Loading...
HomeMy WebLinkAbout0848 CEDAR STREET - Health EA Cedar Street 1 08& Parcel part of 004t Barnstable ,f WfIlLiff f azaEff rti Town of Barnstable i Public Health Division U.S.POSTAGE»PITNEY 6OWES ""0g 200 Main Street Hyannis,MA 02601 { � 1 r ZIP 02601 $ 006.gro II 7021 0350 0000 1549 3952 { 0000373143 JUL. 29. 2021 i J DIAMOND, VICTOR & TRICIA 11ZXIE 015 DE 1 0009 18/21 B I. RETURN TO SENDER UNCLAIMED UNABLE TO FORWARD ► :.i3-C E 3C. 6Z601400205 p l COMPLETE THIS SECTION ON DEL VERY l ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery 1 or on the front if space permits. 1. Article Addressed to: yDDIs deliverv_address different from item 1? ❑Yes �r delivery address below. ❑No , i DIAMOND, VICTOR & TRICIA f i 848 CEDAR STREET i WEST BARNSTABLE, MA 02668 ❑Priority Mail Express® l ❑ ult Signature ❑ryryry���[[[gistered MaiIT^' VII I�III�I III �I I IIEII I I II I I��II I I I I I IIIIII III dult Signature Restricted Delivery registered Mail Restricted; Certified Mail® elrvery 9590 9402 6702 1060 1007 62 ❑Certified Mail Restricted Delivery Signature Confirmation^ ) ❑Collect on Delivery ❑Signature Confirmation j 2. Article Number(Transfer from_service_ia6e0 _❑_Collect on Delivery Restricted Delivery Restricted Delivery al 7 0 21 0350 0000 1549 3952 d Mail Restricted Delivery ' F t�' NNrN Y �.. FF aN }. 4 PS Form 3811,E July 2020 P.SN 7530-02-000-9053 Domestic Return Receipt I t 'THEA� Town of Barnstable Inspectional Services Department BARNWABUM.AS&MA85. Public Health Division y �a .i67q ��' A 1639te 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL#7021 0350 0000 1549 3952 July 29, 2021 DIAMOND, VICTOR& TRICIA 848 CEDAR STREET WEST BARNSTABLE, MA 02668 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 848 Cedar Street, West Barnstable, MA was inspected on 07/16/2021 by Frank Nunes III, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: • Static liquid level in the distribution box is above the outlet invert due to an overloaded or clogged SAS or cesspool. You are ordered to repair or replace the septic system within one (1)year from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. You may be eligible for a waiver from replacing an onsite sewage disposal system if your property will be connected to public sewer in the near future. For information regarding public sewer availability at your property, please go to https://www.townofbarnstable.us/Departments/Assessing/Property Values/Property- Look-Up.asp or telephone the DPW Administration Office at (508) 790-6400. Any written request for a waiver or extension must be filed in writing to the Board of Health, 200 Main Street, Hyannis MA, 02601 PER ORDER OF THE BOARD OF HEALTH as cKean, R.S., CHO Agent of the Board of Health i Q:\SEPTIC\Title V Inspection Report Letters Mailing\Failed or Needs Further Evaluation Letters\848 Cedar Street West Barnstable.doc I f ,Qa+^�u�fica ale BOARD OF HEALTH E AS-BUILT CARD LOCATION: �����ad� �'� �.✓� dSG► IMP INSTALLER: �v�' SEWAGE PERMIT NO.: ASSESSORS MAP/LOT: I CERTIFY THAT THE SEWAGE SYSTEM INSTALLED ON THE ABOVE REFER- ENCED LOT WAS INSTALLED IN COMPLIANCE WITH 310 CMR 15.000,THE APPROVED DESIGN PLANS AND ALL LOCAL REQUIREMENTS. INSTALLERS SIGNATURE: DATE: DRAW -KER-11 OF COMPLETED SYSTEM WITH DIMENSIONS ON BACK i r i i i J GROUNDWATER ANALYTICAL EPA Method 524.2 Volatile Organics by GC/MS Fielc ID: 0103183 Laboratory ID: 39688-01 Project: Sroczenski/848 Cedar St QC Batch ID:, VM4-1689-W Client: Envirotech Laboratories Sampled; 03-17-01 Container: 40 ml.VOA Vial Received: 03-19-01 Preservation: HCI/Cool Analyzed: 03-20-01 Matrix: Aqueous Dilution Factor: 1 Page: I of 2 arts rW v.