed substantially according to the design;which may.include minor apOroved changes such as latoral reldcstion.of the: distribution box and/or septic tank. StFyp:oui :(if requited) was-inspected.and the.:solls Were found satisfactory;: I certify .that the'septic.system referenced above was installed with riaajor chages (i.e. greater than 14 Tatar" telocation of the SAS'or any vertical relocation-of any component of tho septic s�►�terh).out in accordance with State &Local�tegulotioins. Plain revision or. certified*as-built.by designer to follow. Strip out Eif required)was;inspected and the sails wore found satisfactory. I certify that-the system referenced above was coasttucted in compliance with the to rms of the I\A,apprmial letters(if applicable) 7r),Yl 4QANIELA . ` is Sgnatuce �' OJALA CIVIL 46 147 (Designer's::ignattrt� �( ,. gi : tamp: ere ` PLEASE TURN TO.BARNSTABLE 'PUBLIC TH.DIVISI" RTI ; , E; OF:C ANCE. L 1'�I(3 BE U U. : I O MT. F Ii .. A :.A , -RECEIVED Y: ABL PU I M : fi UMSIO 0U*. ittoi\&pIAHEAL't`MSEWERc000ecttSEFT.I=csignaaConinoation Pow Rey&14'4100C r STAMP: 5o'-la Is'-z Elxeo 11lr a E iTs a Elxeo�Hlrs I a 9� g.q KITCHEN DINING NOOK b T �QER^ I I mooI I -- --------- Z - M.eeoRaoM LEVtlDBL Z U - Qr n Ct_ U mo m � E N�ECr.I rIG '9 - srsren 16 .-tern-TIP ' - Ism ara - _ - I �Q GREAT ROOM 6 Q a E CL \ 'a•. EARTH ER I "of" Z W _ Lii L- aw -- - N a n Z Un LJ (D F M BATH Q O O m '' 0 W0) U� Ld _ H > �. b - II VINC•RM'" DEN b l�^1 TITLE: FIRST b FLOOR PLAN a s15 En ��� DATE ISSUED: 0vQ/2010 ' REVISIONS: • 3•�„ 5•-e• - a DRAWN BY:PROJECT -_-_-_- III: i DRAWING NO.: FIRST o FLOOR PLAN A 1 ALE. -O• SCREER-1.]b aP, 91 1} r STAMP: _ _ 8 OPEp TO BEIOw Z U O O O O WU n_ pniupc r p b a F O I m�o m U �6 pj b BEDROOM 2 WALKWAY/VIEWING AREA RIIIING paLip6 b O inG LOFTOf Z LL .\�.,. LLJ LLJ LL.I 0 Qo� J \��: prep ro BeLw Q ci b m LLJ C/ Of F— `> Z(N L—_ a Z BATH-2 Oo w Q 0 CD m cea LJ O O ?� LJ AB TP 3 O O O b O ri TITLE: 1 BEDROOM 3 SECOND O cLosE, FLOOR PLAN v O O O DATE ISSUED: 09/12/2D10 REVISIONS: DRAWN BY: § n SECOND FLOOR (LOFT) PLAN 3 scALe.ia•.�-o• PROJECT JG 8: 1 DRAWING NO.: A 2 Lai STAMP: CCNTINLIWS 3.6 P 50'-IP S-� L PLATE/Sill Iry - • DOF P w/3.3'{LPLn uERS 1 ————————————————CELLAR 5A5H r CELLAR 5 SH I I I I e L--------- I I BAD I L __—_— b z•coNC.SLeb wER I a --clEDPoa vEL ButRlEa I I I I I N = I N oW a T _—__I 2-P.T.2,5 GIRT II - L ED r-I LVL DIRT 2-—C.FILE �.FILL E.I� u .TIP.LT—M ONDso LLL CONC. .TT. 4"CONC. SLAB ON COMPACTED GRAVEL 2 -3 i I (,) — _ AT EOTTOM STEP / r--'I L Z W (FIELD LOCATE) L EOINP� - L WWDAnPPRDD ING J � �mDIA.CONC. I �. TmION LL I N N Q 50NOTULu