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0431 WILLOW STREET - Health
W7431 Willow• Streett Barnstable A = 131 - 001, s ;' i ILl f It r v u 1 cbl orl ;��. Comet y�„ r,,, tl r ��n CA f Cad S, `'�J Jq 3 1 N I TOWN OF BARNSTABLE LOCATION U 3 SEWAGE # f 0V_ !h ' VII.LA�E � �� s�9�� ASSESSOR S MAP & LOT sue- 3�a INSTALLER'S NAME&PHONE NO. Iz 11`S 63 ��cs Cc�SJ� �0a37 SEPTIC TANK CAPACITY �o 0 LEACHING FACILITY: (type) /- e4 S (size) 2 a X3a i NO.OF BEDROOMS - BUILDER OR OWNER PERMTTDATE: S �� /07 COMPLIANCE DATE: LO! ' Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ` . A ,1 � - f7 i- LOCATION SEWAGE PERMIT NO. ,. VILLAGE �s 944 INSTA LLER'S NAME & ADDRESS f /� �� Svc, BUILDER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED ��� f� � �Q ° � �� ���� �� r J '{ E _ _ __J TOWN OF BARNSTABLE x iq _ Yam/ LOCATION 4.) , SJ— SEWAGE# C r] — f�L VILLAGE G0 "rv'S ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY S —U LEACHING FACILITY: (type) (size) 30X 3 D NO.OF BEDR OMS OWNER �� �y PERMIT DATE: e S 'All® �"� COMPLIANCE DATE: ko!,> Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) _ � Feet FURNISHED BY c \ ` 7 CA No. " " 20 r` "0 Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pplication _for Yell Con.5truction permit Application is hereby made for a permit to Construct f), Alter( ), or Repair( an individual well at: 431 t3\ - oC)l p Location-Address Assessors Map and Parcel Owner 11 ` Address �)Jj kk A %%L Pt k,-k 211M 0(�—9,1Ay\4 " 02653 Installer-Driller Address Type of Building Dwelling ✓ Other-Type of Building No. of Persons Type of Well H" S(Aft 94 C Capacity 161 Purpose of Well �C;tyl� 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 b Zi �21 Date Application Approved By Date Application Disapproved for the following reasons: Date Permit No. W Issued Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed'A), Altered( ), or Repaired( ) by Installer has been installed in accordance with the provisions of the Town of Barnstab-lg Board of} alth Private Well Protection Regulation as described in the application for Well Construction Permit No. W)-04-0 Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector i No. 2c �-� ��� Fee BOARD OF HEALTH TOWN OF BARNSTABLE w 4 ZIpplicatiou _for Yell Cow5tructiou Permit Application is hereby made for permit to Construct' Alter( Repair(pp y p �(), or Re air an individual well at: Location-Address Assessors Map and Parcel 1 'CM 0.Sm r W101 \nl Mo W Sir. 'V 160-"V AAk. W 0 2.M Owner Address NSV,- ,X �&X\ 1)fAVnA 1NNL. Pb 6-k 2093 06-kAnt YM 0201 Installer-Driller Address Type of Building s Dwelling Other-Type of Building No. of Persons Type of Well 'I S CM4 y 44 e-t. Capacity Id kph- - Purpose of Well R�-A k 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. j Signed � � " ?�—.� dal 2-11202 t //1Date A4�Application Approved By Date Application Disapproved for the following reasons: Date �. Permit No. r � � Issued - - , Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed'(X), Altered( ), or Repaired( ) by ' Installer at IASI W i`\nu S� Y�l •P�,��R��i 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.l )02-1 0©9 Dated G —21 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 geU Cow5tructiou Permit 0 UJ 2 � —�b3 No. � Fee Permission is hereby granted to ! 7e..SV-Y-NO 4 V\11-kk OfAk'i'A 1Ynk Installer j .1 to Construct(X), Alter( ), or Repair( an individual well at: No. L1?ji \%\\(lo SA- Street as shown on the application for a Well Construction Permit No. Dad n C Date '� 1 Approved By RRER TO WITHIN 6' AND RISE TU FRI.GRADE OVER A-SON.40 PVC OBSERVATION PORT Or flNISI? RUtf: GRADE FINSH GRADE DRD"N Do.BO%=ypj,pi MSTALEO Ix ACI.URMNN wI1H 31 O' a 1NSi 4 FIRST 2'LNEI. I 5/8'PERFORAlI0N5 SPACED Al'6' CNN 152A0(I J) 6 NSIAlLED N ACCORMHI:E IN TFR FABRC MNAD 14O SON b ,7 cMR s.2m(B) F ,� !� m� -- E O-IDBU EQUAL DSTwBUR N UTCRAL BAC Fl - OAC LOPA1 __ ________ __ ___ _ NCSOENCE _ fir,Q,Y— EAC FILL I.t ns lDt 110582....:: 1 _ t2 ESl U Ie1tDt {/ 055.51 .: a:3 .3/ /2 DOUBLL SHED STONE -}- 10428 ' MNiMUbJ "' !... / 2j:•:: B 1 I �� �: 3/A /1 UOUBLE S LD 5 O L = 3'DROP flAFFLE I... ft . _ OF 3/4'CCMPACTEO CRUSHED sTcnE - ... .. - J n sT.,PeFn FARTH o � a4 TB n _ CD AciED EARTH;.,: TYPICAL DISTRIBUTION BOX DETAIL Imo_.—FIBER EARTN CPUSRCO BONE - UNES RSEO NOT ro SCAI E j 1500 GALLON SEPTIC TANK PROFILE IYPCA OSTq-IoN UNE PROFILE ESTIMATED SEASONAL HIGH WATER EL 75D TYPICAL FIELD-TON $ I'ROVICE 5 OUTLET DISTRIBUTION BO% (BASED ON BASS CS) b° !ISTALLEO ON LEVEL STABLE BASE. PROPOSED IS00 GW'LOA CONCRETE SEPTIC TANK INSTAL FIRST TW A HING FIELD DETAILS a D FEET 6 LENGTR:10'-B' D N:S._P. oEPM:s'-2• OF OtiDEl PIPES LEVEL. � MODEL Y 1500 H-tO SY ACM_PRECAST ORE01- MODEL N0.085(1110)BY ACME PRECAST OR EQUAL NOT ro SCALE R DESIGN CFRERIA ZONING A RESOURCE PROTECTION NOTES C ' 4 As•,Eisogs MAP,+.I11�Parcr.Dot _ (( OWNER OF RECORD: RY"ASTER T� yp5 Y'Yi J Y @ .. ... ... ADDRESS 4J1 WBLOIL'STREET,w.BARNSTABLE MA 02668 T $ __ .. SCNEOULE OFELEVA TIDNS .... ST PIT DATA I.t—s rs pOfiDEED'15DOro�,ooON,C(AREA OF bINIFW.ROOMYC)AS TE 3{j 9WRn - -THERE PRE NO SURFACE WATER SUPPLY OR GRAVEL PACKED WELLS WIIHN o i l }y .. .... .. ... .:: -4G0 ND TEBUTAP PUBUC WELLS WI MIN 250'% S d 8 rE 888 888 $ .TsT-r - - ANN: ., iITFECN Por aN AACR00 AATFR PROTECTION OVEBIAY OISnACT OR A ZDNf O woric mix, _ `s .. _. . ::... _.. GENERAL NOTES V .. : :.: .... E;w tys D.ErrvnsE N.TE srsrEu COMPONENTS AND CONSTRUCPON LEACNBJG SYSTEM DESIGN CRITERIA MEMOOS SHALL B£IN CCo DANCE wlnl n LE 5 01 RE Surf a ET CfMRONNE1TALCODEF ID ME RULES AND RECVUnONS OF'INC x• .._. EF - f To Sr RE LOCUS PLAN ....... E,,FB,(,.{PBBmIaTAANru TIE.: s MxAN _..... _ _ ..... .. .DF;1,AHD ME DISKII CN NEER.�PROVEp BY!M1£96W0 .44 9CAlE:t•=10Im 5 ...... .! ula TEM TP 1...... TP'2 J.USE.IN SCH M PVC PP11YG wf H WATFRDGt J01NfiRUNr.E55 OM�ERw15£ �" Q Ce .GPCVBF ... RriG,w sn5 .._ Imo 00 OTO' NJTEJ ON PUN AL PL YULLiEE PUCCD PACKED Fl BASE y _....... ......: o D .:. : a A RIM Cl-- READUENT sett s Or DFm:NED FOR 01. C i —1 ARM V OAMYSAND LOAMYS ND Ba a LGRINDER, "' - 5 : OB f0YR 69 OfiT 13 10 YR I.9 103 ! EUDADONE PROPERTY AND EXLSTING CON R.4 ON MIS P ARE B .... 8 -- J pRAORMED ALCUSi 5 D Pu Y N 5 fti MfiiN C.AbuP I :Met Mw tEAo- LOAMYSAND LOAWIViND y...... _ - .. ..'_iVf.LL SF BMK 0YR- B.I�10YR" CALL'OWSAFE' — HOURS—1 TO C 4M£GNG CONE CTIDN (%) ... F Ell ............ .............. .- O4 .,.PI PB*DI T YO AA.0 APPttCAO..0 a0_:CrEG,NCCLS.S'RY TO... \ ....... ...,,....... ....._.. .. ....... .. .. IF u L 5 N u m - �' LOAMY SAND 1 M9 LOAYYSAND FRON�c wAttRDGN*SEALS BY USE-R NOY SHRINK OAtl✓r Ai ALL HGNIS YR I.B f0YR" WHERE—EMER R LEAVE ANY CONCR1tt SIRUCNRES. q BARPS'PASTFIi ..... 10T) .:.�0 ... 103.0. (A) 43 WILLUN SiAEET `�♦ .. 3E REFER i0 511E-PUN FOR LOADING CAPAC?IE5 OF INpIVIDUPt SEPiIL O • ` . 'W.BVWESTABLE W 0288E .. S o U .... _ _ SYSIEv COMPONENTS. Q. .... •' PMCFL AFFA IA2 ACRES W BEIBAC ,/ / U \ 9.ALL STONE rO BE DOUBLE WASHED ANC FREE R DIRT.OUST aN0 RNR j. /RO USEU .';F - !0.ME CONTRACTOR IS RFBPONB BIE i0 RFPoRi MT DIBCREPANLIFS F'DUND IN IW qT Al SAND SITE cLVENGTIONS FAO._SE SHOWY ON ME P_TO ME OFSIR ` . ENR G(EACH NG PITS TJ df fO YR TYJ MSAND R :ABANDONED(SEE NOTE 14) ..' �PERC TEST 10 YF T/J t(.OHAN` TO EF l-I D W GA/ 1 D V.VOSGPIAC.DDEP ON S` 4 a LNr TO 1111:SITE,OR IArL.'NG PROPERLY INS'PECI OR PJMP MF SEPTIC TANK MAY EFFECT MF PROPER D.-No 1.OF MF IFACIDNG b'%JO lEa FIELD.._." PPoPoSED 500 y I` CPllO BC TAN C_S-1 INSPECT AND PUMP ME SEPRC TANK ONCE EVERY 2 g F p� lm t Ljl0. - :\ -J ${ \. ........ .......... .... .............. 1J.MI5 PLw 6 IN P..m tO AOEOWi£EY PRDNDE ME MFORNADON 3 q Y /.. �5 N CESSIRY rO UttK1T AND CONSMUCT ME PRONBEO SETFAGE DISPoSLL d } OD'. m0 :120 950 E Lai PURPoSEB WtESENiCD ON IAND../ro ID ND BC WCD FORANT'Col. / ""'- "' j`/�}/✓/\ T0./ ING Au EXIST SEFUC COANDN£NIS Yf4 B OUN D IN rUCC IN Al—CE WIM IIiIE 5,110 CM )R S-4 N .. iT0 ...... .. ._ \yl T,'�\ - 00 �f090 00 A 090 AREAS UNDER ME LEACHMG FIELD FOUND IC HAVE UNSUITABLE SOIL MUST IN 3f0 T BE 6 RESER+£ARG� �/ \ % REPLACED W?H TIRES SAND AS SPECTFlED CMR 13.255(..) / PROPOSED 0 LF*;/ �•`j.. '� .�, 0 I A....LOAMYSANO... LOAMY SAND (20'%45') OS RB 0 BO%' /'X \ �i.,' Se( I tO YR Iq fOTfi 121 fOYR K! IO1.B- I� 8 INSPECTION NOTES.. 5�`• \ •�� LOAMYSAND LOAMYSAND rNNLL CONSTRUCTION INSPECTION p{'Al:SYStEY COYPoNCNIS INCLUDING 10YR- 2B f 2 _RI ELEVATIONS aRE TO BE CONDIMTfO BY MC DESIGN EYCINEER AND ME __ IOBI .I C { ROaRP.OF NFN iH R MFlR REPRESENTATIVE PRrR To BAT,KFnllNf.SKRL 25 IS ME-PoNSIBIUTY OF ME COMRACiOR(5)TO M4NTAN UP TO DATE $j _C;___.___ LOAMY SAND AS-BUILT K UP OPAMNCS AND NOTES PREDDIARLY M A SURVEY FIELD L. / I I r�' to S0 f0 RW5 1000 .. MIEROOK MANIG ME No.,,—AND VEATIGN.LOCAnR OF AllrCS Ip - G �' 'A SYSTE CO PRENTS EO ESC AURA UP RANI CS D NO WILL - / EXISTING"TER R: ... .. RE it ZEO Sr Hf ENC EE O E RE ARaTIO OF B B PUNS 3- . SUPPLY WELL(TIP.) ........ .... ...._. ..... ..... ....... ��" '�,.... 13 / - VARIANCES .._ 'WB MSAND 10 IWANSTABLEBOM,LOCAL CODEWAIVERS .. yV M YRTIJ tOYR T/J .. .. x w C ES A. SAND Nrc°�+n mf.c. w PER TT M i SMMANCH LUPGR PROWSI " z , o / \ j': ...... 10W BB 6 1T 0 BT.0 NOREE ... OLA .. ... .... N>..m., �. ' GRAPHIC SCALE .._`.. "' �.6O,W' L g NOTE: r DEP VARIANCES .......... IE E%ISRNO FL0011 VIAN INCLUUEa \ m rP ';m .. ....w / n b IN VARIWCf APPI GT ON. Mp IN I.... .... � O .... .._ vti. f I PROPOSED M✓ �110 0' OBSERVATION PORT r' ✓ r > r EXISTING LEACHING PITS TO BE ABANDONED (SEE NOTE 14) 7 oo C I _.__ _ _ - l d PROPOSED 1,500 FIELD ti GALLON SEPTIC TANK 0 .off TP-3 TP- t Q 1709 27-0 '2 6 4' 125:.7' PROPOSED 5 OUT ~` `"' DISTRIBUTION BOX ~ �'� '� try �F/ l sry,r EXISTING W/ SUPPLY WEI 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: 431 WILLOW ST Please specify well type: _ Building Lot#: Assessor's Map#: Domestic 131 Assessor's Lot#: ZIP Code: Number Of Wells: 001 02668 City/Town: Well Location BARNSTABLE _ eSN -?'