-CAS dffibOK Ariik N y cen 75-71-8 I Dichlorociifluoromethane BRL ug/L 0.5 74-87-3 Chloromethane BRL ug/L 0.5 75-01-4 Vinyl Chloride BRL ug/L 0.5 74-63-9 Bromomethane BRL ug/L 0,5 75-00-3 Chloroethane BRL ug/L 0.5 75-69-4 Trick lorofl uoromethane BRL ug/L 0.5 75-35-4 1,11-Dichloroethene BRL ug/L 0.5 75-09-2 Methylene Chloride BRL 0.5 156-60-5 trans-1,2-Dichloroethene BRIL ug/L- 0.5 1634-04-4 Methyl tert-butyl Ether(MTBE) BRL ug/L 0.5 75-34-3 1,1-Dichloroethane I BRL ug/L 0.5 590-20-7 2,2-Dichloropropane BRL ug/L 0.5 156-59-2 cis-1,2-Dichloroethene BRL ug/L 0.5 74-97-5 Bromochloromethane BRL ug/L 0.5 Chloroform BRL 0.5 67-6-5-3 ug/L 71-53-6 i 1,1,1-Trichloroethane BRL ug/L 0.5 56-23-5 Carbon Tetrachloride BRL ug/L 0.5 563-58-6 1,1-Dichloropropene BRL u l_ 0.5 71-43-2 Benzene BRL ug/L 0.5 107-06-2 1,2-Dichloroethane BRL ug/L 0.5 79-0'-6 Trichloroethene BRL ug/L 0.5 78-87-5 1 2-Dichloropropane BRL ug/L 0.5--] 7 4-95-3 Dibromomethane BRL ug/L 0.5 -75-27-4 Bromodichloromethane BRL ug/L 0.5 10061-01-5 cis-1,3-Dichloropropene BRL ug/L 0.5 ---------------------------------------------_ _ - t- 108-EB-3 Toluene BRL ug/L 0.5 10061-02-6 trans-1,3-Dichloropropene BRL ug/L 0.5 79-OC-5 1,1,2-Trichloroethane BRL ug/L 0.5 127-18-4 Tetrachloroethene BRL ug/L 0.5 142-28-9 1,3-Dichloropropane BRL ug/L 0.5 124-48-1 Dibromochloromethane BRL ug/L 0.5 106-93-4 1,2-Dibromopthane BRL ug/L 0.5 108-90-7 Chlorobenzene BRL ug/L 0.5 630-20-6 1,1,1,2-Tetrachloroet ane BRL ug/L 0.5 100-41-4 Ethylbenzene BRL ug/L 0.5 108-38-3/106-42-3 meta-Xylene and Para-Xylene i BRL ug/L 0.5 95-47-6 ortho-Xylene BRL ug/L 0.5 100-4.2-5 Styrene BRL---. ug/L 0.5 75-25-2 Bromoform BRL ug/L 0.5 Iso p-rp y 1*6_e nz e n BRL 0.5 108-86-1 Bromobenzene BRL ug/L 0.5 _79 3 4-5 1,1 2,2 Jet ra c h I o roet h a n e BRL ug/L 0.5 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL EPA Method 524.2 (Continued) Volatile Organics by GC/MS Field ID: 0103183 Laboratory ID: 39688-01 Project: Sroczenski/848 Cedar St QC Batch ID: VM4-1689-W Client: Envirotech Laboratories Sampled: 03-17-01 Container: 40 mL VOA Vial Received: 03-19-01 Preservation: HCI/Cool Analyzed: 03-20-01 Matrix: Aqueous Dilution Factor: 1 Page: 2 of 2 T �- CACS Number = na[�te SncStrat� n $mts f rti Lunr 96-18-4 1,2,3 Trichloropropane BRL - ug/L 0.5 103-65-1 n-Propylbenzene I BRL ug/L 0.5 95 49 8 2-Chlorotoluene BRL ug/L 0.5 108-67-8 j 1,3,5-Tri methyl benzene j BRL ug/L 0.5 106434 4-Chlorotcluene i BRL ug/L 0.5 98-06-6 tert Butylbenzene BRL ug/L 0.5 95-63-6 _ ' 1,2,4-Trim ethyl benzene _BRL ug/L f 0.5 135-98-8 sec-B utyl benzene i BRL ug/L 0.5 541-73-1 j 1,3-Dichlorobenzene BRL ug/L 0.5 99-87-6 44sopropyltoluene BRL ug/L 0.5 16 46-7 _-�4-Dichlorobenzene BRL ug/L 0.5 95-50-1 i 1,2-Dichlorobenzene BRL ug/L 0.5 104-51-8 -j n-Butylbenzene BRL ug/L 0.5 opane 0.596-12-8 1,2Di orrio-3-chloropr 120-82-1 1,2,4Trichlorobenzene — BRL ug/L I 0.5 87-68-3 Hexachlorcbutadiene BRL ug/L -r 0.5 i 91-210-3 I Naphthalene BRL - ug/L- I 0.5 87-61-6 T3-Trichlorobenzene - BRL - ug/L 0.5_— : y _Q��ur�oga�e-Cam�,tinds . � -_ i 1,2-Dichlorobenzene-d4 105 % 70-130% 44romofluorobenzene 99 % 70-130% Method Reference: Methods for the Determination of Organic Compounds in Drinking Water,Supplement III,US EPA, EPA-600/R-95/131 (1995). Method Revision 4.0. Analyte list as derived from 40 C-F.R. 141.40 and 40 C.F.R. 141.61,and additional analyte MTBE. Report Notations: BRL Indicates concentration,it any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ENVIROTECHLABORATORIES,INC. MA CERT.NO.:M-MA 063 449 Rte.130 Sandwich, MA 02963 908(888-6460) 1-800-339-6460 FAX(908)888-6446 CLIENT: Rod Sroczenski LOCATION: 848 Cedar St. ADDRESS: 14 Coolidge Rd. W. Barnstable, MA W. Yarmouth, MA 02673 COLLECTED BY. Rod Sroczenski SAMPLE DATE: 3/1 912 0 0 1 SAMPLE TIME: 9:OOAM WATER SAMPLE TYPE. New well DATE RECEIVED: 3/17/2001 LAB I.D. #. 0103183 WELL SPECS.: NA RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 3/17/2001 pH pH units 6.5-8.5 5.95 4500 H+ 3/17/2001 Conductance umhos/cm 500 92 120.1 3/17/2001 Nitrate-N mg/L 10.0 < 0.005 300.0 3/17/2001 Nitrite-N mg/L 1.00 < 0.003 300.0 3/17/2001 Sodium mg/L 28.0 11.6 200.7 3/20/2001 Iron mg/L 0.3 0.014 200.7 3/20/2001 Manganese mg/L 0.05 0.039 200.7 3/20/2001 Volatile Organics ug/L See report. ND EPA 524.2 3/20/2001 ND=None Detected. COMMENTS: Low pH indicates high corrosive characteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=less than Date J21 - 1 >=greater than R ald J. S 6 ri TNTC=too numerous to count Laboratory PjrActor ,6".isfi4ie- B►REWS+ INBOARD OF HEALTH _ AS-BUILT CARD LOCATION: SV /J24 INSTALLER: 4 eo'n n ' SEWAGE PERMIT NO.: 7-"- ASSESSORS MAP/LOT: I CERTIFY THAT THE SEWAGE SYSTEM INSTALLED ON THE ABOVE REFER- ENCED LOT WAS INSTALLED IN COMPLIANCE WITH 310 CMR 15.000,THE APPROVED DESIGN PLANS AN,p ALL LOCAL REQUIREMENTS. INSTALLERS SIGNATURE: DATE: /0 /91 0 DRAW SKfTCfi OF COMPLETED SYSTEM WITH DIMENSIONS ON BACK � �. � � � ' -� � �� ya3a �� .