BE, Tl-P. FourrvDEEP KETED 0-E. I I ON zo'N '"LL cn H Z Q ` ---------- -----� -¢ I r — Dom ��w - p Lv��ia:' � I 3 I — aa�: • I L———————— — — TITLE: FOUNDATION 2-P.T.2,8 GIRT PLAN 6'�• �0' DIA.CONC. NOT BE, TTP. DATE ISSUED: 09/12/2010 PER WFCM 110 MPH EXPOSURE B za•-v - REVISIONS: 4"CONC.SLAB ON -- WIDTH -50' LENGTH =G6' ASPECT RATIO(L/W) 1.32 COnPACTED GRAVEL AT BOTTOM STEP ANCHOR BOLT SCHEDULE (FIELD LOCATE) PER WFCM 110 MPH EXP05URE B 1.) ALL BOLTS TO BE a" DIA.GALVINIZED 2.) ALL BOLTS TO BE SECURED w/HEX HEAD NUTS w/3'x3"x�"GALV.PLATE WASHERS DRAWN BY: E10LT SPACINGTff ---- MAX 58'O.C. 0 Y: i2 MAX 12' FROM CONCRETE CORNERS OR END OF PLATE MAX T"FROM END OF PLATE AT SOLICE ORA"NG NO.: 4.) BOLT EMBEDMENT MINIMUN T" DEPTH a}J FOUNDATION PLAN A 5 9 SCALE•/�'-I-B - A� STAMP: �a-o• r-e• � r-e• 3o•-a l_______________________________________I li -------_--------------------------- T. � 11 I I I I I wP I I I I I I I I I I Le TORwcewl w - I $ I I DE I I 1 w/3 -END j`LATE.—E- L----- I 1 1 I 1 I I I I I I I I I I FILE.gOXW N I I ry ca+c.src.Tyr. r_'2• o I P - GARAGE/BARN d o E r i I II I o_ I I l i - C6 m� a wA o��oN.�a<onc IN FT4. I, is u - I CO I �I Ou DOOR I I I� 1 I I I I I I Q I I g �— I 1 DROP wn�L�1 0 LLU W L J -R - I� N m W UU)Q H • a' Z V7 s I I� LJ Q of Q L---------------- ------------------ n p p DO Lo—k cuEr co�u n. .P. W I— = Ln ` LIJ PER WFCM 110 MPH EXPOSURE B (FIRST FLOOR PLAN SCAL&1/<••I'-D• WIDTH =30' LENGTH 40' ASPECT RATIO(L/W) 1,33 ANCHOR BOLT SCHEDULE TITLE: PER WFCM 110 MPH EXPOSURE B 1.) ALL BOLT5 TO BE R'DIA,GALVINIZED WINDOWS 2.) ALL BOLTS TO BE SECURED w/HEX HEAD NUTS w/3"s3'.i"GALV. PLATE WASHERS 3.) BOLT SPACING, GARAGE/BARN AHDERSEN T-10 2-l0 J--0 d' MAX 35'O.C. AHDERSEH CusrOn/EI><Eo x a.a MAX 12'FROM CONCRETE CORNERS OR END OF PLATE MAX]' FROM END OF PLATE AT SOLICE 4.) BOLT EMBEDMENT MINIMUN T' DEPTH DATE ISSUED: 09/12/2010 01FOUNDATiON PLAN REVISIONS: DRAWN BY: k !!tt DRAWING NO.: 1� a 131 0? -- oe7 Town of BarItllstaWe Q¢THE 1 Department of Regulatory Services uat+arnate 4 _ . Public Heafth Divisiolll Date AB& � 200 Main Street,Hyanuis MA 02601 9 Date Scheduled ` Tilne 6 0 Fee Pd• JV�JCC�[� o- X Soil Suitability Assessmentfor Sewage disposal PerfonnedBy: N DEL A I �u� Witnessed By: G�y; "V' ✓!� -; s LOCATION & GENE' AJL l[NFORMA7[�ON Location Address // C� QO wte Owner's Name �-� w . ICJI`q/p✓n.��/Gt Cj�X Address /.