�P� S °�- In public right-of-way: GPS (7)Yes f^No North: West: 41.70262 70.38817 Subdivision/Property/Description: Mailing Address: W.click here if same as well location addres� Property Owner: Street Number: Street Name: BARRY AND DIEDRE PASTOR 431 WILLOW ST City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02668 Board of health permit obtained: t Yes t"`=Not Required Permit Number: Date Issued: W2021039 O6/29/2021 _— I Massachusetts Department of Environmental Protection ` Bureau of Resource Protection—Well Driller Program t' {/ Well Completion Reports(General) 3' 'ie Well Driller - General Well Form DRILLING METHOD Overburden Bedrock uger Choose Bedrock— WELL LOG OVERBURDEN LITHOLOGY From(ft) TOM Code Color Comment Drop in drill Extra fast or slow Loss or addition r stem drill rate of fluid 0 20 Sil Sand Brown (-Fast f Slow YES NC Loss Addition IL20 40 Siiry Sand Brown "� _� YES NO 'Fast Slow Loss Addition .......... _._. .. ..... ..--.. - t Fast(,-Slow 40 Fine To Coars—_ 60 e S 1 rBrown M "� YES NO Loss Addition 60 70 Fine To Coarse S`�� C Brown I � '°Fast t Slow LY5 NO Loss Addition YES NO (4 Fast C Slow , =Lossddit on 70 75—_ I Clay i l� Brown E= 75 90 Sand And Gravel',f Brown r t Fast( SlowLL01 5 YES NO Addition WELL LOG BEDROCK LITHOLOGY Drop in Extra fast or Loss or Visible Rust Extra From(ft) To(ft) Code Comment addition of Large drill stem slow drill rate fluid Staining Chips . ....... .. ...... .... ... ........ ........... ............... Choose Code ��W Yes, �Yes YES NO Fast S 1.low Loss Addition---] ADDITIONAL WELL INFORMATION �—l Developed Yes f No Disinfected I Yes C-No Total Well Depth 90 Depth to Bedrock Surface Seal Type (N'on�e racture Enhancement C`Yes [:W CASING r=Is Casing above ground? From To Type Thickness Diameter Drlveshoe LF= 86 Polyvinyl Chloride Schedule 40— r L Y a SCREEN ri No Screen From To Type Slot Size Diameter 88 90 Stainless Steel Well Point 3'T.; 0.010 WATER-BEARING ZONES DRY WELL) From To Yield(gpm) r Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) 144 1 90 12 PERMANENT PUMP(IF AVAILABLE) Pump Description Wire Constant Speed Horsepower Submersible 3/ Pump Intake Depth(ft) 85 € Nominal Pump Capacity(gpm) 10 ANNULAR SEAL/FILTER PACK From To Material 1 Weight Material 2 Weight Water Batches Method Of (gal) (count) Placement �� �� Choose Material �� Choose Material —� —Choose One— WELL TEST DATA Date Method Yield(gpm) Time Pumped Pumping Level(ft Time To Recover Recovery(ft (HH:MM) BGS) (HH:MM) BGS) 07/02/20211 Constant Rate Pump lj 112 01:30 46 00:01 WATER LEVEL Date Measured Static Depth BGS(ft) Flowing Rate(gpm) 07/02/2021 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. Supervising Driller DESMOND Monitoring[M] Signature III, Drillerl-OGAN SAGE Registration# 764 THOMAS,E DESMOND WELL Date Job Complete Firm DRILLING INC. Rig Permit# 0089 . 07/19/2021 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. I - ENVIROTECH LABORATORIES,INC. AM CERT. NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name: Desmond Well Drilling Location Address PO Box 2783 431 Willow St. Orleans, MA West Barnstable;MA 02653 Lab Number: DW-212994 Collected By: DWD Date Received: 07/02/21 Sample Type: Well Well Specs: New Well lovatlon Source 'ITitte,Collected Tt3tte Collected x Analysis Requested Units Recommended Limits-Analysis Result Method DateAnalyzed Analyzed By Total Coliform CFU/100mL 0 0,BG 0 SM9222B 07/02/2021 NB @ 1400 pH pH units 6.5-8 5 6.07 SM 4500-H-B 07/02/2021 SD . . ...... ... ... ..... ._ w_. _ . ........ — .._. Specific Conductancen umhos/cm 500 324 EPA 120.1 07/02/2021 SD Nitrite-N mg1L 1.00 <0.006 EPA 300.0- 07/02/2021 SD ........ .__ ..,.. — _ _, _ r_ . __., ......._.__.- Nitrate-N mg/L 10.0 2.10 EPA 300.6 07/02/2021 SD Sodium mg/L 20.0 46 EPA 200.7 07/0712021 KB Total Iron mg/L 0.3 <0.01 EPA 200.7 07/08/2021 KB .....: _......... .. ...... ........ . Manganese mg/L 0.05 0.007 EPA 200.7 07/08/12021 KB Comments: pH is below recommended limit and may have corrosive characteristics. Sodium level is not a health hazard. Ali samples were analyzed within the established 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 best of our knowledge. Water meets EPA standards and is suitable for drinking for parameters tested. - Date 7/8/2021 Ronald J.Saari Laboratory Director BRL=Below Reportable Limits 'See Attached Page 1 of 1 aCertiftcation is not available for this analyte for potable water samples.. ENVI OTECH LABORATORIES,I7VC 1tL9 CERT. NO.: '-MA 06.3 8 Jtut Sebastian Drive Unit 12 ;Sandwich,MA 0.2563 (508)888-6460 1-800-33.9-6460 FAX(508)888-6446 Client J't ame: Desmond Well Drilling Location ; Address: PO Box 2783 431 Willow St. Orleans, MA West Barnstable,MA 02653 Lab Ntimber: DW-212993 Collected By: DWD Date Received: 07/02/21 Sample Type: Well Pf ell Specs: New Well 1,axctattdn hS (freed3tcte f rallec tech fir e Ga l t t rl� '� Jrf t* ydA min an ewcra�ar � F rrM,p?x . *txm ,:mom v ^a t;'. A 0T102i2i a w Analvsis Requested Z/nits Rec«mtnended Limits itralvsis Result Method jDaie Ana4zedj Analyzed 4v Volatile Organic Compounds* ug/L See comment. 2.51 EPA 524.2 07/07/2021 NEC' Arsenic mgI 0.010 <0.0010 EPA 200.8 07/07l2021 BCL` Comments: 'Trace to low levels of chloroform are occasionally detected in ground water in coastline areas. All samples were analyzed within the established 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 best of our knowledge. t Date 7/12/2021 Ronald J.Saari Laboratory Director BRL=Beloit,Reportable Limits *`See Attached Page 1 of 1 oCertification is not available for this analyte for potable water samples.. New England Chromachem 6 Nichols Street Salem,MA 01970 978-744-6600 Sample_Information EPA Method 524.2 Rev 4.1 Volatile Organic Compounds in Water Lab ID: 107048 Client: Envirotech Laboratory,Inc. Client ID: DW=212993 State: Ll uid Date'Sampled: 07/02/21 Date Received: .07/07/21 Date Analyzed: 07/07/21 MCL Regulated VOC's Results ug/L): (ug/L), unregulated VOC's Results(ug/L) Benzene ND 5 Acetone' ND Carbon Tetrachloride ND . 5 Bromobenzene ND 1,1-Dichloroethens ND 7 Bromochloromethane , .... ' ND 1,2-Dichloroethane ND 5 Bromodichloromethane ND 1,2-Dichlorobenzene ND 600_ Bromoform ND Dichlorobenzene ND 5 Bromomethane ND Trchloroethene ND 5 2-Butanone ND 1,1,1-Trichloroethane ND 200 N-Butylbenzene.. -: ND Vinyl Chloride ND 2 Sec-But benzene. ND Chlorobenzene .. ND 100 Tert-But benzene ND cis-1,2-dichloroethene. ND . _ 70 Chloroethane 1 ND trans-1,2.-dichloroethene ND 100 Chloroform. 2.51 1,2-Dichloropropane ND 5 : Chloromethane ND Eth lbenzene ND ......700 ( 2-Chtorotoluene. ND Stwene..__ ND.... . 100 4-Chlorotoluene ND Tetrachloroethene ND. 5 Dibromochloromethane ND Toluene ND 1000 1,2-Dibromo-3-Chloro ropane ND Xylenes Total ND 10000 1,2-Dibromoethane ND. Methylene Chloride ..... ND. 5 Dibromomethane ND .1,2,4-Trichlorobenzene NO I 7Q 1,3-Dichlorobenzene ND 1,1,2-Trichloroethane., .. _ ND 5 Dichlorodifluoromethane ND 1,1-Dichloroethane ND *Acetone Detection Limit=10 ug/L 1,3 Dichloropropane ' ND ND=<Method Detection Limit 2,2-0chloropropane. ND NA=Not Analyzed 1,1-Dichloro ropene ND cis-1,3-Dichloro ropene ND trans-1,3-Dichloro ro ene. ND Hexachlorobuta..d(ene ND Isopropyl benzene ND P-1sopropyltoluene ND Methyl-tert-butyl ether ND Naphthalene ND N-Pro benzene ND 1,1,1,2-Tetrachloroethane ND 1,1,2,2-Tetrachloroethane ND 1,2,3-Trichlorobenzene ND Trichlorofluoromethane ND 1,2,3-Trichloropro ane ND ;1,2,4-Trimethylbenzene ND 1,3,5-Trimeth Ibenzene ND Surrogate Standard Recoveries Benzene-d6 94 MCL TTHM's=80 ug/L 4-Bromofluorobenzene 01 Method Detection Limit=0.5 ug/L 1,2-Dichlorobenzene-d4:' 105, <` Analysis performed per 310CMR42 Electronically signed and approved by Mr.Bruce A.Bornstein,Lab Director Date: 718/2021 No. Fee Fee /y V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS SAPplItation for Bispogal 6pstem Cunstrurtion Permit Application for a Permit to Construct Repair( U grade Abandon( ) El Complete System ❑Individual Components Location Address or Lot No.lgsl Wlt6LO KIT- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel - Installer's Name,Address,and Tel o. Designer's Name,Ad ess,and Tel.No rr . Type of Build' Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of'Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Q� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo of Health. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No: `7�' Date Issued ' L ' f • No.,�9 O/ 7 � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS �j (6,0, Aapplitation for Disposal *pstrm Construction 3permit 3 Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components n a Location Address or Lot No. 3� t-c7 O(,� S t� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel. o. Designer's Name,Add-ess,and Tel.No. 1-- - . s-rv�rxu) sods-GV�-99b Type of Buildin .. Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title ,r `c Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs,or Alterations(Answer when applicable) 1 QU 'Date last inspected: Agreement: i The undersigned agrees to&isur(�the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not.to place the system in operation until a Certificate of Compliance has been issued by this Bo of Health. Signed Date I I Y Application Approved by Date Application Disapproved by • Date for the following reasons Permit No. D 0 y `7 Date Issued ' L l ! -------------- .., -- ---------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS C- Certificate of Compliance �� THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( '�) Upgraded( ) Abandoned( )by Ht I� Q ILy 0 0,0 S C wC�Z at 1 4 3 W. ,`\o G7 CIT , W t has been constructed in accordance I with the provisions of Title 5 and the for Disposal System Construction Permit NqeP � dated )I Installer Z g.:Z"" Designer #bedrooms i ApprovedLe.sig flow ,/ gpd The issuance of t i p all no a construed as a guarantee that the systemfit ctt�n deli ed. Date L Inspector !' t r. rr v i ----------------------------------- ' No.