� - �® � � u � _i , t- H � D i _gam ce��.� _�-. �����s_��-��� r-- r -. 1 171 LO ,---j 0 2� e. 3. i w , . No. ---- �" / Fee--- ---------------- BOARD OF HEALTH TOWN OF BARNSTABLE Application fforlVell (Construct ion Permit Application is hereby made for a permit to Construct K), Alter ( ), or Repair ( )an individual Well at: 15L_eed�s ' ree- -,._ LN es ( h b� _M t e ft L,e-- off-a 00+ Location — Address Assessors Map and Parcel —_ 4;R.aze nC,VA -- —_ — 'TeV'4f Parcel �6 ,Ue)-IkS --OW (SOD 218 //• c Owner 2 Address r `� (/Z` �%,12 Installer — Driller Address Type of Building Dwelling --- -- --—-- -- Other - Type of Building--- ---- - No. of Persons.--------.-----_ -_ Type of Well C�SL' ----- Capacity Purpose of Well---f� �'- - —_-- Agreement: The undersigned agrees to install the aforedescribed 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 untila�ficate 'f fiance has been issued by the Board of Health. Sign 17, date Application Approved By — — > --- ---- date Application Disapproved for the following rea n date Permit No. Issued-- ----�---� _-___—date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (Compliance THIS IS �A CERT�� t't- Individual Well Constructed (X ), Altered ( ), or Repaired ( ) --- -- ?/-Zg S._-_ --- - Installer at has been installed in accordance with the provisions of the Town of Barnstable BoaJ�d4d f Health Private Well Protection IC - 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 SATISFACTORY. DATE-- _ —_ Inspector-- ----- - __-- —----- No. - -------- - Fee--- ---------------- i BOARS OF HEALTH -_TOWN OF BARNSTABLE Application for Yell�ton5truc:tionPermit Application is hereby made for a permit to Construct (K), Alter ( ), or Repair ( )an individual Well at: t, CedG� fPC Vet<s+ vls btp _ Ma P Ss Lof - a.�_of — Location — Address Assessors Map and Parcel �r SR�Z��lS�1 -- — *TC�� parcel j�y_��u�,n�__OW 00(� 219 ' O ner Address _ v2 y�911f17G�j� /t?10fS — Installer! Driller — �.-r_e... Type of Building, �( �3�� ' Dwelling ----- --—--- -- Y Other - Type of Building------�-- No. of Persons---------- ------___ la Type of Well - S2 2 _.\n- Capacity--- �� --- -- Purpose of Well--- -� 6�—�-- -- — 'r Agreement: The undersigned agrees to install the aforedescribed 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 liance has been issued by the Board of Health. e 1.741) Signe /`J �1/ — date Application Approved By, ----- date Application Disapproved for the following rea n . ------------ ----_-___ —___ — date — Permit No. --- --- Issued------------- ------- ----------- date L BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS_jQ C tit Individual Well Constructed (X ), Altered ( ), or Repaired ( ) f' tby—_ ——-- -- ----— — ---—— -- --=------ ,[ Installer at- has been installed in accordance with the provisions of the Town of Barnstable B a f Health rivate Well Protection a E V11 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 SATISFACTORY. DATE-- _ — Inspector------- - ---___------—- BOARD OF.-H.EALT.H _ 'TOWN OF BARNSTABLE Veri con5truct ion Permit No. - Fee-------- i= � Permission is hereby granted— ''=----- -- ---------------------- to Construct,O, Alter G ), or R air ( ) an4ndividual Well at: No. —__ -- - ------ - - -- - - - - street as sho o e plic bon o Well Construction Permiti' No._ � '". --------------- k -- Dated th___ Board of Heal 1 DATE— — do?l, 0;���111�1 No. Fee /1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1 Yes UBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipplication for Migool *pgtem Congtructiou Permit pplication for a Permit to Construct(%)Repair( )Upgrade( )Abandon( ) AComplete System ❑Individual Components Location Address or Lot No. 93 6, CZOA(Z C>T. Owner's Name,Address d el.No. �_"]1S,_9'34:j` �AQN�c A131-� � Assessor's Map/Parcel 144 000U GE- ® mPtP ® g A AQT©F N- MA ®�`7 Installer's Name,Address, Tel.1.No. .