� Asses'sor's Map/Parcel; 70 S -` Engiueer,s Namc Lvl/V_ ,Q NEW CONSTRUCTION REPAIR �C �� j��bt, Telephone fl Uf 1 J 64Z ` �(/ J Land Use• Y 5�O�t t'�w� Slopes(%) � - J Surface Stones N 0 N t Distances from: Open Water Body 7 1 75-D t ft Possible Wet Area �'j I ft Drinking Water Well 7 zzv'ft Drainage Way ft Property Line S��`�`�` ft Other tt i SKETCH (Street name,dimensions of lot,a act I tions of test holes SL perc tests,locate wetlands'in pro)(inuly to holes) (j3, 01 MAP FLL 5- ,`l.'1 At. L oGvS Fyor 1 1. k 4A, ZVI (ssti c Parent material(geologic) S1A Lt^� p�u a�05�ts' Depth In Bedrock, ZUV' Depth to Groundwater. Standing Water in flole: 3 - q�'2 Weeplhg I'lalt)Pit Pftac _ Estimated Seasonal High Groundwater cria � DE TERARNATION-FOR'SEASONAL HIGH WAS EI R JC_ABL.IE ,Method U5cd: - p i1 Depth Observed standing in obs.hole: "I"1`Lh- �1_'a' In, Depth to sg11 Motli�3;�,`� III, Dcpth to weeping from side of obs.hole: _ lu, Gruulldwatel',AdJu9hrlellt Index Well A Rcading Date: Index Well level _ __„ AdJ,factov Aqj,CJruundWatdr UVul G,H`j'10'0 S VS4' PERCOLATION ' ,'.EST Data�� _ 'Able Observation Ilolc## Tinte it[9" Depth of Pcrc CPb3 S � -3G 'flme at E' Start Pre-soak Time @ 5 u a 51e Time(9"-G") End Pic-soak Rate Min./Inch Site Suitability Assessment; Sile Passed_ SiLg,Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***It percoiatioa test is to be conducted widiiii 100' of wetland, you must fit-sit a®tify Hie. .Barnstable ConservatioI1 I)ivisioI1 at least olle (I) Weelc prior to begilli illg. Q:\S EPTfC\P13RCPORM.DOC DI]E7E]P.OBS ERVA�T1®-ij®JL +L� OG -- ---Depth from Soil Horizon Surface(in.) Soil Texture i�0i� # `.Sail Color Soil (USDA)<, jMunsell Other ) Mottling (Structure,Stones;Boulders. A5 l �� Con iste c LL a' ravel Z v�dL Loy^^ k OW To 3�,57J Src7( U, SIG:., efi . �t EO"Jl}I DEEP 013S]ERVi7I ION HO LE4 LOG Depth from Surface(in.) Soil Texture Soil Horizon Hole # 2v (USDA), Soil� � Soil Color Other ( ,1 (Mansell) Mpltlin g (Structure,Stones, Boulders. N JNpn t)i'L A5 d;�w i Consistency Col"istency %Gravel • C, 3 � G1 SIL) LoAA, Fc-tT 3�:, c� /`^/L S)MO 3e J�CI�,.,° �dc, `1 e3 —INSDE EP S/1 Depth OBSERVATION TI®L.>i LOG y Soil Horizon i_ 5urface'(in.)Promti Soil Tcxhr-e Soil Color '��®'�A~,# fl+ (USDA) Soil Other (Mans@II) MottNng (Structure,Stones,Boulders. Co si to c d vel I Depth from Soil Horizon VATION�$®�'E g'®�" Hole* 34face(in.) Soil•Tcxtttre Soil Color, Soil (USDA) Other (Mansell) Mottling ' (Structure,Stone Boulders, Cons' ten a 1 Flood Insurance Rate MHD: Above 500 year flood boundary No Yes !v ' 6 1T�Ggf} Yl "IVithin 500 year bound (,� •_ ary No Yes Within 100 yea.r 11o�d boundary No Ye L� ..