�^/ T Fee /G THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS disposal *pstem Construction permit Permission is hereby granted to Construct( ) Re air(�J U rade( ) Abandon( ) System located at )�-f-3 Q t ' � (7 6 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 comp eted w hin three years of the date of this permit. Date I\I I Approved b 4F"SHE 7 Town of Barnstable HAM Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. January 11, 2007 Mr. Joe Henderson Horsley Witten Group, Inc. 90 Route 6A Sandwich, MA 02563 OR 6Uanance`s�Gcanted%431 yWillow Street, lNBa�nstable A131` 001 Dear Ms. Ojala, You are granted variances, on behalf of your client, Barry Paster, to construct a replacement onsite sewage disposal system at 431 Willow Street, West Barnstable, Massachusetts. The following variance is granted: - Section 397-2: To place the soil absorption system only 125.7 feet away from an onsite well, in lieu of the one—hundred fifty (150) feet minimum setback required by the local Board of Health Regulation. This variance is granted with the following conditions: (1) The applicant shall submit floor plans of the two buildings (house and barn) to the Board. (2) A monolithic septic tank shall be installed. (3) The existing septic system components shall be removed or disconnected and filled with clean sand. (4) No more than Qix (6) bedrooms maximum are authorized at this property. Dens, oms, offices, finished attics, sleeping lofts, and Q:WP/HendersonPasterWillowStreet07 similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (5) The septic system shall be installed in substantial conformance with engineered plans dated October 25, 20006. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated October 25, 2006. This variance is granted because the physical constraints at. the site severely restrict the location of the soil absorption system due to the size and configuration of the subject lot and due to the close proximity to neighboring wells in the area. The proposed plan appears to meet the maximum feasible compliance standards contained within the State Environmental Code, Title 5. Sin; rely yours, ; V�VayneA/liller, M.D. Chairman Q:WP/HendersonPasterWillowStreet07 C� ppIKE DATE: FEE: = BARNSTABLE, y MASS. 1639. `0� REC. BY A Town of Barnstable SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 431 Willow Street, W. Barnstable, MA 02668 Assessor's Map and Parcel Number: 131/001 Size of Lot: 1.82 acres (1.98 building acres) Wetlands Within 300 Ft. Yes Business Name: No X Subdivision Name: APPLICANT'S NAME: Horsley Witten Group, Inc. Phone (508) 833 6600 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Barry Paster Name: Joe Henderson Horsley Witten Group, nc. =i'a pp, Address: 431 Willow Street, W. Barnstable, MA 02668 Address: 90 Route 6A Sandwich, MA 025(fFf c�j cat C Phone: (508) 362-3699 Phone: (508) 833-6600 7 _c V VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space neede d) r Section 397-8 E (1) (f) A 24.3 ft. variance from the setback Itoa wellyt jSetback from well to leaching being requested. See attached letter facility. 150 ft. required, 125.7 ft. provided. NATURE OF WORK House Addition D ????? House Renovation D Repair of Failed Septic System D Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ _Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLK3\VARIREQ.DOC October 20, 2006 Tom McKean, Director Barnstable Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: 431 Willow Street Septic Upgrade—Variance Request Dear Mr. McKean: I have retained Horsley Witten Group to design a septic system upgrade and represent me at the November 7, 2006 Board of Health hearing in which I am requesting a variance of 24.3 feet from the required 150 foot setback to our drinking water supply well. ABarry me at (508) 362-3699 if you require additional information or have any questions. , s er 431 Willow Street W. 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" gWAR P F»;: ur'`7 a '.tom.-'�' :1 {{ •iSTh' w�,1t .; ! ..+,. � 4 . 77 � 1 , , a �.pp""�_. �� •.i,2� .,�r n � Yy,Li,- F � i ' E r b .�,:la t�� ;f�" • 04, yt. .. a u!F � .-y. �b�•r°�a"r a S Horsley Witten Group 90 Route 6A Sandwich MA, 02563 (508) 833 — 6600 TO: The Abutters of 431 Willow Street, W. Barnstable, MA,Assessor's Map 131, Parcel 001 SUBJECT: Notification of a Request for a Variance. TO WHOM IT MAY CONCERN, In accordance with State Law;310 CMR 15.00,The State Environmental Code,and the Town of Barnstable Board of Health, you are hereby notified that a Variance Request Form has been filed with the Barnstable Board of Health by the owners described above,regarding the subject septic system upgrade.Additional details follow: APPLICANTS: Barry&Deirdre Paster ADDRESS: 431 Willow Street, W. Barnstable,MA 02668 PROJECT LOCATION: a. 431 Willow Street, W. Barnstable, MA 02668 b. Assessor's Map 131,Parcel 001 PROJECT DESCRIPTION:The project is necessary for the upgrade of an existing septic system.The variance being requested is from the Barnstable Board of Health Regulations, Section 397-8 E(1)(f). APPLICANTS'AGENT: Horsley Witten Group, Inc. PUBLIC HEARING: Tuesday Afternoon,November 7, 2006 3:00 PM LOCATION: Town Hall, Selectman Conference Room, 367 Main Street,Hyannis,MA Plans for this project describing the proposed activity are on file with the Barnstable Board of Health. Sincerely, Joe Henderson,P.E. Civil Engineer jr1orsley Witten Group Sustainable Environmental Solutions 90 Route 6A Sandwich,MA • 02563 Tek 508-833-6600 • Fax:508-833-3150 www.horsleywitten.com Letter of Transmittal TO: Tom McKean, Director DATE; 10/25/06 JOB NO. 6090 Barnstable Health Division RE: 431 Willow Street, W. Barnstable 200 Main Street Hyannis, MA 02601 WE ARE SENDING YOU: Via: Hand delivery THE FOLLOWING: X Report Prints X Plans _ Shop Drawings Specifications Copies X Check Contract Documents 4 copies—submittal letter 4 copies—variance request form 4 copies—design plan 4 copies—labeled dimensional floor plan 4 copies—site photos 4 copies abutter notification letter 4 copies—authorization letter Check for$85.00 REMARKS: Tom, Attached is the variance request submittal for 431 Willow Street. Please call if you have any questions. COPY TO: SIGNED: Joe Henderson HIors e mitten Gr'oup Sustainable Environmental Solutions l 90 Route 6A Sandwich MA -'• 02563 October 25, 2006 Phone-508 833-6600 • Fax 508-833-3150 www.horsleyMtten.corn Tom McKean,Director ; c Barnstable Board of Health Town of Barnstable . 200 Main Street ,. .. ' -Hyannis;,MA 02601 ` -Re:. Septic Upgrade-431 Willow Street, W.Barnstable Dear Mr.McKean: Please find enclosed the,variance application'for the septic system upgrade at'the location;referenced above. The existing non conforming system will be replaced with a Title,5 compliant system that 'incorporates the-future expansion of the existing 3 bedroom,residence t -.a.6 bedroom.;residence: A new 1,500 gallon,.septic tank,'distribution box and leaching field is proposed'to:treat the.660,gpd design ' flow. The residence is:served by an onsite.water supplyw.ell and meets the nitrogen"load'irig�limitation -requirements of,310 CMR 15.214•.(2). A variance from the setback to a�waier supply well;section 397=8 E�(1.)(f),of the.Board-of Health ` regulations is.being requested.'The regulation requires -150.foot'separation from-a water supply well to the'leaching facility:.`As designed;the system.mill,provide 125.7 foof.separation from the residences water supply well to the proposed leaching facility;,requiring a 24.3.foot variance. Based on:groundwater contours, groundwater-is flowing-to the north,directing effluent from,the,leaching bed away from the water supply well as,shown on'the design plan:--Additionally,the proposed system:upgrade'islocated further away from the..water supply.well than.the-existing.system, providing'a greater degree of environmentalprotection. .The variance also allows the system to be,designed to flow,by gravity, eliminating the extra cost of designing and constructing a pressure dosed system.. Please let me know if you'have any questions or comments. Thank you very much for your consideration: Sincerely,.'. HORSLEY WITTEN GROUP,,INC. ; o�. { P.(Tom)Lee, P.E. _ Senior Project Manager,,Engineering:, _ Attachment r Sandwich Boston _ Providence Smart Growth Integrated Water Management.- Wastewater Management Stormwater Management Civil&Environmental Engineering •Wetlands Assessment Hydrogeology 8 Water Supply Coastal Management:• Site Assessment&Remediation Land Use Planning Giaphic Services Education'&Outreach k3 rLn OAVALM D 11 ' — C 1 1iJA � m �. • 5_ � rq r-1 OFFICIAL USE r` Postage $ r-q /'V CerNfled Fee 0 C3 Return Reciept Fee Postmark t3 (Endorsement Required) Here O Restricted Delivery Fee „p (Endorsement Required) r-R r=1 Total POsf—A P-An .� C3 Sent To o Gary S. Brewer r- sneeti ------- ------- Ai 11 Glover Avenue or PO So c�,srat Hull, MA 02045 ------ I ! r _ Certified Mail Provides: o A mailing receipt asianab zooz ) eunP'0096 w,o.4 Sd o A unique identifier for your mailpiege n A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. e Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified iMail. 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Internet access to delivery information is not available on mail addressed to APOs and FPOs. ;ry SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELNERY ■ Complete items 1,2,and 3.Also complete` A. Sig ur item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse ssee. so that we can return the card to you. R ' ed by tt-.-Aame) C. ;e of €livery ■ Attach this card to the back of the mailpiece, G7(lz C,,4sY � or on the front if space permits. 7� D. Is delivery address different from item 1'� ❑ ,es 1. Article Addressed to: If YES,enter delivery address below: ❑No I Gary S. Brewer 11 Glover Avenue Hull, MA 02045 3. Se ceType t Certified Mail ❑ press-Mail ❑Registered Retum Receipt for Merchandise ❑Insured Mail ❑C.O.D. ,0 o 4. Restricted Delivery?(Extra Fee) ❑Yes z` Article Number ' f E7 0 0 4 i 116 0 l 0 0 01 114 711 136511 (Transfer from service labeo 'r PS Form 3811;February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First Class Mail Postage 8 Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Horsley Witten Group, Inc. i 90 Route 6A, Unit#1 Sandwich,MA 02563 I EI ++iitt E ii Jill III liIllidIli illhillIliI Mill 1)1101dill11)111llifilN CO Ln OMM rq raOFFICIAL US, E . N 1( Postage $ r•-1 a Certified Fee 0 Postmark a Retum Reciept Fee Here (Endorsement Required) C3 Restricted Delivery Fee (Endorsement Required) Total Postago-A a e.- @ -- --�- —- � t O Sent To o Susan E. Parker r%- sneer,AWf fi,� PO Box 723 or PO Box No,W. 