�"�� Designer's Name,Address and Tel.No. P .' �� t 10 '(o�'t sue- CAQ4 t t�C� Type of Building: Dwelling No.of Bedrooms Lot Size(03 ZW sq. ft., Garbage Grinder( ) Other Type of Building EeSAOME No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date 1 7 -®( Number of sheets I Revision Date i-11 01 Title SITE: PLAP FOP: ROD 4 CALLIBE1�3 4S4_40C•ZEN3*4 Size of Septic Tank 1900 GAL_ Type of S.A.S. Description of Soil 0'-(9" 10 10- 3A SgN10 J_0AM fat_ L+31% - 10 %fl, 5!i® 01 L.Cak�t 145"- IV -'Z.5`f,. (e13 �rif SE SAW) 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 ace the system in operation until a Certifi- cate of Compliance has bee ' sued by this Board of Health. e Sign ate 1 O Application Approved by - Date Application Disapproved or the following re o s i Permit No. r- Date Issued S �.IVl _ _- �) �/ iz r�' No. /1_./ ti:..w �• r ,-t -.�:�.. Fee t b THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes O` PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS o(ppliC.4ti.onIfOr �i5�lOgal *p$teTtY COtt$trUCttOTY Permit 1 Application for a Permit to Construct OO Repair( )Upgrade( )Abandon( ) [XComplete System ❑Individual Components Location Address or Lot No. g q5 cZbA fZ cjT, O�wn�er's Name,Address and Tel.No. �'�-"]'7s-9"�{-.�i Assessor's Map/Parcel 14 Coou € M fh4P 081? ectL AQToF 00 W • b MA o?lo 6 Installer's Name,Address,and Tel.No. �_ Designer's Name,Address and Tel.No. . V. �L ti L L e.t i y 90 AOILAG. „7 'S Y�� SO 7- Z Type of Building: Dwelling No.of Bedrooms Lot Size (03 2.60 sq.ft. Garbage Grinder( ) Other Type of Building EeS,+10"E7 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow to gallons per day. Calculated daily flow v gallons. Plan Date 1-1'"1 -01 Number of sheets. I Revision Date Title SiM PLAN FOPL ROD 4, CD1_LEEN Size of Septic Tank 15DD C.tA L • Type of S.A.S. Description of Soil 0-6 10 la 313 SAND; I-OAM 0 - t+S" to YR. 5�b SEtND� t.t�k�i i`� 4S 1v - .5 Y�, lol 3 Fi4,i,E S,kN0 Nature of Repairs or Alterations(Answer when applicable) 4 f. 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 p ace the system in operation until a Certifi- cate of Compliance has been . sued by this Board of Health. Signe Date 31 17 v ,pry Application Approved by 4/ Date Application Disapproved or the following re o s ' Permit No. ''- Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( V)/Repaired( )Upgraded( ) Abandoned( )by., 6 �/,4'c = S at ci,,- Gc/ to has been constructed in accordance with the provision o Title 5 and the for Disposal System Construction Permit No. ! i5d Installer Designer The issuan of this p It shall of be Z nstrued as a guarantee that the syste 1 funct'•rasa es ned. Date 7 /7 Di/ Inspector r v --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogaf * gtem Conztruction Permit Permission is hereby granted to Construct A( ""Re air( )Upgrade( )Abandon L ( ) System located at �y 11 (/O 'Tz`;'' KI 1 a. H 3 -(x lam' and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction mus be co pleted within three years of the date of this p f. r / Date: 7 f Approved by S� y , /ice a fgwp(,ry[r1Ti IG E!MWiG N10.VMI3:r MGISU. % EXISTING CONIOUR , /� y, T.NtEf TEE TU PAOJ[CT prowl 13%OVILET TCE MHM+1a•. / a•+ 17.f IMP OR MORI L**A,,VATER TEST 0-801 Fop Ep{IA,tL(11Y PROPOSED CONTOUR //•/ / P' V-wv"H r wo 1O G[ T Tp I'm IM ST rw sEEI. ® EXISTING DRMNAGF. CATCH BASIN / A M WLD a cPwpaR10 v RGi tD r OR S.M NJ11o+4 wv51 M PLACE, / Jf / lRtllO VR O'WERs 1D MiMM 7.OR GRACL MORTAR de11wEN5 M PLACE, PROPOSED WATER SERVICE ».� aw(vat:R w TAMN m R.MTN1N e•d ORA,K. �J •I. �-. 1G.s1vY ro H POUAII WASNEP J/t 10 1 1 tv VI 2'L I A E VJ FtASTGN{./A 1 .i O 7 ae, /1,a PNY,AIA(gL 3(4'w PR SGA,S'jL0K 9J 7ADI A[sdE lOC ARC ROVNO, �^ CAUTION: THIS IS A SITE PLAN A - CglTAtl ME itOARt+a wEAEM.cA AIL CADILLAC V '�1R 12.tl Aw OYERuC Is CAUEo ROR 9EEOW.i,lA NAT[AIAE FqR 0'ARWND AMO 2VHDI;RW3)iyApIM6 SURVEY, AND NOT A PROPERTY 1x 6 TO�&5�;WN TTo A�7 nM 0Mpc 1 c>n1+15.735(a)• LINE SURVEY BY THIS OFFICE. U� LOT LINES'SHOWN ARE APPROX-- 7 / p"� IMATE. ... 1/v/ a�\ 1E81 PcffORM DATE' A-Y 27.-'1 LOCUS 15 IN AN Ri" ZONING GISTkIC'T, \ "THES 0 Y: Ro,Cam-'9— Sw'twa,M+a I. `� ec.0 PEAL 5CP BY: Ea.md ei4h'(C I. ) AN AQUIFER PROTEC110N OVERLAY 1151RIC t, �, �"� RIOPOW ioa'eanw. 5091 RANG t2'-Oo'/anon{r-lop.) AND IS SUBJECT TO CONSTRUCTION LOT V`°� ., sar wR�cYpas,T). ,"OP w7..1a,+m comM« OPEN SPACE. � '.� _ eM n,�s octxtxXc MAph11REk twRoMxn mpray.a a.pPru YARDS OF: a-, FRONT YARD 30 E.aE c..:Mm bay'+w•w Aar < y, /63,2605. 6 , v'J-/ w•• ax.w RECNARccR��Ds SIDE YARD 15• � _�..