� —� s (` C�V./ '/ — ► -Er aVN(Le , . Depth of iyatulrally�n terial Does at'ieast four feet of naturally occurring pervious material exist in all areas Observed throughout the area proposed for the soil absorption system? ES Rf not, what is the depth of naturally occurring iervious mat©ria'I7 N " 4:e>rtiltac�t6on - � I certify that on t (date)I have passed the soil evaluator examination approved by the Department.of Environmental.1'rokectioti`and that the above analysjs,was performed by me consistent with the regaired t ise and gxperienee described in 10 CMR 15.017. Signature Date `1 zot o 16. Q:\SEPTlCVF- CF'ORM.DOC I I TEST HOLE LOGS SYSTEM DESIGN: A DANIEL A. OJALA, PE, PLS. GARBAGE DISPOSER IS NOT ALLOWED SYSTEM PROFILE ALL SYSTEM COMPONENTS SHkL BE ENGINEER: COMPARABLE MEANS FOR FUTLRE LOCATION. MARKED WITH MAGNETIC TAPE DR (NOT TO SCALD WITNESS: DAVID STANTON R.S. DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD AccEss COVERS To WITHIN s" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" CRADE Nq�yPpL STbr�G 2 PEASTONE OR GEOTEXT'ILE DATE: 8/4/2010 USE A 330 GPD DESIGN FLOW (SAME AS EXISTING) \ TOP FOUND. EL 20.5' FILTER FABRIC OVER STONE TlT Hca2w c�a' a 18.6' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 19.0' ��"�� 1�$� PERC. RATE _ < 2 MIN/INCH SEPTIC TANK: 330 GPD (2) = 660 ;i PRECAST H-10 BLOCKS OR LAO MIL•1-IN�}Z+ CLASS i SOILS P# 13009 USE A 1500 GAL. H-10 SEPTIC TANK :. 4 2RISEfRS 4'OscH40 PVC PRECAST RISERS' , � Q°God P41C MORTAR ALL H-10 --'P ' LOCO LEACHING: ••' °' PIPES LEVEL 1ST 2' 1• COMPONENTS 5MiN• 1,S � (TYp,) INV' EL. 15.9' ELEV: ELEV. SIDES: 2 (36 + 7.83) 2 (.74) = 129 GPD Y 17.0' ENDS SIDES 16.7' 0" 17:0' 0�, 17.3 'y 16.68 1sEpnc TANK 500 GAL 10 tEE 16.43' BOTTOM 36 x 7.83 (.74) = 208 GPD ®®®I® ®®®® ®®®® -� ° ° ° ° ° •,« Vlstcee 78' 006" MIN SUMP °o°o00 0 0 0 , o� " 17.1' 4' LIQ. LEVEL GAS BAFFLE ::` e0o0o000 12" MIN. INT. DIM. °O°O°O°O ®®OI®®®®®®®® ®®®®® ®®® ° OOASPHALT 16.8 2 ASPHALT ACME GR EQUAL Xo 0 >o°o°o°o° ® °a°o°o°oFILL FILL456 S.F. 337 GPD16. 1 1' ° ° o ° °°°°°°°°TOTAL: ,°°°°°°°° °°°°°°°° , 6" GRAVEL BASE 16.5' 6" GRAVEL BASE 1,6.8' '�:;,,• ,....:•:, ,.. ,.. .. :: . .<•:• ::... ..,. •.'w ' c� 2y'kIn:, Jti� USE (4) •500 GAL. LEACHING CHAMBERS, (ACME OR EQUAL) o 0 0 0 0 0 0 0 0 0 o cL 1. . o 0 0 0 0 0 0 0 0 0 0 0 0 H-10 500 GAL. LEACHING CHAMBER B' ACME PRECAST OR EQUAL. ( �` '� ' ' o°o�o°O,%O"0 o°o°o°o°o°o� 3/4 1-1/2" DOUBLE WASHED STONE #5 , WITH 1, STONE AT ENDS AND 1.5 AT SIDES (4) UNITS REQURED C'mPac-�v ALL AROUND PRECAST STRUCTURES CONT• FOUNDATION DRAINS RECOMMENDED DUE TO 6" CRUSHED STONE OR MECHANICAL ALL DIMENSIONS TO OUTSIDE OF STOINE: 36' X 7.83, / 5f}r ID NATURE OF SOILS COMPACTION. (15.221 [2]) o NOTE',MAKES o0 97.2" G-W 8.9 110.4 G-W 8.1LO ( 2 % SLOPE) ( 1 X SLOPE) (.,l_X SLOPE) B�'LFouT CALL. Ch�.�h sf Parkes R MA ° wt�ors'wA�-L.