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For valuables,please consider Insured or Registered Mail. ® For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 0811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a LISPS®postmark on your Certified Mail receipt is required. ® For an additional fee, delivery. may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement Restricted-Delivery". w If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION.ON'DELIVERY ■ Compiet'e-items 1,2,and 3.Also complete A. Si re item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse �. ❑Addressee so that we can return the card to you. B. Received by(P ted a e) Q Date of Delivery ■ Attach this card to the back of the mailpiece, 0- or on the front if space permits. D. Is delivery address different m item 17 ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Susan E. Parker PO Box 723 W. Barnstable, MA 02668 .'t 3. Se ice Type Certified Mail ❑ press Mail ❑Registered Retum Receipt for Merchandise ❑Insured Mail ❑C.O.D. © 4. Restricted Delivery?(Extra Fee) ❑Yes 2 Article Number (transfer from service label) 7 0 0, 7'16 0 0 0 01,�4 7A 1 1'3 5 8 PS Form 3811,February 2004 Domestic Return Receipt` =1540 UNITED AIM 21 '�t'.1 f...:!x?",�;�°.?'• :•. '�ig''!�. E yv e4..,,� it • Sender: Please print your name, address, and ZIP+4 in this box • Horsley`mitten Group, Inc. 90 Route 6A, Unit#1 Sandwich,IAA 02563 Ili till Mill l.tli1ltt11i1ltlttillitlltttiii!lltlli I N D fffflM _ C13 co OFFICIAL USE aDPostage $ "D 0 Certified Fee 0 E3 Postmark Return Reclept Fee (Endorsement Required) Here C3 Restricted Delivery Fee rl (Endorsement Required) f1J Total Postage 8 Fees_A _ tv ,Robert V&Joan M Leeman TRS C3 sentro Leeman Realty Trust r- -str 1-4;'20 Oar&Line Road or PO Box CHY5§gii,Plymouth, MA 02360 Certified Mail Provides: ass w zo ssszo� o A mailing receipt (asi-ea)zooz eunr'ooas wjodi Sd o A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years Important Reminders: e Certified Mail may ONLY be combined with First-Class Maile or Priority Mail®. e Certified Mail is notavailable for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". . . o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. I SENDER:COMPLETE THIS SECTION COMPLETETHIS SECTION ON DELIVERY ■ Complete itc ms 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is'desired. y� ❑Agent ■ Print your name and address on the reverse MLAddressee so that we can return fhe card to you. B. Received by(Printed Name) C. oat of DeP ery ■ Attach this card to the back of the mailpiece, /jr (/L lfi��.. or on the front if,space permits. v D. Is delivery address different from item 1? Ye 1. Article Addressed to: If YES,enter delivery address below: ❑No [20 obert V&Joan M Leeman TRS eeman Realty Trust Oar&Lin;?;,,Road lymouth, " 02330 —' 3. y ce Type Ser Certified Mail ❑Ex ress Mail [3 Registered f .tum Receipt for Merchandise ❑Insured Mail ❑C.O.D. LQ 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number II ; (transfer from service IabeQ 1 =:' _.' 7002 2 410 0006 0 2 8 3 8 0 7 4 PS Form 3811;February 2004 Domestic Return'Receipt 102595-02-M-1540. UNITED STATES LL """" . ems• . ,�. it A g es jai I • Sender: Please print your name, address, and ZIP+4 in this box • I I I Rorsg oy Wi ten Group, Inc. C'"'. 90 Route 6A, Unit#1 0Sandwich,NIA 02563 f '%F . Iii:Ffff1?�ill Y vib.? ?W Jill iili l"i i ?F?Fd?ta�eliedp �r p. . .A cc m .21 OFFICIAL USE o p P,stege $ •0Certified Fee C3 C3 Return Rat Fee P Hererk O (Endorsement Required) Here O Restricted Delivery Fee a (Endorsement Required) S rU Total Postage&Fees_ s_-- nJ Sent To o Kara M Et Al Peterson r` e� L N° 448 Willow Street i or PO Box No. city 21, W Barnstable, MA 02668ONNE A :rr Certified Mail Provides: assG WO-sseaoi. o A mailing receipt (0-9y)ZOOZ eunr'oose wicy Sd a A unique identifier for your mailpiece is A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Maile or Priority Maile. o Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. n For an additional fee,a Return Receipt may be requested to.provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addresses or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. Ln _UD � E3 O Postage $ `0 0 certified Fee Ratum Receipt Fee PoHSLerreark (Endorsement Requlred) M Restricted Delivery Fee rl (Endorsement Required) nJ Total Postr__e_�___ _a•-_- -- - M _ E3 nrrn Hugh F Sweeney r- 3veer,Jip>: PO Box 118 " or PO Box I ..-----. E Sandwich, MA 02537 cros sraae,. Certified Mail Provides: o A mailing receipt (—e^eN)zooz eunr'ooss uuoj Sd o A unique identifier for your mailpiece a A record of delivery kept by the Postal Service for two years Important Reminders: e Certified Mail may ONLY be combined with First-Class Maile or Priority Mail®. e Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Retum Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPSe postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post-office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present It when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. . I - SEND LR: COMPLETE THIS SECTION COMPLETE TH15 SECTION ON LOELIVERY ■ Complete-items 1,2,and 3.Also domplete item 4 if Restricted Delivery is desired:- ■ Print your name and address on the reverse ress e so that we can return the card to you. B. R ceive I by(Printed Nampjl C. Date of D ry s Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? 1. Article Addressed to: If YES,enter delivery address below: ❑ o Hugh F Sweeney PO Box 118 E Sandwich, MA 02537 3. Se ce Type Certified Mail ❑ press Mail. ❑Registered Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. go 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7GO4 12`57;0 s0006 €0654 4;1 45 (Transfer from service fabeq. �� ; - PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-154o f UNITED STAT 9ft a$s'rolai4x�sv "` +R 3�.."h <+'�� _ "1.}� _" Lflt,1' •. � �ph+nn P'Gl l l 11l,I Y• aR �O Nf "tF(a:4r • Sender: Please print your name, address, and ZIP+4 in this box • Horsley Witten Group, Inc. 90 Route 6A, Unit#I Sandwich,NU 02563 lr,:::f:;:I�r,i����:;��►i�:�:.:,�lr=l� :I:�f.�lr+�:z���►;�= i: Ul OFFICIAL USE I' Postage $ 0 �0 Cerd ied Fee � O Retum Rwelpt Fee Postmark Here (Endorsement Required) O ResMct�Delivery Fee r-1 (F.dorseme t Required) u") rt I Total Pr -------e. - -—_ — - — 0 0)onald &Edith Johnson /O Edith Johnson Mukkala p ''O Box 501 I c7y s�IVest Barnstable, MA 02668 I N Certified Mai!Provides: le�aAadl z euni Dose W�o�sd a A mailing receipt n A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Malta or Priority Malta. n Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail n For an additional fee,a Return Receipt may be requested to provide proof of j delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3e11)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted-Delivery". o if a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. SECTION COMPLETE THIS SECTION ON DELIVERY SENDER: COIWPFLETE THIS ■ Complete items 1,•2,and 3.Also complete A. Sig It item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. edit d nted Name) C. ate of Delivery ■ Attach this card to the back of the mail piece, tI I /0,. or on the front if space permits. �n4 D. Is delivery address different from item 1? ❑ s 1. Article Addressed to: If YES,enter delivery address below: ❑No Donald & Edith Johnson CIO Edith Johnson Mukl(tIa-, PO Box 501 3. S ice Type M West Barnstable, 10 Certified Mail ❑ press Mail El Registered Return Receipt for Merchandise // ❑Insured Mail ❑C.O.D. Y 0 to 4. Restricted Delivery?(Extra Fee) ❑Yes M 2. Article Number (transfer from service label) '• 7 0 0 4. 2 510 : 0 p0 6 0 6 5 4 4 3 6 7= I PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 1 UNITED SrA 'AF s s�b9e x ••... 1 • Sender: Please print your name, address, and ZIP+4 in this box • Horsley Wi ten Group,Inc® 90 Route 6A, Unit#1 Sandwich,MA 02563 I I }}j 44 { i j jj jj { t}j !! ft I :.r�::irsZ 'FC.rjr31. 1��1!!l1�111�1�1l�llFi1� 1111111111 111 1111 Id 1a11 IIM f-I sit III ` a . p I M tr. • . . .• , ,. u1OFFICIAL USE Postage $ C3 �y�D Certified Fee p Return Receipt Fee PoHeenreark (Endorsement Required) O Restricted Delivery Fee � (Endorsement Required) ru Total Poet— O sent o O 34}eet.._; _. orPo homas Warren Kennedy shy �i71 Willow Street I N Barnstable, MA 02668 Certified Mail Provides: �. - o A mailing receipt (e—ey)zooz eunr'ooes-0=l Sd o A unique identifier for your mailpiece n A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. e For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duped to return receipt,a USPS®postmark on your Certified Mail receipt is n For an additional fee, delivery may be,restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted-Delivery".- . o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. SENDER: COMPLETE THIS SECTION. . COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete° e item 4 if Restricted.Delivery is desired. X Agent ■ Print your name and address-on the reverse ❑Addressee so that we can return the card to you. B. Received by(Print Na C. Date of Deliv lle Attach this card to the back of the mailpiece, I p"?I`O or on the front if space-permits. D. Is delivery address different from item 1? ❑Yes 1, Article Addressed to: If YES,enter delivery address below: ❑No Thomas Warren Kennedy 571 Willow Street 3. Se ice Type W Barnstable, MA 02668 3 Certified Mail ❑ press Mail ❑Registered Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Articlefr 7004; 2510r.0006 0654 (Transfer fromrom service label) ' '� 14 3 5 0 j PS Form 3811,,February 2004 Domestic Return Receipt 102595-02-M-1540 d J UNITED STATES V �. Fire t t" rta SCE: RI. C � 21 OCT 2006 G o • Sender: Please print your name, address, aFWMPMM"'M — Horsley Witten Group, Inc. I - 90 ]Route 6A, Unit#1 M Sandwich,IIA 02563 1'�Iff 11111111111 111f t'1111111 ! M fit 111-11r 1 IJ m p = mLn .. • Ln • •OFFICIAL m � /y� In l�� Postage $ ' 3 p O O Certified Fee �( t3 Postmark p Return Receipt Fee Here (Endorsement Required) M Restricted Delivery Fee � (Endorsement Required) rU Total Postage&.Fear O 3ent o O PO B r���Wllilliam K III and Diana L Joyce" � or ox No. wAl Rose Hill Road T- N Barnstable, MA 02668 :rr Certified Mail Provides: eAaH)apoleunr'o06e uuoj Sd a A mailing receipt a A unique identifier for your mailpiece a A record of delivery kept by the Postal Service for two years Important Reminders: a Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail& o Certified Mail is not available for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. a For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted-Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. "- . S�N&ER: c6M;-LETE.TH1S SECTION COMPLETETHIS SECTION ON DELIVERY ■ Complete-items 1,2,and 3.Also complete. A si n re item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. eceived Printed Name) C. Date pf Delivery o Attach this card to the back of the mailpiece, , �' lap i or on the front if space permits. D. Is delivery address different from item 1? Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No I 1R;illi;,r�1 l�: III .tr1a hi;;��;, L.jo�'Co �� I 31 Pri'3 . Flill I czd I W Barnstable, AAA U2663 `3. Serve _ / 1 Certified Mail ress Mail ❑Registered Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee). ❑Yes 2. Article Number (T #1...,,i1illi...lr i.,i..i�.4,4�41i> : i1,4�i,.��A�i11�� 4 4343 (Transfer-from service lab PS Form 3811,February 2004 Domestic Return Receipt 102595-02=M-1540 1 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIPf4 in this box • Horsley Witten Group, Inc. 90,Route 6A, Unit#1 Sfindwnck IAA 02563 . t Horsley Witten Group 90 Route 6A Sandwich MA, 02563 c _ (508) 833 - 6600 TO: The Abutters of 431 Willow Street, W. Barnstable, MA, Assessor's Map 131, Parcel 001 SUBJECT:Notification of a Request for a Variance. TO.WHOM IT MAY CONCERN, In accordance with State Law;310 CMR 15.00,The State Environmental Code,and the Town of Barnstable Board of Health, you are hereby notified that a Variance Request Form has been filed with the Barnstable Board of Health by the owners described above,regarding the subject septic system upgrade.Additional details follow: APPLICANTS: Barry&Deirdre Paster ADDRESS: 431 Willow Street, W. Barnstable, MA 02668 PROJECT LOCATION: a. 431 Willow Street, W. Barnstable, MA 02668 b. Assessor's Map 131, Parcel 001 PROJECT DESCRIPTION:The project is necessary for the.upgrade of an existing septic system:The variance being requested is from the Barnstable Board of Health Regulations, Section 397-8 E(1)(f). APPLICANTS'AGENT: Horsley Witten Group, Inc. PUBLIC HEARING: Tuesday Afternoon,November 7, 2006 3:00 PM LOCATION: Town Hall, Selectman Conference Room,367 Main Street, Hyannis, MA Plans for this project describing the proposed activity are on file with the Barnstable Board of Health. Si cerely, Joe Henderson,P.E. Civil Engineer n Map & Parcel 131059 V Location 205 CEDAR STREET Acreage 1.02 acres Current Owner Mailing Address BREWER, GARY S 11 GLOVER AVE HULL, MA 02045 Map &Parcel 131017 Location 395 WILLOW STREET Acreage 1.16 acres Current Owner Current Owner Mailing Address PARKER, SUSAN E P O BOX 723 W BARNSTABLE, MA 02668 Map & Parcel 130007 Location 168 CEDAR STREET Acreage 1.18 acres Current Owner Mailing Address LEEMAN, ROBERT V &JOAN M TRS LEEMAN REALTY TRUST 20 OAR& LINE RD PLYMOUTH, MA 02360 Map & Parcel 130024 Location 448 WILLOW STREET Acreage 0.97 acres Current Owner Mailing Address PETERSON, KARA M ET AL 448 WILLOW ST W BARNSTABLE, MA 02668 Map &Parcel 130005 Location 449 WILLOW STREET Acreage 0.98 acres Current Owner Mailing Address SWEENEY, HUGH F POBOX 118 E SANDWICH, MA 02537 v Map & Parcel 130003 Location 495 WILLOW STREET Acreage 2.70 acres Current Owner Mailing Address ' JOHNSON, EDITH E & DONALD C/O MUKKALA, EDITH JOHNSON PO BOX 501 WEST BARNSTABLE, MA 02668 Map & Parcel 130033 Location 571 WILLOW STREET Acreage 4.52 acres Current Owner Mailing Address KENNEDY, THOMAS WARREN 571 WILLOW STREET W BARNSTABLE, MA 02668 Map& Parcel 131060002 Location 31 ROSE HILL Acreage 1.71 acres Current Owner Mailing Address JOYCE, WILLIAM K III &DIANA L 31 ROSE HILL RD W BARNSTABLE, MA 02�668 �35 Town of Barnstable * BARNSTABLE, "A i639. Board of Health 9• ATfO MA'1 A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. REVISED March 26, 2007 Mr. Joe Henderson Horsley Witten Group, Inc. 90 Route 6A Sandwich, MA 02563 RE: Variances Granted/ 431 Willow Street, W. Barnstable A= 131-001 Dear Ms. 0'1ala You are granted variances, on behalf of your client, Barry Paster, to construct a replacement onsite sewage disposal system at 431 Willow Street, West Barnstable, Massachusetts. The following variance is granted: Section 397-2: To place the soil absorption system only 125.7 feet away from an onsite well, in lieu of the one—hundred fifty (150) feet minimum setback required by the local Board of Health Regulation. This variance is granted with the following conditions: (1) The applicant shall submit floor plans of the two buildings (house and barn) to the Board. (2) A monolithic septic tank shall be installed. (3) The existing septic system components shall be removed or disconnected and filled with clean sand. Q:WP/HendersonPast6rWillowStreet07 Nov 7,2006 BOH Meeting (4) No more than five (5) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (5) The septic system shall be installed in substantial conformance with engineered plans dated October 25, 20006. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated October 25, 2006. This variance is granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the size and configuration of the subject lot and due to the close proximity to neighboring wells in the area. The proposed plan appears to meet the maximum feasible compliance standards contained within the State Environmental Code, Title 5. Sincerely yours, Wayne Miller, M.D. Chairman Q:WP/HendersonPasterWillowStreet07 Nov 7,2006 BOH Meeting Town of Barnstable Regulatory Services Thomas F. (sailer,Director '"M g Public Health Division '°ram tote° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 i Office:.508-862-4644 Fax: 508-790-6304 Installer&Desiener Certification Form ]Date: Sewage Permit# 9'0 0 .7 df-6 Assessor's Map\Parcel %3 / LiO/ Designer: 7�rs�-ems �1'i` '1 ��c'�� Installer: Address: aG Lvk V Address: o j (a_ 0k1-12a'YSP - .F On 15 R I" 6 f,5 `0(4 was issued a permit to install a (date) (installer) septic system at U 3! L/J)1 o4, &fy'�V based on a design drawn by (address) J- 16Le!.Wr1 4n 15coLAp n4 dated (4Yised 91 7 / (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank Stripout (if required) was inspected and the soils were found satisfactory-. I certifythat the septic stem referenced above was installed with major changes (i.e. P Y 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. Stripout (if require inspected and the soils were found satisfactory. Of o'� d FXrpw s LM (Installer'sSignature) 04% Na cm �_ 7SE signer's Signature) (Affix Designer's Stamp Here) PL RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH[ THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIWSION. THANK YOU. QASeptic\Desiper Certification Form Rev 03-09-06.doc i Sustainable Ewimnmenbi Solutions r:' r � 6A AGI �tlYs6y Letter of Transmittal TO: Don l; arais,R S. DATE;06lW07 ii N0.6Q90 Barnstable Heft Division RE:431 Widow St ftt,W.Bamstable 200 Main Street _Hyatwis,MA 02601 WE ARE SENDING YOU: Via: mail THE FOLLOWING: X Report _ Prirns _ Puns _ Shop Drawings Specifications _ Copies _ Check Contract Documents Installer&Designer Certification Form REMARKS: Don, Attached is the completed Un"ller&Designer certification form for 431 Willow Street in West Barnstable Please call if you have any questions. T COPY TO: SIGNED: Joe Henderson fa6 orl rm ea lej I No. Fee 0 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for 30i5po5ar 6pgtem Cow6tructiun Permit Application for a Permit to Construct( ) Repair( ) Upgrade(X Abandon( ) ®Complete System ❑Individuall Components Location Address or Lot No. i ] 11®� ( Owner's Name,Address,and Tel.No. &fn %64.e'r kN4 gm 1 1N,lAo,v S Assessor's Map/Parcel 3] 100 1 Yv• 3 E W 3 PN,5�,6 2_30M Installer's Name,Address,and Tel.No. E 1 15 gt�I cCS (36)S,E Designer's Name,Address•and Tel.No. �6(S" W 14-c e)G" Ezn Itr `'i-e- aj Pi1'• -%v8 'R 3 Im 4-vim 9 o Rout-_ to A c,rc��, (2�c-� M Sa►�wt eh 1hA dz.5�3 Type of Building: Dwelling No.of Bedrooms Lot Size ����n"47 sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 65® gpd Design flow provided (064. gpd Plan Date Al +! -m Zorn fl Number of sheets 1 Revision Date 412510 f7 Title V*4ewotct 5W84rn itpcjradC. .j-131 �I111�r/ 6l'iGLk tFJ attrS6 ILIA 731v&g; Size of Septic Tank Type of S.A.S. Description of Soil L oornh sarc1S LAy%d2fjes,r,, b], jyUZkI L, Nature of Repairs or Alterations(Answer when applicable) _j he, -{,x►-Alm Mn eor%C-r 0NY1!j Sri`jtir+� Stlb4Tw, flu-'_ (�r 0_ a- 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 t place the system in operation until a Certificate of Compliance has been issued by this and of Health. (:�), Sig Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. '= Date Issued U b h No. d a k `' . t% d Fee ;•t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfication for Migw6ar 6pgtenY Construction Permit Application for a Permit to Construct O Repair(; ) Upgrade(X) Abandon O FX Complete System ❑Individual Components Location Address or Lot No.l"9$( W 1 1,ovv ��I ft` Owner's Name,Address,and Tel.No. Hil W,l�Jry Assessor's Map/Parcel �31 �00 p w- &t►5 WL l 6 a VW6,38 3?-3b9q Installer's Name,Address,and Tel.No. �i�15 g� r(5 ��� � Designer's Name,Address and Tel.No. N.(SU y VV 1 -e 1) a3 E0tr.?''i4 PA,1%01a 933 tpi vo qo PauL1- (PA 1Y?/�: Sa 'wl�h 1hfl o�5i� Type of Building: Dwelling ,'No.of Bedrooms.. ~- Lot Size 79,Z 0 U sq.ft. Garbage Grinder ( ) Other r Type of Building No.of Person's Showers( ) Cafeteria( ) E Other Fixtures Design Flow(min.required) gpd Design flow provided G 6 t. gpd Plan Date -Air i) 25,2» Number of sheets Revision Date 41)S 10 r7 Title flNv%�J WosltroLtr s4-ktr+ _ij- ,i W111llrr 6�lt;[. W 00'"14bk WA 31b4$ Size of Septic Tank Type of S.A.S. ble 4 Description of Soil SckYN f QkIL, -% Saf\ . Nature of Repairs or Alterations(Answer when applicable) 1 h¢. -tkys rb9_ 1rN6f% Con� l;�eV-n Yv��1 12e. t2?,au� w laryrvltan S h2t-f" a- � 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 D oard of Health Signed r<4_, .�.! i✓eti_ _ '� r Date Application Approved by ` r_ Date Application Disapproved by: Date for the following reasons Permit No. �r� Date Issued c, -------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS - y Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by� �. �I1 /(- ,! atS/9131-40 has been constructed in accordance JL/ with the provisions of Title 5 and the for Disposal System Construction Permit No. Installer i j I S VJ QGJ�I f Cc,1 S� ' �C - Designer C/11 P�� �1 / p•-� �,��� ! C , #bedrooms Approved design flow The issuance of this p it sha n tab construed as a guarantee that the system I function as designed. Date ] Inspector No. Fee O THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION —BARNSTABLE, MASSACHUSETTS �igpoga16 .stem Congtruction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at "T 3 {Af, !I C H.' Jc ! / t'� (,ice P St 13 7 273 3 J-, d3 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction'must -/be co pleted within three years of the date of ermit. Date ;'" / � 7 Approved-.by r - C No—JU-.3.80 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....70.jW.)f)........ .........OF... . . ............................. Appliration for M-4paiial Works Tianstrurtion Vamit Application is hereby made for a Permit to Construct or Repair (J,+an Individual Sewage Disposal System at: ....................... .................................................................................................. cation-Address or Lot No ...........R�11 ....... -e..............—----- . .0. I.QZZ27-2.................................. 0 e.'; ............................................... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic Garbage Grinder Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Otherfixtures ...................................................................................................................................................... Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid'capacity.............gallons Length................ Width................ Diameter...__....___.___ Depth................ Disposal Trench—No. .................... Width_._..__......_._.... Total Length.................... Total leaching area....................sq. f t. Seepage Pit No..................... Diameter_...........__...... Depth below inlet....._.........._... Total leaching area..................sq. f t. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date....................................... aTest Pit No. I----------------minutesperinch Depth of Test Pit.................... Depth to ground water_._.__.-__........._.__. Test Pit No. 2................minutes per inch Depth of Test Pit__-_._.........._... Depth to ground water............_.._....___. .........................I.....I.......................... ---------------------------------------------------------------------*-------------------- 0 Description of Soil............. Q,�2. _.,r A ................................................................................................. ........................................................................................................................................................................................................... U ............................................................................................................................)a...........................I....................................... U Nature of Repairs or Alterations—Answer when applicable............)---- -----!I.JV... ..................... .......I............................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TL I'L LEI 5,of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has,be issued by the boa "health. / Signed_. Compliance . ..'o-------- . . . . . ........ .... ... Date Application Approved By---------------------- ................................. Date Application Disapproved for the-following reasons:................................................................................................................ .......................................................................................................................................................................................................... Date PermitNo......................................................... Issued_....................................................... Date FEE .-............... THE COMMONWEALTH opMxsSAo*ussTrs . U���� U��� ���� HEALTH �� ��=~^`" ^�� �~" " "~~"~�~ " " " _~ ..................................OF...................................... ...............``................`..... ��� � Appliratiouu for Vorm.5 Toutit4rtiouu ranfit Application is hereby made for u Permit to Construct ( ) or Repair an Individual Sewage Disposal System at: ................-........ ...................................................................... -_'--'-------_'-----'-'-------_'--'-_--__-____-- cocatio or Lot No. , -- -_'..._=---'--'-'--__-'___ ..........-...................................................................................... o°"m � �adresa ' Instal ler Addres s Type o6Building Size Lot............................ feet Dwelling—No. of Bedrooms............................................Expansion Attic Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) -- Cafeteria ( ) Otherfixtures -.-_.--_---------------_'------._.--.-----.----------..---_----------. � Design Flow............................................gallons per person per day. Total daily 8ow--.----------.------ . 04, Septic Tank—Liquid�capacity...........Iea}lons . Length................ Width................ Diametec----.. Deoth-------. Disposal Trench--Nu.................... Width.................... Total .................... Total area....................sq. f t. Seepage Pit No--------------------- .................... Depth below Total area..................sq. {t. Ot6�cD�tr�mdoo box / ) Dosing ( ) �� ` ' ~ ` ' ~~ Percolation Test Results Performed by.----.--.------_--_--------.-.--.-_ Date........................................ Test Pit No. l................minutes per inch Depth of Test Pit'--------' Depth to ground water Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ccnuod water--_.-_'-_.. '- _---------'.-'-'------_..__'_----_---'--'-----''-----'---'-_---------'--_--- 0 Descriptionof Soil '...-...-.--�_..--'........................................................................................................................ -----------.-------_-_--__---.-'_-_--_-_-_---.-�___'_'--'-.-.--'_--'____.- L) Nature of orAl�rud000--Answer when ._--_---.-'----. ......�--'--_-'_- � . . -----'------' ----------------'-'-'-----'-'----'-'----'- � Agreement:� The undersigned agrees to install the uforedcxcribed Individual Sewage Disposal System in accordance with the provisions of TZTLE 5 of the State Sanitary Code—]he undersigned further agrees not to plade the system in until a Certificate of Compliance has been � issued by board ofhealth. � -' .......................... �� �� ���� *' � Aoo�utioo Approved Dy_---------' -' ---------' -----��..�'-������---- ~~^~^ u=* � Application Disapproved for the following reasons:------------------_---'------_-------_---.---------'- -----`----------`--------'-----------'----`----------------------'--------------'--'-----'''-`----- Date PermitNn......................................................... IuooedL....................................................... Date THE ooMMowvvEALrx OF wAssAcnussrrs BOARD OF HEALTH ------ ...... .......OF................-'.....'/-----''.........--'_----' � Tntufiratr �,�f T4«4utplutturr � THIS IS TO CERTIFY, That the Individual constructed ( ) or Repaired bc'---'---'.._./----'..-L'.'L '._'..'..-..........-'..'---'..-_-'..-z...?.-�- --------------------'---------------- Installer nt__..�.� /--/,-_`-//" /' � ' ^- . . - .._ / _-__________..__' _� _-- has been installed in accordance with the provisions of TLITIE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No------..�..'3!�!~�.Xe-- dated................................................ THE ISSUANCE OF THUS CERTIFICATE SHALL NOT BE CONSTRUE | SYSTEM W ON SATISFACTORY. � � [��TIL' .. ~=-------------------------'--'----- ' � � THE ooMmomvvsALr* OF mAssAc*uesrrs BOARD OF HEALTH -----.--�'�-----'��F----...........................................................--- /` ! DVu-'x�����,��r � ' FEE......................... �0 Permissionis hereby ------.......................................... .....-^..---I---'.L-....-........ ............................. � to Construct ( ) or Repair an Individual Sewage Disposal System ' i at No.....//. ��.L'1-/��i'//-��. '/ � �-- ----_-''/i'-.',.-_ -' --____..�_-'------_'_-- ���` _------- ---' ---.--'`-=~-'= ua shown oothe application for Disposal Works Board of Health � DATE................................................................................ ' ' FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS Town of Barnstable P# Department of Regulatory Services ' Public HealDivision• MASS. a Health Date " � rruas. A t619 200 Main Street,Hyannis MA 02601 rFC t� Date Scheduled— ® /©/ J Time_ �C� Fee Pd. ! C Soil Suitability Assessment for Sewage D's osal Performed By: Witnessed By: t"r 9 LOCATION& GENERAL INFORMATION Location,Address V i i to W Owner's Name �f Yy .�Qq-j+<,r W. &tnsJobk- IMA O-Z&b8 Address H31 W111� 5r�fiel )W+ Q 0,' 6b Assessor's Map/Parcel: 131 100 r Engineer's Name `lam l *��•{S"��1— 00I154) Wltkn Ctr"7up NEW CONSTRUCTION REPAIR _Y/— Telephone# 4;08 Land Use S 1 * M t �t G��l Slopes(Ro) d-. 5 Surface Stones r)o nA- s Distances from: Open Water Body 710 O ft possible Wet Area 7 100 ft Drinking Water Well Za_ft Drainage Way 7 i O O ' g y ft Property Line �n ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to holes) ' .. . cr r (,ct rv���n�K5� �F Parent material(geologic)- 1 l 11 Depth to Bedrock 7 Depth to Groundwater. Standing Water in Hole: VNWIC '3b�Q Weeping from Pit Face i1o'1L-G- t . Estimated Seasonal High Groundwater 7 I'.O DETERNUNATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: "" in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level,,•o,,,� Adj.factor,,, e,.Q Adj.Groundwater level�30°belur, gseooL�(arassq 15� PERCOLATION TEST bate IC410 Time 2:aAAJ Observation p Hole# �1 3 . Time at 9" Depth of Perc d� �14 Il Time at 6" 10 _r.'19 11.Is Start Pre-soak Time @ 1072o 10*-+{a Time(9"-611) min m tr- End Pre-soak Rate Min,%ch Site Suitability Assessment: Site Passed_ _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back-------w--- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conseirvation Division at least one(1)week prior to beginning. + Q:VSEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) . (Munsell) Mottling (Structure,Stones;Boulders. ConsistencLravel 0-10 L5 10 k•G-'i 13 s' 9 fv f cl o -25 L-5 a5-52 C,t L5 10 kifxilb I��� t ct cabJ S 52�IZ0 1y\5 I o '9lo 1-1 10°!0 C 1 v, Ins A (6 O� ara 116CY)COVc 6 d" DEEP OBSERVATION HOLE LOG Hole#mil_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsi % Ib A LS i1i-�Ta C► L S to 4'Z H 16 fo"ingPor 21 Ccbb 5 Hia-Dill C2 S IW1P- 11,� IA3/oq e1 '`aie • C c���r�, S s�caa��>-cal 1 � � ►� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(id.