- REAR YARD 15, IAA)(. BUILD HEIGHT OF 30' OR ry - 2 1/2 STORIES: MOCHEVER IS LESS. ACTUAL ZONING DETERMINATIONS MUST -,. TOP to tiAAa BE MADE BY TOWN ZONING OI"FICAI_. \\\ 6"5ta+e a< ,pactIt 'ttiav�•< 'T•.�e;i3_. 1 10.1' `� 'J $ $ q'�` t ..._.__pp•_...._"' 1 R"--13'•--'1 I_�.I•-.� 7,5 �'m Y DESIGN DATA - Z5 -• 1 e "� - d �_.._.".___.._ ..__._._.--- PCOAGWs: + EEACN AREA BLMCH NARK--i Of G Awlzcn �e.ec cA.cER. w •a''' 1 w _u1. as.,+�' SPME.A(.tA ASSIGNEE R[(AAHEP CAFAptT: AAO G%, VSt: A REGMARCER 3?V'S M11R t' TAwK. 1MK)CM 5TONE A- AROUND I- A 3A'-'t' I LCNC RY,7-A' 1v1DE Fly 2•VEEf' 7C! , 90T1OM N:ACW0 AREA: 421.3 9 EEA(M AKA. ((34.17'A 127J1) OPTION A: LA HM ARE. lob M' "5.1'+N.a7•)M 2'PL'I.R)) ki-A_ ¢ ON 1 REC No 3'RS VATM A'STCNE / p(.21 AdrY: M9 4RG ON 51VE5 AND 3'ON ENDS,FOR A (Ia71.O ♦1!4 4J%.7.UV/SF) %1f•-A•% DEEP ACIi AREA Cf' Il AREA w 576 D" ((SHOW 0N OR PUN) re- (fit s `��,•F Gay- 7D 6e S eLFC-46c TH 2 LOT 2 t BENCH NARK--TOP WOOD \� « STAKE 09.43 ASSIGNED SITE PLAN THIS PLAN 15 A VALID COPY ONLY if 11' BEARS FOR /, .f,.: ✓ l��\\\�� a„ '7Wxu AN ORIGINAL RED STAMP AND SIGNATURE, ROD T. & COLLEEN M. SRO O - � VV^ �• ._�___, � t�P(�,S �NMGRA, LOT 1, CEDAR STREET. (WEST) BARNS RG A AUGUST 11, 2000 SCALE: 4ft 35779 !\ � ''8 9fGI5T6P V l,Id'at65+0 pP RONALD J. CADILLAC, PIS, RS PROFESSIONAL LAND SURVEYOR 3 REGISTERED S, I_t 01 P.O. BOX 258 \S a7 A7eG WEST YARMOUTH. MIA 02673 (508) 775-9700 HEALTH AGENT APPROVAL DATE lC)2ODO BY R.J. CADILLAC ao,o `J DRIVEWAY 07A Ct,-.J ss-uveLr- LE See �` SROCZEN.DWG ` p L to. Jld�iiid]ii .39,5 t.LOCUS IS A.M.IN,POR11ON OF PARCEL 4. . - 2.ELEVATIONS SHOWN ARE ASSIGNED. TH 1 TEST HOLE LOCATION, NUMBER L3 3,LOCUS 15 IN FLOOD ZONE C ON FIRM DATED AUGUST 19,1985.OPEN SPACE92 .9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �� O. 4. ALL PIPES TO BE 4'SCH 40.AND PITCHED AT 1/4•PER FOOT.(UNLESS NOTED) . s MUNICIPAL WATER IS NOT AVAILABLE ] EXISTING CONTOUR 42. G COMPONENTS TO BE AASHTO H-10.UNLESS NOTED. �6 7.INLET TEE TO PROJECT DOWN IX.OUTLET TEE DOWN14". PROPOSED CONTOUR 433 '�' a IF TWO OR MORE LINES,WATER TEST O-BOX FOR EOUAL FLOW / ® EXISTING DRAINAGE CATCH BASIN ='� m D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. TO JI SA9 /' 4• 9.DEPTH OF COMPONENTS NOT TO EXCEED X.OR VENTING MUST BE PROVIDED. NOT E -W-- PROPOSED WATER SERVICE Sq. / BUILD UP COVERS TO WITHIN 1'OF CRADE. MORTAR CHIMNEYS 1N PLACE. Nr)E 6 SCALE 5 IP 7 39• ONE COVER OF TANK TO BE WITHIN 6'OF GRADE a6.9 Sd• OSo /� 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2"WITH 2"MIN. 1/8 TO 1/2'PEASTONE ON TO CAUTION: THIS IS A SITE PLAN s,.1 it.(CONTACT THE BOARD OF OR HE HEALTH.OR R.J.CADILLAC LS OFFERING FROM THE SOL LOG ARE FOUND. SURVEY, AND NOT A PROPERTY a 12.IF AN OVERDIG IS CALLED FOR BELOW.FILL MATERIAL FOR V AROUND AMID UNDER LEACHING LOCATION MAP IS 10 BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CAR 15.258(3). LINE SURVEY BY THIS OFFICE. g,A 61.3 13,ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE 1 LOT LINES SHOWN ARE APPROX- 6 (MATE. DEPTH(ladas) ELEV.040) -se.9 bry TEST HOLE DATE AprO 27, 2000 0 A Is3sr 101r 3/3 LOCUS IS IN AN RF ZONING DISTRICT, �rO op PERFORMED BY: Ron Cadillac• Soa EvatUotor e. sow d7,00m AN AQUIFER PROTECTION OVERLAY DISTRICT, fto WITNESSED BY. Edward Barry, Inspector B loser w r tsp PERC RATE: <2'-OCrAnch(C loyer) AND IS SUBJECT TO CONSTRUCTION LOT PROPOSED LOP FOUND. SOIL SURVEY(1993): Barn-Plymouth Complex °and, YARDS OF: OPEN SPACE 2 5&3 Invert 5&2s GEOLOGIC MAP(1986): sandwich mordne deposits 4r FRONT YARD 30' A C r7c C Ex1st,Cost Iron Invert 54.50 in SIDE YARD 15' �' 63,260±S•r• -56.7 •64.6 Use Gas Some RECHARGER 33O'S � REAR YARD 15' / / 0° 62e & 636 Pr c Myer zsy s/3 MAX. BUILD HEIGHT OF 30' OR S=1/4•/ft min. 9'min. cover 5313 me.eea 2 1/2 STORIES, WHICHEVER IS LESS d Sat 3/8"/tt TOP PEA aTONE ACTUAL ZONING DETERMINATIONS MUST +� s5s "•' "`3T "'t ass 1500 Gs°d° s-1/a•/re BE MADE BY TOWN ZONING OFFICAL ^ory"3y :` G 5'' 6zz invert Sa.7s --- 24" Or na wstr 43 ,yrN,yh"3 •54., k*� o A s.7 oDosed Invert 53.01 1n.ert 52.80 5.0' 16.65 �` 6" Stone or c -pact Proposed roposed I 10.1' TEST HOLE 2 h S7>n4� m 6 r �._20'--- 1 r-13•:1 lh?l 2'-{ DEPTH(Ind-) EV#-t) S7x0 t2_, °ca P. m Bottom THI.45.8 by«tolr 3/3 N'a Zc1 6b DESIGN DATA $ Bottom TH2-4a7 G' a wdrt s/s \1 ," 'O Q BEDROOMS. 