•. APPROVED DATE BOARD OF HEALTH FOUNDATION 14' -- SEPTIC TANK 25' D' BOX 13' LEACHING tR oN y FACILITY 8.9' HIGH G-W READING LOCUS MAP S I LT CLOAM S I LT CLOAM (FRIMPTER METHOD DOES NOT SCALE 1"=2000't APPLY DUE TO CLAYED SOILS) ASSESSORS MAP 178 PARCEL 15 WEST BARNSTABLE S MP E 432" -18.7' LOCUS MAIN WITHIN FEMA FLOOD ZONE SAMPLE ® 432" 0 E A5 C2 (EL. 12) AND C AS SHOWN ON COMMUNITY 528 -26.7 PANEL #250001 0011-D DATED 7/2/1992 414" -17.5' �� MS � TO CONSI*650 SF ST OF NATIVE SHRUBS PLANTINGS ED 24" OAK i C2 C3 PLANTED AT 5' - 6' O.C. EXAMPLES INCLUDE: MS 576 FS -30 7 HUCKLEBERRY,(MOUNTAIN LAUREL, SHADBUSH, ZONING SUMMARY 528" -27,0' WITCH HAZEL 1 TO 2 GAL SIZE) c ZONING GROUNDWATER ENCOUNTERED ® 97.2" GROUNDWATER ENCOUNTERED ® 110.4" ZONING DISTRICT: RF RESIDENTIAL & VB-B BUSINESS DISTRICTS (PROP. DWELLING .IS WITHIN RF DISTRICT) DISCONTINUE MOWING RESTRICTED LANDSCAPE AREAS ALLOW REGENERATION ZONING DISTRICT: RF RESIDENTIAL S OF NATURAL GROWTH " / DISTRICT DISCONTINUE MOWING ALLOW REGENERATION OF NATURAL LOT AREA 3s OAK 120 S.F. GROWTH - NO FERTILIZER. 213,387 SF t MIN. LOT SIZE 87,, *MOWING AS NOTED, FERTILIZER LIMITED TO THAT WHICH 4.9 AC. f / MIN. LOT FRONTAGE 150 CONTAINS GREATER THAN 50% OF TOTAL N AS WIN MIN. FRONT SETBACK 30 (WATER INSOLUBLE NITROGEN), ONE APPLICATION IN EARLY A��� / MIN: SIDE SETBACK 15' MAY, ANOTHER IN SEPTEMBER AT A RATE NOT TO EXCEED LIMITED LANDSCAPE ZONE: MOWING / MIN. REAR SETBACK 15 LIMITED TO TWICE PER YEAR, NOT � � � � � MAX. BUILDING HEIGHT 30' 2 LBS. N / 1000 SF PER APPLICATION. TO OCCUR BETWEEN MAY 1 AND �� / OCTOBER 1. THE USE of / / *SITE IS LOCATED.-WITHIN THE RESOURCE FERTILIZER RESTRICTED TO TWO E*ST Z�SS2pOL � / U / PROTECTION OVERLAY DISTRICT APPLICATIONS PER YEAR*. -- ��- -- ^W SITE IS LOCATED WITHIN THE AQUIFER DISCONTINUE MOWING �- ��� ALLOW REGENERATION A-13 � _��- N V EXISTING WELL '�` / Q / PROTECTION DISTRICT OF NATURAL GROWTH ,111c`P�c% ��- - �' '�` / PORTION OF SITE IS LOCATED WITHIN THE 250.00' �� . / LIMITED LANDSCAPE ZONE: MOWNG 2 a; W ®// ��G/ __ . ��SI�E LIMITED TO T1MCE PER YEAR, Nor ,� Q.4c BARNSTABLE HARBOR / SANDY NECK 50 BUFFER ZONE ANALYSIS: / / F- ses �\ / To OCCUR BETWEEN MAY 1 AND © 4, AREA OF CRITICAL ENVIRONMENTAL 41 W ° 1450 SF OF PAVEMENT TO BE REMOVED o \ OCTOBER 1. THE USE OF . 