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) p-1►� 10(4 IZ j 13 qf ►�.e Ia Litz H I(o --- ]0°&x'►ov,ccl �c0bb2es DEEP OBSERVATION HOLE LOG Hole#_mow Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency. A L 14 jz- I'1'3b g L:S I-z4es b 50/n 9 M*r�1 3b-1"-1L9 1Y15 lot,1Z.03 1n/� favA t cab G 6 o 4 t,n s 54al I(-e I Ia.ecs L,-C 10,l Flood Insurance Rate Man: Above 500 year flood boundary No_ 'Yes ,. Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturaft Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material?,_.. ...,.. x Certification . I certify that on TKI,, Z 1 (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 tra' ing,expertise aV experience described in 310 CMR 15.017. Signature Date IOlio O� Q.\SBP-nMERCFORM.DOC LOCATION 'S • SEYIfAGE PERMIT NO. VILLAGE . Z I e4 INS TA LLER'S NAME & ADDRESS f UILDER OR' OWNER DAT`-E: PERINfT ISSUED DATE . 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IG.G■■■■■■■GG..N■■■■■■■■GC...G■■■G■■■G■■■■■■■■■■■■E■V�,�c-���Elfip-i U 100■■0■0■■ ■11 ■.....■■.■■■..Ems 0 1,■■■■■........... ...................■ ■ ■EE■■■■■■EE■■■■ ■■ ■■■ ■E■■■■■■■ ■I� ■■NOON■■■■■■■■E■■■ I■■■■■■■■■E■■■■■■G■■■■■■■E■■■■■■■■■Eg■G■G■■■■■■■■■■N�■■GG■■GE■■G■■■■■■■E■ ■I ■■■■■■■■■■■■■■■■■■ I■■■■■i■■■■■■■E■E■E■EE■■■■■■■Ei■■■■■ ■■■■■■■■■■■■■■■■ITil3�,��7i■■■■ E■■ SEES ■I1 ■■■■■ ■■■■■■■■■■■■■ ■I ■E■■■■E■ SEES E■■E■ ■■■■■■■■■■■■■■■■■■E■E■E■■E■■■E ■■■■■■■■■■■G MEN G■■■■ ■1 ■■■■■G■■■■■■■■■■■■■r ■I ■■■■■■■■G■■i■■G■■■■■GG■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�nmmmmTa■■■■■■■■■■■■■■ ■I1�■■gggg■g■�a�■ ���c, ■■■■■■■■■■ ■■■■g■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ia MINE■■mom■■■■■■■ MEMO mGGGGGGG:.GG"GGGGGGGG:"GMEN ONG0 C'gsommmmGaaaIIEaGGGaaCaaaaaa..■.................... g■■■■■■■■■■■w■■■■EGG■NONE■■■■GG■E■■■■■■■■ ■ ■ ■■■■■■ .. ..■■■■■■■■■■■■■■■■■■■g■E ■E■■■■E■■■■■E■■■■E■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■g■ .... ■■■E■■■■■■■■■■■■ ...................... . ■■.■■■■■■■■■...■■■■■■■E■■■E■E■■E■■■■■■■ No MEN . .■..G■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■G■G■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■G■■■■MEN ■■ .:.:..■G.I.........GGGGGGGG:GGGGGGGGGGGG.GGGGGGGCG■G■a■Gg■■■■■■■■■■■■■■■g■■■■E■■igg■E■■■ ■:■E.G ■■.NOON GGGGGGG GGIMENGGGGGG:GGGGGGGgGGGGGGGGG:G a . 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REAR ELEVATION REVISIONS -- O 1/9/14 —1/12/14-- _ --2/13/14— --3/12/14— —4/23/14— ® ® ®® ®®® ® —5/ /14—5/24/14 5/28/14 491, . a 3o. — Al �.— m 1+-6� +s 2 +�r EXISTING—�—" NEW ADDITION CEDAR STREET ELEVATION SEE c a ,T-7 1s'-z B'-1P 10'-q- ` ' e 7' Al io ' o [R tYU,L \ fRY:RGintiti LiY•i O C:2 —q'-5-� � nexEVH;xn b i q KL:ERAN ilt E. � W4; v♦' \ W ..a- Tuaci N br 4' ( Fa L'Cil:bl.E ....(X1:JEII::•;Alt I NA:I 5[4M YdAi.6 a ±9ra2 !•'tu't:N- C.ITURc NM•Kt'�Td.Y fY.?ON-fix4ME: ... Wll1" Q V r A, U O L�ERA61L I U':::ii:aaf:ii ai.�X:wr lnE 6 EXISTING STUDY 'In � § sam A e-1 1m L C- EXI STING LIN ( NG DOOM N � fl COV ov.ue r O _ h•ua W x C O OI eea4xr$ :+e:wkii O m Q co 'It rr:l Ri F•I)Sf�` T.71 A:. . 00 co CDco :............ a M M ` CD - - - _ - - - - - � FIRST FLOOR P� AN = m �1� H 00 0o CD CD I L() In - 6'•4' t0'-T ,5'-,1' -,1'S' 30'-,1l7 73'-11 1fl _. U- O U N N ram` N i a) 3 ( M N - - — — — — — — a. ,,t v-- trr .unlxL ,7 inwrxn�, EXISTING .Uei:cnurrru lxX::rl BATH i REVISIONS EXISTING 1/9/14 V a V EXISTIIJ,CiFDGODM —1/12I14— 2/13/14— } ' —3/12/14— —4/23/14— Ot .-5/10/14— '�SiEE flntUil ERS — — 0 ��Nf:WV,1N1Y_Y! O Gv 5/28/14 � © 0 ZZ'•(r n SECOND FLOOR PLAN A2 • AREA TO DEMOLISHED -- — — -- — — — — — — — — —up O ®®® ®®®-11 FM U U U O - - - - - — - - - - - - —� / Z � N j C7 .c O O DRIVE ELEVATION coo p s Y o OV o c a� AREA TO BE DEMOLISHED :D O M — — — — — — — — — — —� O O Lai \ Ca = m ti 1~ - 0 CD m tom: -- _ CQ _ (D ai U) 0 t --- - -- — a o N Y 1..1..E CEDAR STREET ELEVATION � AREA TO BE DEMOLISHED i REVISIONS 1/9/14 —1/12/14- -2/13/14- -3/12/14- -4/23/14- - ® ® --- ❑❑ —5/10/14— DEMOLITION PLAN _-5/24/14- >> 5/28/14 I1 n REAR ELEVATION A 3 U Cl) ( n:onNu:u Flru^^,s P.G T'IP D.• bd CL13.Ri6+S O... AI.O.^.YING AtiOVfi'AEAt n .. I R6RIII enlll`d Ill � I r; �,�,1,OF MAg�c —�� s1ndvsl,n-Lr-9E:ar r:.`nr� 4 „•. I I I 1-H Nos,TO 14'N526 FLOOR JOISTS 16' 3rAr,PN nF;a,N I I III I IR cl uHAL N 4 4,d. 'LiNIIIIEI T — '!•6A STIr:f:TJF:R , 1111:1�.�'L.IAN111— N-1—L S S10 +'I�`-O Q RU51 eELOlY tl, �11 FEVJJI V -sE!an.r IIr.L.I II.aL -r1}�— ,y Jiv A:YM dvd IMT LIP rl I I I I Isid yry'I UR 'tx:!NICK3E I f:t!NuI W'I..n yy %-191'r ld'l VL RP,nf: ry POST 9FLOJJ 9ELOW J1 e£TOFENER d1J HaF'!EN,x'6'O.C. N•:kiT iaE.:.^.v/AJIItAV6!A` St Ld':„'L:t. N I7 V O A!.pV;NI(i I INST} CC,�,:.Id-'.'UA:.S GOLi:YN G.c /zel1l¢ AAn+.e o.c.rw. 1 I EXISTING STRUCTURE O 3'•3' � V 6'-617 0 N U) daF.lY!Ar!II' < CO �z. I I I I I I 1I C NoL 16'b' O < 1+7� Wfl o J v d'.7314'—y1 16•40' W l O (q CM M a: CLC O O n ROOF FRAMING n FIRST FLOOR FRAMING W c`a ti 2 m 1— 00 0o 0 0 Ln u� 17 z —1s Y 6'-,p 10'4' X a-r e'-r r-r r-r s-r s-r LL rLve,I iAJAEb>.,,rd-:,:rm,Jn. I F AGIO.vrI I I _ _ 1 I YAYCNAJ3EY0 . e•'10- o:arsn!LCAe!m'sx.� —1a-r 1a•d' ,o-z L — to t v 1L. 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I I I I I I ++ m Q LLYrpi Y (.Y3 1EF Nll:ry rl "w6:i•Ju'Yr'rr' 35 O�' + BIL Lw'ii n x10 i/dC OWND,CS F\!:J:f4i5 Nro'AI.IG'E:KIn'E•NN(,:u_ II —1 (n � C 9 FTN[ rKS'8n7CN HD BOUT6@ zh u.cor d d 5,VL6Tr EN HD BOLTSQ 36'O.G.LL .l3rRA(r I ,xi bIrt AAa SLAL. 7Ai i.T.MUD5ILL Nn':.sn, : V 2"Fr(1CA•fJ RC`Al l0'MJ r::f:aRl.l�ll .'ATY1 A•-r I I LILJ, :111,J:OWO I I �I IH ( F:):y l'.)i, Fr lFT )TOP Or E!fANIN::•nAILn 1n0- 9'COI'i EIL 1fi O':E)i FOdT:Ir -IIIII f III)u'F IAnVi y F—DAIV:'hiL III I :}cn.tL TFllFA dxd Pf,Qi IIP'hR C.I!.INLW N I I I I Viil�',•rtLt!a:ItiriraS G!AHLYI'J1.4 CJXV!AN:;AP `j N60tlI!:E°T°LLI°"117!6!Jti26 FLJLR JOIST616'C.4 N 1-,3:f"x:]N3'`-3L\''1,m F.I:5,1`JA.!ECD-I,.i•.,-.t,:•Y L`r:_!C I,tA E.XI STING STRUCTURE § II II rI 3a I AI_I.wn�.,wuL JEA,xri!:Y:iCS ht I IJI IpL.o I _� REVISIONS NS 1s 1/9/14 -5 7 I —1/12/14— WI 1+ STkLFL,nr.PLATE —2/13/14— : E6-6t17 I— XISTING STRUCTURE —3/12/14— I — — — t- — — — I-' I _4/23/14_ Fi.ucN FAarnrru.ulr.n nro`Lvi � I F_ 5/10/14 11 7 W AJ61d0 FLOOR JOISTS 16'0.C. ..,31 PFSOw ,KV P;P T II II II , -5/24/14 Ie I I .nienm^;nN 6rd rnlu;!ou!n A. +eevr mPR rni / —5/28/14 ad^Ml6rnor ` `1 '61 ' 'S t0'.931W ,1 lira::i:d-iYl. ,e SEL.Jl r�c.PE } / n{ N E Y6•-0' - .!In. +r ccnc.rP:N I I't 2i AensuwJ:ann.'r SS uuJ. 6'-11 17 r•1 77 L L — { SECOND FLOOR FRAMING — `1 I BEAMUETAIL A4 I I r-, FOUNDATION PLAN ' _ M a w.'I:. b'•NALL I I� �ocxKmnFrap l0 mil'I CIP CiE6 _ ER EHGATHWC �v1R:!NN]1F,�P IN6L1(UC. F.th:E 9r1[IT`.� (r3 320.tP,6'0.0 I I I I I � .(• ,lY',PEflRLVx( ik6IT PG L wuPmno p �.�NOFM4 A LS 02 MICHELE GN CUDILO a — — —-� o STRUCTURAL N Nvllah45',U(:lf1Y: p16 f1[IAJ I•.%5'FTf,EIa ry`- N� .14774 t, 911",''lilt)R,t+l.l1F0 fxX vI::YTC(I(:r1(TIT V tvf)F'FIEi'fRe:J 1(d,C I I V:A1L6 'r�STPAV,lC.C. SlUrt.4lV4.'K'C+Ufl4'(+ 'v � O Q II ,7 6HFaTHtY'G C N 3 ,�kss/oN `NV I -- II III III� -�I E'N:iT II _�i.�rxnK.9:fztI!IrEsF!'')LrC�D(Xry V:s.N:'SYTAlvJ✓RIL65nIE1RTRAsUI1TGT,q c(oI.c.: IVL,I.Ne;..AT'EIAL 36.I4ti.,%'SqUILII'G1:P.C.iCFV4NIE()IP.f1i I1XFI:I RAY:GiUiNLW:E�4l�I%NE E,[GSG'i (((lt:O4G:C tlfff. ECTfl!)i •, �� O QL UNNy I U 00 SL-L O Q 11 - ( o Q w Es.JAF: U o (uRr<Ifn ➢d y 0u W p n 2ND FLOOR CEILING FRAME ' . SECTION m n � p Mo 00 2 n- c o 0 W c`a = m ti ti ~ o 0 LO LO F(1) a LL ' �.�y�{1j/�.��v� sr.n./,I;:af.cwlHrs(er. •••• r,^'dP'f.'RTF.RIOV EHVA!HING ' Pv'IE!CNAElt:4 ElP'Ell:Zl(Iti(:!fEA-113 Y%1lf i;:f•I:FS 16'9.1:. r/P,� msul- '1 -_ U) l- X 4f f;I l5l I.. - 6 M1,.ULa li i.f• CFFIGE fJ.TH ..n:f•icl.L (/� y hl , L. I - r rinYi.va O EC K - 11 L 3 Obi CI I W1.1ly EI.I.L �\ a�•'��\ rv. �' m +t— PPL]NAI(.G P'C.G ECGES`r'Ci,.RIF.li) ' rr. )nsT (10 M ('l.I:i14AF 55"Ll.f. K f.l:K'MiGtt \\ n 'x9GfCnA U.aV.P41'C. To arn.nreal� �ra.v. r.,�.n,v, r.+.r..unLw o-mrx LL e9 + HC!IGRSKEAG' i a IK.U( 9,P:�(:INCH{:E•O +P)I F�91(I6l!!.ailYl xy_ — ..>rFl\\R tr1.F.V`IIG. cw /I/x vl. . I.l'Lwvyi'.'.t PORi]f � :lUi/•P � � � I:TfiING [NITfT ' FIF.'-ri lf;.li1NC KITI'A!EH ' }Vi"x!Yi Ertl'fTtlC4+S C.0 k:f^31H61:tA'IKdf 1:Y[qi lYxALL (E:FPLi REVISIONS 1/9/14 „mom'... <eAJewFLu]H;rwTs,E•o.r. 8yll —1/12/14— enwall.Gtru`i6.iu<;i"✓,i,(scrlra.!) .,:�-.'• —2/13/14— ¶ era) I n(x J i:•s f.:oc .,� .L.r T uarutM1L+Lair: 3112/14-- = e'.,o CP✓)NEllro4 ET(v.+ —4/23/14— I x11 r(TLIr Atlfl -\ s, L :"Y 6'1'RFaiFC 36l FLAT': (JH F69 J.C.E,LE8110C 611.1.f.E:al. flEtp m eer,+P'rauR,:ou]f+cneiE..:• (- � _ —$/24/14 5/28/14 .1NV�N(Y�fl(IG IU'vFF.t'ill R • yI A L Jll.!iLAi _ J_,� �'il-�I- fa.IC.R ve ivi� I• �Tlff�!fU'Yn�I X •�:, � �1 SECTION A5 I I PROVIDE RISER TO WITHIN FINISH GRADE OVER 4" S(CH. 40 PVC OBSERVATION PORT 6 OF FINISHED GRADE INSTALLED IN ACCORDANCE WITH 31 •.-:;� OVER TANK FINISH GRADE � :DISTRIBUTION 'BOX= 107.8f 5/8" PERFORATIONS SPACED AT 6' CMR 15.240(13) ,� 9" MIN EL.