4 LEACH AREA 00Adr .57 _ \* �p7 r+ _ BENCH MARK--TOP GALVANIZED GARBAGE GRINDER: No _ �'4 b 65.7 SPIKE - 66.14 ASSIGNED REQUIRED CAPACITY: 440 CPO USE 4 RECHARGER 330'S WITH 4' _ I`N 7.0 SEPTIC TANK: 1500 GAL. STONE ALL AROUND FOR A 34'-2" \�'( •k•••"'.-• ) BOTTOM LEACHING AREA: 421.3 SF LONG BY 12'-4" WIDE BY 2' DEEP �.] [(34.17•x 12.3S)) LEACH AREA. c I.)-25r 6/3 SIDE tFAC1aNG AREA 186 SF OP110N t0i0 aand •ss3 g7• - (2(12.3N+34.171)x 2'DEEP)] 'g �• •6Ss DESIGN CAPACITY: 449 CPO USE 6 RECHARGERS W11H 4' STONE i 421.3 SF+155 SF)%.74 GPO ^O � \ •65.6 [( � ON SIDES AND 3'ON ENDS. FOR A 44'-B" X 12'-4" X 2' DEEP LEACH 138' 40'7 �• 3 AREA m 576 GPD. (SHOWN ON PLAN) . 1.49.9 9.9 N 53. 9fl9 0� •S. ,500' O,o�q � 63 - 49 52.5 so.7 TH 2 e ° 4r pry ry� j 52.2 .83 �0 647 - J o •51.7 / S •45A 51.3 VL IS � se2 LOT 2 `4 \ 63A ' . .0 SI./ to � -1 �Q r 53.9 . \LA32 -SSe N • 4 '57s BENCH MARK--TOP W000 to ses sa 3 STAKE - 59.43 ASSIGNED 4946 =6 bb - \� 51 SITE PLAN \ \ 9152. �2 57A THIS PLAN IS A VALID COPY ONLY IF IT BEARS FOR �Q \k1.36 51 PROPOSED WELL AN ORIGINAL RED STAMP AND SIGNATURE. ROD T. & COLLEEN M. SROCZENSKI ' ►�,tk1GFAlI3�C ��p+OFMyo, LOT 1, CEDAR STREET, (WEST) BARNSTABLE, MA s2.o7 \ tp� \ 9\\�! S92x R. 5 � Ro tD AUGUST 11, 2000 SCALE: 1"=30' c #a s p#35779 \ 9` \ se AFG/STEP b <,y 'cfS9�0 0? A13 \yY 'rgNITARO �BURVEy RONALD J. CADILLAC, PLS, RS 378 _ I(_7 Q I PROFESSIONAL LAND SURVEYOR QL REGISTERED SANITARIAN 3$i\S s1• SD7 593 - P.O. BOX 258 \ 55 \\,?;• WEST YARMOUTH. MA 02673 SS \�. 7,8s9A (506) 775-9700 S&,7 HEALTH AGENT APPROVAL DATE PAGE 1 OF,1 sloe REV. 1/17/01--HOUSE FOOTPRINT& DRIVEWAY ©2000 BY R.J. CADILLAC A AIo CI' J J J J F FLl F P F cfwg":&..A� oFFic.6��Y�F� .. M617 6 e. &.01 --.r=L 1111 i { F © 4- ri \ / I',-, R 101-p" ,�-qu bl-pl ,��� I•�,-pr (D,-br I,tl-9r , 9. i F Ctl.a�•1 M O. 4 Ff E r O 3-6 5'a 3-f. �-- 5-e 5-fe 3'-v ►S-o 4-0 i 7 r9° • i - 35'-e i , C�nsLructiM� .���-���k-I Not1 /��I Kw�: ApmDvw Dv. DMWN*V •�� Scale a DAT.i -t�,-(�I rIQVYw y � Not . TO ' DMWI�O WMOiN Cl 0 Pd © O d-y n ' 44 NOTE vElul�( FouNDn,Tionl t�IMEf�o1�5 AAA CAWuy-( A.r-A06090 vbtl}oyJOrp— ► Rot For ConstrucUmb woe--zrt INot To Scale eCK•:Y V- 1 M�RDVlD lY: DR11WN lY 1 Dn,e: 2•Z�3-ol RGViwD OMWINO NWAOQR - A7 L J • - --I......-_...... ...__.._ .__..----....--- Toe of eouNu. r — — i ol`OP toP FnilrJo• B rzoR- I „ � I I � I �•F�r�y To 3 ea14o. 4&,&p 40 beg �ql�° I -�j�a b'�le• FoF aHIrIMC•( � I I�F-- n�->•oPoh - I I frYp, 0 cork,wuNc Waa.L- If--!fyF. g"K 10" GoI�L.FroTi1Je�•� I I Atw+ t'to aµ-laoop-,> I I II I L -- - - - -� r- - - - - - - - zoo. I i rb� I I I IL - - ---- - - — - - - - - - — — — -- - - - - -� L .._._. ws►u �► �j� wrrnovto 8r: m AVM or_ppj A oATn. Q�zS•pl p Fout jm-niot4 pL4tl oiyvn�ur�as {' '... I M .T.PIc� 1?c�oF cahlhT. ZXiO I�PRNTEP�i®100-c'. ►-�d(C: PI�oJInE t°MII�e+t � ��° Gras pww-op*4uTI►Jy O."4rop F4mfs To Ff-llola� A4,f+A-r frySN+rt9+-b� PIPP+PW I ub.Ftl-T rArfit. OWfi It-W"'POO d) Sul((ate R�49 �n IPtSU�h'(iot���,d.•r cis-+IJt.Fs . 2�C 11-IR�t� taa��sp • ly ' • 9� /,/r—�Ann UJILU I `2Xm aou.AR TiFb O Ib'a . I ( HIM] _ 1-Xs C)1*0 O.G. t sP PoeTE I I NIA&VFI- t7nTr} f-1oL�f - r�F�M � I • I - I fz-Iq I tE'-e I bo tiFRaEci M-°�JI o a'ae, I I 'I �Ra'. kffal+�c�!.rfi�p ulva. 2XIo.eI✓o�. f , rP� i ftua. T-I M"ovao w, ten: ¢-�.a.-a I.,m.o 2Xkr4:F(UDIj 016"oG• ils.' P�-YWann�t�sTµlrlq i � 1L-19 mT? WAuldliorl T`(VPG l}A I Wwsp 2ro P.w.o.o. 1 . Tor aP Pwkv W.�.t-(P.hlhrll�alvl�lcl (�r�Eiosrx� 1 I 3 j g- I . 1 1 Is I a�' tfWGT sgJE 6dTf+6 .or op Awxcczr- y o`• I k�l1�P�o�hlesrl.ljo Zx4 a141�.0lb'P,t� _. .l�.'P1.s+1fBp-P�W>eoTfFh1PR�! WW i I I Iwi uvvuW i I .....rnle10 io-•0.V ru �o rf®fir•o�. f--?'.A41-aP MAIM YJeufn rllT•l >'•x lel�Lo1,IG.. +�afr�lfst IT 4+clpf-1-144 e.i heMf+Rcq" �i.o�•1 tlwaoL 1aP PP.�-613 -_.7p LOF1G..4LI� 1 ��Q •101��110"►I�'N 1p,IL�Yi?Rl-�q liq =w r VATS: Avow Tld>0 e � Mai til Nnt1h� 'C^�^ See SROCZEN.DWG • L I ! bQ o i : J1S�i I. CATIONS p OWN ARE ASSIGNED 11L 4. TN / TEST HOLE LOCATION. NUMBER IP 3.LOCUS IS N FLOOD ZONE O ON D P OHED TAUGUST11C E rites 8.7 EXISTING do PROPOSED ELEVATIONS ('X' MARKS POINT) a 4. ALL PIPES m BE 4'SON 40.AND PITCHED AT 1/4'PER FOOT,(U1QE55 NOTED) 3� 41 OPEN SPACE a S.MUNICIPAL WATER IS NOT AVAIIAME / r6- EXISTING CONTOUR 7:7 S. COMPONENTS TO BE AASNTO N-10,UNLESS NOTED. 