0 2,, CONCERN 1876 SF OF GRAVEL DRIVEWAY ADDED FERTILIZER RESTRICTED TO-TWO H m / �- 6\ A-16�sr APPLICATIONS PER YEAR*. � (426 SF NET [PERVIOUS] ADDED) �o �� \ R8 n o rn NOTES 365 SF OF EXIST. DWELLING WITHIN 50' SETBACK TO BE REMOVED 1 �/ OWNER MOVE WORK LIMIT �Ili� O l�NER� OF RECORD NAVD 69 SF OF SHED ;TO BE REMOVED WITHIN 50 SETBACK __ T' �- X T LJN LINE TO AREA 1: DATUM 1S X WOE .I. / 0 SF OF STRUCTURE TO REMAIN OR PROPOSED WITHIN 50 SETBACK o� � �S j \_ � SHOWN AFTER ,` / VIDA DUIRHAM •& ERIC W. DREW 2. MUNICIPAL WATER IS NOT AVAILABLE w yc �,- SHED REMOVAL. a� RAZ�EXI NG� �1 + 163 ELLIOT ROAD Z }- <v 1 THREE BEDROOM- -i- �. s PLANT 650 SF OF � Q 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. / NATIVE VEGETATION IN CENTERVILLE, MA. 02632 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS H9U - / ��� // F p �� \ HATCHED AREA SHOWN*. // _ TO BE AASHO H-1Q RE-PLANT DISTURBED d �/ 2 9 �� P i REFERENCES = 5. PIPE JOINTS TO BE MADE WATERTIGHT. AREAS WITH FESCUES - �� �_ EXISTS � ' (SOD NOT ALLOWED) --�i_ DWE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH / / DEED BOOK 13441 PAGE 35 310 CMR 15.000 (TITLE 5.) J� - t /// �'� pR0A0s 1 + Sp2 .5'. REMOVAL OF UNSUITABLE SOIL Iz cwIRED PLAN BOOK 406 PAGE 6 _�- -- :•_.. 3 egRH FO :,� ;., AROUND PERIMETER OF LEACHING FACILITY, Q 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO \ O ,`, \ :. / / / DOWN TO SUITABLE SOIL LAYER. REPLACE WETLAND DELINEATION BY BRAD HALL I'- BE USED FOR LOT LINE STAKING OR ANY OTHER i ' \ of -;z•.•• 40. / WITH CLEAN MED. SAND, TO MEET ` PURPOSE. I�- Qi pp `s 'r: '':' ' 9p ;_ I / / SPECIFICATIONS OF 310 CMR 15.255(3) tN M \/ - " �f :' ;t'v ,:::•y:,' ,h•. , ':..;:.'.::, '+ / �� �yZNOFMAS �y�k3 SSq 8:.PIPE FOR SEPTIC SYSTEM To SCH. 40 4 PVC. �� ' .`, 4,` / �IIIC �� DANIEL cti� _10 --_ I :: ..>;: kj; �:,..:.•.,. ,. �:: •::`,:` �i A-17 �° GANIfiLA. y��, �� m W 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED �� W I ��•'`::'•: '' ""''q::'::;. : I :' ''' :'':`:/..., .` I / I �lllc OJALA `" A. N BY BOARD OF HEALTH AND ?Z /__k + \ o •A ;.,:.r '. .. / / OJALA N WITHOUT INSPECTION � � -'+' o I " CIVIL Na 40980 OBTAINED FROM BOARD OF HEALTH. b y? ,: ` ;''' 46502 PERMISSION1 _ I / Fs S T e G� qNg Ey 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING _ {j� 'I;, :.;:; I SALT MARSH DIGSAFE (1-888-344-7233) AND VERIFYING THE `• ` \ NAL 0 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES / fi •� ,f`` �, PRIOR TO COMMENCEMENT OF WORK. DANIEL A. OJA A � � � �'/� ,'' •; :'-': r • >•,� o '�f��'='� �, Q I � � / I � DATE L , P.E., P.L.S. cr �� 6 i Lm - O �� '::•, I I / �SNOFA4 .w"�NDFM , 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE � / f ., /` , .. ... � q/ o • \ GZ, ,Y (_�:�� y I � I I ASS ASS9� N REMOVED 5' BENEATH AND AROUND THE PROPOSED �''" '' p -n PROP. DR LL (TAP) o �YWE � LEACHING FACILITY.' -�- f��- , � .., , .r' 8�:, t :�. :'-::,�''` '� � I •� 3� I Iz I I I I �g DANIEL c�, DANIELA. N� o r _� , / , , .,.•;... 9.0 1 I rn I I I o A. OJALA off 508-362-4541 _� OJALA GIVII_ ,n 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND A-9 J r' - - REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. - j fax 508 362 9880 � ,' :E i /. ,:', 1"I?5 I I I I I No.409S0 No.4650 ownc o r ,: ';: EL• , /o r \ yf I P o d apes m 13. DRYWELLS PROPOSED FOR ROOF RUN-OFF. Aso• i ' ;: , r/ f { I I I I I A-16 q�D o Sc� E NG :` ^es o �� t' I d I I I , 9 o E down nape engineering, inc. �x LU REMOVE PORTION OF I - �' :, �. / ;::,." .- °/ / I 1 II I I Q I / °�` ,'L6 civil engineers EXISTING PAVED ' :.. y .- land u t�A DRIVEWAY ,'.:'. id0 y I surveyors /^S / I I d r o X. C { 939 Main Street Rto 6A) :.:. I I I EXISTING PAVED DRIVEWAY _._ _ � r .:`•;,:-• :.:.;•"• .t.. ' ...� { Y/ I �� _. ___.___ _ I THPO MA .�. � , 02675 (TO BE RE-PAVED) 3 3 / YARMOU RT r .::. GRATES PROPOSED DURING CONSTRUCTION TO � \*' :...,,;'���•.',.:' : .:- � �'' � _ / 3 / / { �/ I / - • PROTECT/PRESERVE DRIVEWAY PROPOSED 3/4" NATIVE STONE .DRIVEWAY � \ �.� ©��l• /o. 3R �" co A-8 ,� r.':� Est: ,•.;'.:,..`.. ,.'.?;.:�t':, IG �j„ /) , / / { / I p I z �� �, :.,,;.i!;••'`•:•;` •• '• i''•; ...::;• r , ,;'�. A �;_Sts TRANSEFT (TYPJ %.JITE F'o L A N • #15 z . 0 BEGINNING POINT OF. f _ c� PAVED DRIVEWAY + / i�•''' ''{ :: SFMF q 69 / / l �} l a a n. REMOVAL A-7 ,✓ . : :c. . .., 9� r'tr 7j 8,p� / w A-15 OF �R�...- 4 , :•i }`. '• - �� PROPOSED O l ��/ I �tlL �c X_- •- #13 . i. '.° \� \ / �, W �� f� THREE BEDROOM qo / + �T_ X- 8 •-.�... i k.• t•: ts:,. .. '' f� \ E; 6 S HOUSE _ N °X. alllc - _ -+- _ - �' IT - �k - s _ ,� - t o_ 2 s +�¢ so� ��9,-�,�8 -�R------ x -----X--x-= � ..._...�.r, ._ I _. ._ ,_, . 9 :: -- , sO. S� , - �N� ��, 1190 ROUTE 6 A -�?-- X SR +�.� --+ X "J( - n.�►L �•,�..Xa^'��rX X _ X X� X X�� // / �gyp` / 1 X-X-----X ----------------- ------ 2's ''9, 939 '�9)'49R + �9 ?= ==� . -N� `� , , , 9oo WEST BARNSTABLE MA , ---------- ------- - ---- ..._...._..._...._..._... X X s / / PREPARED FOR 3. o.._..._... �... / 9 ..�..:-...-... PROPOSED WELL \ 3#4 #�A3 I '� (SET IN SOLID BASIN) �� \� PROPOSED FIELDSTONE X' UM/ RETAINING-WALL _ r 4 i /A-14 'Ili` / UTILITIES TO BE MOLED UNDER m "O ERIC DREW �• DRIVEWAY FROM ROUTE 6A TO HOME I EXISTING CULVERT �lllc `�\\ \ r ` ` / / 29 �lllc (TO BE REPLACED WITH A-6�' 6 �� / #2 12" NEW CLASS 5 RCP '►!f` '�i o \ + -� / Ilk #0 MAIN ST. WITH PRECAST FLARED TOWN OF FEBR.UARY 3 2011 END SECTIONS) 534.89' \\ \ _ / BARNSTABLE REVISED: 4 26 201 1 PER CONS-COM / ( ) #1194 MAIN ST. \ ` TOWN OF , �116c \ / i ' �11 / A-13 BARNSTABLE (VACANT) \� ry A-7 09-' 8/ / A-12 / 0 10 20 30 4T 50 FEET 09-087 BASE.DWG