7.INLET TEE TO PROJECT DOWN Cr.OUTLET TEE DOWN 14% Ili PROPOSED CONTOUR •.a.a a 7 •5'.7 B,IF TWO O UNE%WATER TEST D-DOX FOR EOUAL FLOW / ® EXISTING DRAINAGE CATCH BASINa D-BOX EXIT PIPES To BE LEVEL FOR FIRST TWO FEET.R MORE NOT TO t ,p Se,y �, S.OEPTN OF COMPONENTS NOT TO EXCEED S.OR VENTING MUST BE PRONDEDS -W- PROPOSED WATER SERVICE BUILD UP COVERS TO W1IMN N V OF GRADE. MORTAR C66MNEVS PUCE. A7Li a SCALE 6A 13s9•s6 ONE COVER OF TANK TO BE WITHIN 6"OF°RAOE /�' 10. STONE TO BE DOUBLE WASNED 3/4 TO 1//r WAIN Y MN. IA TO 1/2•PEASIONE ON Je /P •s9.1 11.IF UNSUITABLE SOILS,OR SOILS Dif7:RNG FROM THE SOIL LOG ARE FOUND. CAUTION: THIS IS A SITE PLAN 4p 1z CONTACT AN THE Et6 CARD19 CALLEDOFFNEAL FOR KOlt BELOW.RA MATERIAL IFoa s ARouNo AM uNOEa LEAa+ LOCA110N MAP SURVEY, AND NOT A PROPERTY . IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR I L266(3). LINE SURVEY BY THIS OFFICE. ,,, 61.3 1.&ALL CONSTRUCTION TO MEET FIRE a AND LOCAL REGULATIONS. TEST NOTE 1 LOT LINES SHOWN ARE APPROX- IMATE. OEPTN(tedlesl DAV4490 Sa.9 0 56.6 LOCUS IS IN AN RF ZONING DISTRICT, i b^ TEST HOLE ME DATE: Aprn 27, 2000 "leylr 1o,a 3 4)' PERFORMED BY: Ron Cadillac.Sell Evaluator e. 4aner Team AN AQUIFER PROTECTION OVERLAY DISTRICT, ^ 59.o WITNESSED BY: Edward So7ry, Inspector �I PERO RATE: CZ-00•/inch(C loyer) B%-IV 0/4 AND IS SUBJECT TO CONSTRUCTION LOT t I PROPOSED TOP FOUND. SOIL SURVEY(1993} Bom-Plymouth Complex • W' YARDS OF: OPEN SPACE 2 tnwxt 55,25 GEOLOGIC MAP(1986): Sandwich moraine d4posits 4r FRONT YARD 30' s I East Gat Yon Isv4rt"SOI �, SIDE YARD 15, u 63,260±S,F. s67 / 64.6 am game I o WHO mr 6� REAR YARD 15' / / m° t 6ze •636 PO0es 5284 RECNARGER 330'S C Ieyw 2.ey 6/3 MAX. BUILD HEIGHT OF 30' OR �/ { S=1/4"/ft min. 9'min. corer 6 ss3 $=1 J/B"/tt TOP PEA STONE 2 1/2 STORIES, WHICHEVER IS LESS. •�' _.•- ••"'t Proposed st/4"/Gt ACTUAL ZONING DETERMINATIONS MUST A' 55.5 3/ "'' s. r 1500 Col. BE MADE BY TOWN ZONING OFFICAL 'h A 6' i bar I h wR 6a.76 --- 24" uz' no wetw 4" pryM4J O `a by •s1.e $ o g' I lnrert tiJ01 Invert z:80 1 to.t• 5.0• 16.a TEST HOLE 2 5 y a•. 6" Stone or c pdc! y 57,E T 6 20'- 1 I 1 S' t I't l 2-{ DEPTH(ades) uEV.p••O S7xO `z �5 SGA `� 62.9 C 1 r� I I<(� BoltOm Mt.4s.a a yyw tov 3/3 W w q GZ1� 00 E Bottom TN2w40.7 6• ion6r f DESIGN DATA 9 WWyrrr 4endy Idan5/6 BEOROOMS: 4 LEACH AREA •37.9 - •,..7 ?: BENCH MARK--TOP GALVANIZED GARBAGE GRINDER: No 4r 4IL4 • USE 4 RECHARGER 330'S WA1H 4' SPIKE �.66.14 ASSIGNED REOVIRFA CAPACITY: 44o CPD a N so. - 7,p 6s7 SEPTIC TAM(: 1500 GAL STONE ALL AROUND FOR A 34'-2" \V'( J) BOTTOM LEACHING AREA: 421.3 Sr LONG BY 12'-4" WIDE BY 2'DEEP J ((34.Ir X Tz33•)) LEACH AREA. a 1ere.9.6,6j3 •n.7 SIDE LEAC 4 AREA: 1e6 SF OPTION TN 91i4 S12 17, (2(12.33'+34.1r)x 2'OEEP)1 .9 ^ •Est DESIGN CAPACITY: 449 GPD USE 6 RECHARGERS WITH 4' STONE _ / ON SIDES AND 3'ON ENDS. FOR A \ 3 • 6S6 ((21.3 SF+ te6 s0 x.74 GPO/sr] 44'-8" X 12'-4' X 2' DEEP LEACH 136" 4aT 3 q� AREA w 576 GPD. (SHOWN ON PLAN) So 1 s 43. 5119 4P q, q .9 So.7 4P 7a.3 TH 2 'ey Mtiry"3 • A .43 �9.6 31.7 3 SC2 70 65.7 '.34 31.3 �1�dAy \ • Sat V LOT 2 - \. 63A •49.6^ SI./ O J \ r 519 ..9 N � m S36 57s BENCH MARK--TOP W000 1n se" STAKE w 59.43 ASSIGNED \\.p sea Soo N 3 , S.e, } � - \�\ 31. I SITE PLAN \ 01 z X Sz. THIS'PLAN IS A VALID COPY ONLY IF IT BEARS- FOR V N \''M S1O PROPOSED WELL AN ORIGINAL RED STAMP AND SIGNATURE. O ROD T. & COLLEEN Me SROCZENSKI � I sz.m 2w1'`NOFO '`"°`"' LOT 1, CEDAR STREET, (WEST) BARNSTABLE, MA • 3 R � RO ZD S J en AUGUST 11, 2000 SCALE: 1"=30' \ 9 \ 392 g k t 6 a o*3S779?� \ S9 6 A•ES S10 P 13 \77 ` 8 11/I7ARIAN �S��E`° RONALD J. CADILLAC, PLS, RS I Icq" - PROFESSIONAL LAND SURVEYOR $ REGISTERED SANITARIAN \ s�9(s's07 .593 P.O. BOX 258 63 � WEST YARMOUTH. MA 02673 \" \"S' 78 39.4 HEAL'il I AGENT APPROVAL DATE (508) 775-9700 sloe \� sa.7 REV. 1/17/Ot--HOUSE FOOTPRINT do DRIVEWAY ©2000 BY R.J. CADILLAC PAGE 1 OF,1 I +I lo_ EN.DWG 38.8 SROCZ'' �zo. LEGEND, 39.5 0'> 1. LOCUS IS A.M. 88, PORTION OF PARCEL 4, arP 2. ELEVATIONS SHOWN ARE ASSIGNED. r TH 1 TEST HOLE LOCATION, NUMBER / (.7 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985. h' EXISTING & PROPOSE@ ELEVATIONS 'X* MARKS POINT a 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) q/ x 9.5 ar 8.7 OPEN SPACE sxT 5. MUNICIPAL WATER IS NOT AVAILABLE. cdd, St. EXISTING CONTOUR to 6. COMPONENTS TO BE AASHTO H 10, UNLESS NOTED. ho 54.7 I r; 7. INLET TEE TO PRO,IEC't DOWN 13", -OUTLET TEE DOWN 14". �_ ---- PROPOSED CONTOUR 43,3.a f 52.7 m B. IF TWO OR MORE LINES, WATER TEST p-BOX FOR EQUAL FLOW SCALE EXISTING DRAINAGE CATCH BASIN 50.9 D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOT TO �6 S� 9. DEPTH OF COMPONENTS NOT TO EXCEED 3'. OR VENTING MUST BE PROVIDED. S VpP2 R)` EVwAA F�II VICE BUILD UP COVERS TO WITHIN V OF GRADE. 'MORTAR CHIMNEYS IN PLACE. Rye 8 SCA 46.9 °$ 1,S `Oc ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. /5 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP `•..",, 59.1 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, ^I�n CAUTION: THIS IS A SITE PLAN ``�� CONTACT THE BOARD OF HEALTH, OR 1R.J. CADILLAC MAPSURVEY, AND NOT A PROPERTY 12. IF AN OVERDIG IS CALLED FOR BELOW. FILL MATERIAL FOR 5' AROUND AND, UNDER LEACHING TCIOIN LOGA • 61.3 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 ''CMR 15.255(3,). =LINE SURVEY BY THIS 'OFFICE. 51.0 13. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE 'I LOT LINES SHOWN ARE APPROX- 6 1MATE. • 52.9 ''DEPTH ;{in,hes} ELEV.{feet} *oti TEST HOLE DATE: April '27, 2000 0 A'Icyvr 10yr 3/3 56'$ LOCUS IS IN AN R'F ZONING DISTRICT, ` �' �� PERFORMED BY' Ron Cadillac, Soil Evoluotor s. sandy loom AN AQUIFER PROTECTION OVERLAY DISTRICT, WITNESSED BY: Edward Barry, Inspector AND IS SUBJECT TO CONSTRUCTION P ROPOSEDOUND. PERC RATE: <��'°°"�ymoutncca'layer' `80�y1a°m�4 OPEN SPACE L J T 1 SOIL GEOLOGIC M P(198; Barn.-PI YARDS OF: GEa1 aGie MAP(198 ): Sandwich moraine deposits 42" 53.3 FRONT YARD 30' n Invert 54.351 ' 8 �3,260±S.F. ry 64,6 68"�SIDE YARD 5 56.7 163.6Use Gas Baffle� Invert 52.84 C RECHARGER 33t7S REAR YARD 15' " � 62'8 64 ProposedC layer 2,5y 6/3MAX. BUILD HEIGHT OF 30' OR � 9" min, cover " 53.3 fin* fund 2 1 2 STORIES, WHICHEVER IS LESS. hry h _ Proposed S=1 /ft � TOP PEA STONE i ACTUAL ZONING DETERMINATIONS MUST 55.8 /n y`°5.6 I 15,00 G al. S 1/2 /ft BE MADE BY TOWN ZONING OFFICAL. / Invert 54.so �24" , " no woier 45.$ :., : ... 55.7 � Proposed Invert 53A1 Invert 'S2.80 � ' 5.f•' S0 S TEST 1f'IOLE 2 a 54.4 I 6" Stone or cam act Proposed � 16.65 A� 66.a4 ( P p opose <Q / bid 1 63, I 1 1 N I , f ! pcS T_3r0' 16' 1 DEPTH (inches} ELEV.,fsetj jay ` �d 0 62.9 I I< I Bottom TH1=45.8 0 A i or�dt4 aom/3 5Y.2 66.4 rarD soa ro Bottom TH2=40.7 6 y DESIGN DATA ,A 5/6 7• BEDROOMS: 5 LEACH AREA B o dy1..M ? 57 c a rr' x s - BENCH MARK- TOP GALVANIZED GARBAGE GRINDER: NO 48.4 / 5911 5.7 $PIKE 66.14 ASSIGNED REQUIRED CAPACITY: 550 GPD USE 6 RECHARGERS WITH 4' STONE e8 `•., SEPTIC: TANK: 1500 GAL. ON .SIDES AND APPROXIMATELY 3 r \ BOTTOM LEACHING AREA: 550.8 SF STONE ON ENDS TO MAKE A 44'-$' 7'8' k \ � � ((44.67' X 12.33')) BY 12'-4" BY 2' DEEP LEACH AREA. C layer 2.5y 6/3 f 57.7 \ tcJ �H 1 56.957 5s.o SIDE LEACHING AREA: 228 SF tine sand 55,3 57.9 [2(12.33'+ 44.67') X 2' DEEP)] \ 3 52 DESIGN CAPACITY: 576 GPD .3 \ 57),0 65.6 [{550.8 SF 4- 2'28 SF) X .74 GPD/SF] law no woier 40.7 58.3 t ^5£C ORIV�A 49.8 1 PROP 3 C �p N _------e-.�• 56.9 57j�.Rs 63. • 49. • 507 52. TH 2 / h� 9.93 65.7 I 52.2 . 43.0 7 50.5 � �V 45.4 513 50.8 52.7 46. ye�1. 2 LOT -2 y i ^ • 63:4 t 40 \ • 49.6 Q 5.4 S . �� p � 0,0 .9 53.9 55.8 4, -;� 7- A 5.82 cp 57. � BENCH MARK--TOP WOOD �� • 52.6 54.3 STAKE = 59.43 ASSIGNED \ 49.86 Z„A 50.6 5 .0 SITE FLAN 52.. /512 57.4 THIS PLAN IS A VALID COPY ONLY IF IT BEARS FOR 0 51.0 �' PROPOSED WELL 7.1 AN {ORIGINAL RED STAMP AND SIGNATURE. 54. RODS T. & COLLEEN M. SROCZENSKI I.86 b o OF Miss' „i 5$ �yG LOT 1 , CEDAR STREET, (WEST) BARNSTA' BLE MA. o, f 8. N L R D „ , AUGUST 11 , 2000 SCALE: 1 =3a a o S � � y � a \ri-j�S`yy 59.2 �2 # 1060 C a #35779Cr o o �. 9\\ 5,8GISTS?- ! �ESS\d F' ry a.13 5�.77 EXISTING WELL s'INITA10, ��O suRVE�O ONALD J. CADILLAC9 PLS, RS 54.1 57.8 6 (( PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 5,9}\v�. 'S.0 • '59.3 P.O. Gk.JX wd 4 r. ' WEST YA��RMOUyTH. Iu+l�l/�'�/�02673 \ 55.60 �357,37 ..®.® r��'III� 7 P'�"'���!VV I. \ \\�r 8.2 \ 55.6 \' \ 57.8 59.4 REV. 6/11/01--MIRROR IMAGE OF HOUSE 58.47 REV. 3/12/01--NEW ROAD CBS HELD FOR ''LOT LINES. HEALTH AGENT APPROVAL DATE PACE 1 OF 1 �\ "�-�2000 BY R.J. CADILLAC • 57.68 REV. 1/17/01--HOUSE FOOTPRINT & DRIVEWAY I I