=107.5t 9�, MIN FIRST 2' LEVEL NSTALLED IN ACCORDANCE WITH FILTER FABRIC MIRAFI 140N 4 SCH. 40 PVC 3' MAX f'-'3' `M'AX`'. `,' 310 CMR 15.251(8) OR APPROVED EQUAL DISTRIBUTION LATERAL (TYP.) �"• V/ W W W W W W W W W W W W W W W W W W W W ';4' LOAM AND SEED <•," _ _ _ _LO_A_M AND _SE_ED _ E 07.0-108.0 ___-__ -_-___- -------- -- --=-- =_ =-_____________ -__-___-_ _- ___ _-__-______ _ -____ _ - _ -- ____-----_- = __- _=-_-__-____=_-____- - -_ -_-_____ -- ��� BACKFILL �- ___-___ _ -- -- --_ __ ________ �___-_=____-___ _=_ -__ ___ __ =__-- ____-_-_------ - -- - - - - -- - -- ---- ------- -- ---- - -- ----- - - - - - - - •* - --- - -- __ ___- BACKFILL ---- -- -- -- -- - - - - - - - - --------- -- - ------_ - ------ ----------- -- - -- ---- -- -- _ - =__=_____ ___-=___-_�__- =_-_ -_=_______-__ - ,r• -- -- - -- - `- - -- -- __  ------------------___- __=__ - _____- -_-_ ___--______ __ __________ _-___=____-____-___-____ ______-__- --- » ------_- _ _ --- I _______________________---_- =___ _- __-- -____--______- ___-=_______ - __ __-___________ =_- - -_ _ - RESIDENCE -- 9 -- I-105.50_- --_-- 0 __"___l 1=1_05.33 I 1-====_____________________________________ ___= __==-I i -_____=-= __=_ _-=__________ _ _____________-_ --- -- -�- 1=106.10f ��^1=105.82 -- t �0» 14 - ____- + ______ -----1 �- - - 105.12 - _ _ - - _--- Q 'Y - -- i a BARN = _ _ - - - - _ 1=110.80f '} 10' MIN. -_ » _ _I 105.57 �I I I I ( 3/4 1-1/2 DOUBLE WASHED STONE 6 3/4 1-1/2" DOUBLE WASHED STONE C 4 - ( ( III » 104.28 _W ti - _= MINIMUM -_- j �, I 3" DROP GAS I I- -II MI , II III BAFFLE I I ► > 6" OF 3/4" COMPACTED CRUSHED STONE i 5' MIN. UNDISTURBED EARTH �J M •. a Z39 3, 6" OF 3/4" { - UNDISTURBED EARTH COMPACTED _-, TYPICAL DISTRIBUTION BOX DETAIL 30' 30 CRUSHED STONE UNDISTURBED EARTH =1 I I ' III m NOT TO SCALE 1500 GALLON SEPTIC TANK PROFILE TYPICAL DISTRIBUTION LINE PROFILE ESTIMATED SEASONAL HIGH WAITER EL. 75.0 TYPICAL;FIELD SECTION PROVIDE 5 OUTLET DISTRIBUTION BOX (BASED ON MASS GIS) L U NOT TO SCALE INSTALLED ON LEVEL STABLE BASE. INSTALL FIRST TWO FEET PROPOSED 1500 GALLON CONCRETE SEPTIC TANK CL y LENGTH: 10'-6" WIDTH: 5'-8" DEPTH: 5'-7" OF OUTLET PIPES LEVEL LEACHING FIELD DETAILS m MODEL # 1500 H-10 BY ACME PRECAST OR EQUAL MODEL NO. DB5 (H10) BY ACME PRECAST OR EQUAL NOT TO SCALE ♦♦Onn ; • v V y � DESIGN CRITERIA ZONING & RESOURCE PROTECTION NOTES m � „ •, , �� < '� '� lit` NUMBER OF BEDROOMS 6 E O FLOW PER ROOM 110 GPD 1. ASSESSORS MAP#: 131 PARCEL: 001 �"' " ``' m '� rn ti • ° . r DESIGN FLOW 660 GPD OWNER OF RECORD BARRY PASTER o o k m ADDRESS: 431 WILLOW STREET, W. BARNSTABLE, MA 02668 SCHEDULE OF ELEVATIONS >+W Q 440 RULE CALCULATION ( ) . - . µ► H LOCUS 1 LOCATED 0 C (AREA OF MINIMAL FLOODING) AS m Q c V_ TEST PIT DATA 40 •- } THE SLCA DINFLODZONE A M DNG "'�' ' •� ` o SITE AREA (BUILDING ACRE) 1.98 ACRES INV. EL. F.I.R.M. 001 C. 6 m v m A SHOWN ON F 1 R M MAP 250 0015 WASTEWATER LOADING 440 GPD/ACRE r` INSPECTOR. DONALD DESMARAIS, BARNSTABLE BOH .Ia O a co _ 2. THERE'ARE NO SURFACE WATER SUPPLY OR GRAVEL PACKED WELLS WITHIN y s ALLOWABLE FLOW 871 GPD _ O e c5 co m SOIL EVALUATOR. JOE HENDERSON, HW z o ea o o @ ;; ..� t "tea' ;• =° w .,' RESIDENCE-TOP OF FOUNDATION 108.50 400 , NO TUBULAR PUBLIC WELLS WITHIN 250 . = v� c, v) o n.-- • � >,, 4 ;, RESIDENCE-BUILDING SEWER 106.10 DATE: 10-0ct-06 I SEPTIC TANK TEST PlT NO.: 1�F BARN- TOP OF FOUNDATION 113.20 3. SITE IS NOT IN A GROUNDWATER PROTECTION OVERLAY DISTRICT OR A ZONE r PERC RATE: <5 MIN/IN �. "" ° `'` sf, ., �-� ', -, �`�� ,• BARN-BUILDING SEWER 110.80 N RECHARGE.AREA. r xs ,I 1 v SEPTIC TANK(200% DESIGN FLOW)" 1,400 GAL. DEPTH OF PERC.- 4.5'-5.5' SEPTIC TANK-INLET 105.82 TEXTURAL CLASS: 1 ` r �_• " . USE 1,500 GALLON SEPTIC TANK GENERAL NOTES SEPTIC TANK-OUTLET 105.57 �J ALL SYSTEM COMPONENTS AND CONSTRUCTION 1�1. UNLESS OTHERWISE NOTED, LEACHING SYSTEM DESIGN CRITERIA METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ►� t OX- INLET' 105.33 ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE D-BOX-OUTLET 105.33 r BARNSTABLE BOARD OF HEALTH. SOIL ABSORPTION SYSTEM BED INVERT IN 104.78 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD LOCUS PLAN LEACHING SYSTEM USED: BED BREAKOUT 105.12 (� O SCALE: 1"=1000' DESIGN PERCOLATION RATE. 5 MIN./IN. LATERAL DISTAL INVERT 104.66 OF HEALTH AND THE DESIGN ENGINEER. In SOIL CLASS: I BOTTOM OF SYSTEM 104.28 TP-1 TP-2Ll� LONG TERM ACCEPTANCE RATE(LTAR): 0.74 GPD/S.F. ESHGW 75.00 3. USE 4 IN. SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE TOTAL AREA REQUIRED. 892 S.F. 0.0 107.0 0.0 107.0 NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM BASE. •. TOTAL AREA PROPOSED: A A 4. THIS WITH ANGARBAGEASTEWATER GRINDER. TREATMENT SYSTEM IS NOT DESIGNED FOR USE � � Ww LOAMY SAND LOAMY SAND O AREA 30L x 30W: - 900 S.F. 5 7 5. ELEVATIONS, PROPERTY LINE AND EXISTING CONDITIONS ON THIS PLAN ARE 4.8 10 YR 4/3 106.2 1.3 10 YR 413 10 TOTAL ALLOWABLE FLOW.- 666 GPD B B BASED ON FIELD SURVEY AND PLAN BY HORSLEY WITTEN GROUP, INC. PERFORMED AUGUST 25, 2006. 150' WELL LOAMY SAND LOAMY SAND W USE 1.30'L x 30'W LEACHING FIELD AC 10 YR 5/6 10 YR 5/6 S 4. 2.8 104.2 5 _CALL "DIGSAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION 2.1 ?0 9 AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES NECESSARY TO FIELD VERIFY LOCATION OF EXISTING UTILITIES. '� W LOAMY SAND LOAMY SAND 7. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS BARRY PASTER F" \ 10 YR 4/6 10 YR 4/6 WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. rn \ \ vi 4.3 102.7 4.0 103.0 w 431 WILLOW STREET MA 02668 \ \ \ \ �+ 2 2 8. REFER TO SITE PLAN FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC "1 W. BARNSTABLE, \ \ \ Q v SYSTEM COMPONENTS. O �. 15 \ \ ��� PARCEL AREA: 1.82 ACRES 0 SWELL Z \ SETBACK -�" e �� / / / o /- } \ W p ---- -__ '� �. � r. o/ / / �/ \ U � \ g, ALL STONE TO BE DOUBLE-WASHED AND FREE OF DIRT, DUST AND FINES.. m \\ \ �PROPOSED� i/ / // / r i' \ 10• THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND IN i / r10.0' \ \ OBSERVATION PORT / / / -� 1 M SAND SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN - _-_.- -- \ 1, � / / i EXISTING LEACHING PITS TO BE 10 YR 7/3 M SAND ENGINEER.- p _ f' •0 / / / ABANDONED SEE NOTE 14 ,, PER C TEST 10 YR 7/3 p - _ - _y _ 30.0 :: \ �,�' / ( ) ,� 700, 70 11. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING, EITHER ON-SITE x yb.a 3 M/N/1NCH p / /j y \ OR ADJACENT TO THE SITE, OR FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC TANK MAY EFFECT THE PROPER FUNCTIONING OF THE LEACHING •::•:•:::::::`:::.::•".•::::. •::.....• ,.�. �.. '/ / �//'/ � �� ,�� � SYSTEM. � o p 30 X30 LEA HING FIELD 1 PROPOSED 1,500 ,--to�- 1 GALLON SEPTIC TANK . ....... ( \ �\ \-9c 12. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 \ l \ �? 10.0 97.0 12.0 95.0 .... \ . °\ \ \ \ \ O _ \ YEARS. Q [a 0, �.':::"::: : \} \ I y \\ \ \\ \ " \ \\ \ NO GROUNDWATER/MOTTLES NO GROUNDWATER/MOTTLES 13. ._ o :. :. .:: THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION m TP-3 " O �- - -� \ \ \ \ \ NECESSARY TO LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL Cl) � / \" �O, \ \ \ - SYSTEM REPRESENTED ON IT AND SHOULD NOT BE USED FOR ANY OTHER CL a pq I 1109 PURPOSES. fl. \ \� \� \ \\ o. \ TP-3 TP-4 14. ALL EXISTING SEPTIC COMPONENTS SHALL BE ABANDONED IN PLACE IN � _ ' 27� \ \ \ �--- ACCORDANCE WITH TITLE 5, 310 CMR ,15.354(3). 1 \ ��� •� \ \ \ 0.0 109.00.0 109.0 �� 26 4' \ \ 125.7' \ \ tee �, \\ \\ ` S A A 15. AREAS UNDER THE LEACHING FlELD FOUND TO HAVE UNSUITABLE SOIL MUST can Tz _ l_ \ \ �� �\ \ \ \ 0. \ BE REPLACED WITH TITLE 5 SAND AS SPECIFIED IN 310 CMR 15.255(3). cc y' \ \� \ LOAMY SAND RESERVE AREA PROPOSED 5 OUTLET / \ \� \ '� \ \ \ LOAMY SAND 1 \ \ \ 1.2 10 YR 4/3 107.8 �+ (20 X45 ) �. DISTRIBUTION BOX ` �. � ,� \\o,��\� � \ \ � � � 1.4 10 YR 4/3 107.6 \CU all, _ B INSPECTION NOTES 0P \ \ \ \ \ \ cA LOAMY SAND LOAMY SAND p T.b.F- s.r 1 \ \ \ 1 v 1. FINAL CONSTRUCTION INSPECTION OF ALL SYSTEM COMPONENTS INCLUDING 07 �, ' r T.o.FJioa.s•, \ ( 1 \ \ O 10 YR 5/6 2 8 10 YR 5/6 106.2 INVERT ELEVATIONS ARE TO BE CONDUCTED BY THE DESIGN ENGINEER AND T / - \\ ' I \ f rW, \ 2.6 106.4 C BOARD OF HEALTH OR THEIR REPRESENTATIVE PRIOR TO BACKFILLING SYSTEM. E O 2.` IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO MAINTAIN UP TO DATE / 1 LOAMY SAND a, .0 AS-BUILT MARK UP DRAWINGS AND NOTES (PREFERABLY IN A SURVEY FIELD 5. M 10 YR 4/6 m „''�'y 2 5.0 104.0 NOTEBOOK) INDICATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL SYSTEM COMPONENTS INSTALLED. THESE MARK UP DRAWINGS AND NOTES WILL d ooMoo /� ,o�'� / \ ( / EXISTING WATER 2 BE UTILIZED BY THE ENGINEER FOR THE PREPARATION - ° °�-' o OF AS BUILT PLAINS. n `O � I / -� ��,!�� �� � �_ � // ) / SUPPLY WELL (TYP.) m N �, , VARIANCES a a w A � S� - ,�'� / 64 Registration: / �o� \ \ �-- J �� M SAND TOWN OF BARNSTABLE BOH LOCAL CODE WAIVERS M SAND 10 YR 713 REGULATION REQUIRED PROPOSED �HOFA 10 YR 7/3 Q _ �,�`�` c 1 _ Section 397-8 E (1) (f)setback from water supply well to 150 feet_ 125.7 feet �G O PERC TEST !Z / /�� ass \ - 49 82 leaching facility. A variance of 24.3 feet is being requested. xi 4 FAT PtU \ ,�� ( - / / y \ ° 5 MIN17NCH v LEe y - ti LOCAL UPGRADE PROVISIONS .� civa No.42824 / ` \ 69. �\ \ / I REGULATION REQUIRED PROPOSED p t �`°' 10.4 98.6 NONE r Project Number. 12.0 97.0 NOTE: \ �\ GRAPHIC SCALE / NO GROUNDWATER/MOTTLES NO GROUNVDWATER/MOTTLES MASS. DEP VARIANCES 6090 EXISTING FLOOR PLAN INCLUDED \ r J \ 20 0 10 `20 40 80 o W VARIANCE APPLICATION. \ REGULATION . REQUIRED PROPOSED Sheet Number. .,r a` \ x IN FEET ) NONE I Of I PROVIDE COVER AND PROVIDE, COVER FINISH GRADE OVER RISER TO WITHIN 6" AND RISER TO FINISH GRADE DISTRIBUTION BOX= 107.8E 4" SCIH. 40 PVC OBSERVATION PORT =r� WITH 31 OF FINISHED GRADE GRADE OVER TANK g" MIN 5/8" PERFORATIONS SPACED AT 6' INSTALILED IN ACCORDANCER 15.240(13) » W 9" MIN EL.-107.5t FIRST 2 LEVEL NSTALLED IN ACCORDANCE WITH FILTER FABRIC MIRAFI 140N 4 SCH. 40 PVC o 3' MAX 3 MAX 310 CMR 15.251(8) OR APPROVED EQUAL DISTRIBUTION LATERAL (TYP.) N 4- \ E 07.0-108.0 -� LOAM AND SEED - ------_ __ _LO_A_M_A_N_D__SE_ED - __ ____ ___ __ _ _________________ ________ __________ __ _ _________ ________________ ___ __ ____ _ ______A__ _S__ ___ ---__ ------- ------ - --- - ---------- - ---------- - - -- - - -- -- - - -- -- -_- - ------ - - - -- -- -- -- - ----------- -------- --- - ------------ --- a - BACKFILL -- - - --- - - - tl�,JiXEKFILL - - -- - ------------------ - :Y•.I I III-- - -- -,- --- -- _------- =_ _ - __________________ _ --- --___- =______- _=___=_- __= -�__=_____ -________= ==- ' ==_BACKFILL-- ---- _- -- -- - -- -- --- ' _____-_ -I  __- _=--- I ________ __ _________=-=BACKFILL-_--__= ___-_- _ _= ___ -_____________  -_=__=____-___ _=______=_____ - --_ » » --- --- - _ -_ --_ -- ^I - -- - --- -- -- -- --- - - - --- ---- -- -- - ---- ------ ----- ---- ----- _----------- - ---------- - -__------ -- --- -- -- - -- --_-_-___--- - _----- _ m 6 g --- ---_- 1=105.50 = 0 = 1=105.33 _ ____________-=____ __-____- = ___ __= _ =_-=____- `_=____-_ ____=______ -_____________-__ -_ RESIDENCE :.-_:. _ ---- --- -- ---- II------------------------------- -- ---- ---- -- ------ - ----- rli ----- -------- - - - -- ------ ------------------ ----------------- - CL 1=106.10E s�.t - _ _ ------- _  -__ _ 105.12 a �.�:�1=105.82 -- - -I-�» 14 -- � I --- _-- - ( (- _� ( I I ( ( s BARN =•r.t i -1=105.57 - ( 3/4"• 1- 1/2" DOUBLE WASHED STONE » 104.78 - » CO) ' m I=1 10.80t : '} 10' MIN. _- » ___ -III �T' ! I IIN 6 MINIMUM 4 ' I I ( I I 104.28 3/4 1-1/2 DOUBLE WASHED STONE I .O o 3" DROP GAS ==-III I - _� I I - ca _ BAFFLE •> 6" OF 3/4" COMPACTED CRUSHED STONE 5' MIN. 3, UNDISTURBED EARTH fY a 6" OF 3/4" - UNDISTURBED EARTH 6 ---��- 3 COMPACTED _;, III- TYPICAL DISTRIBUTION BOX DETAIL 30' 30' Q CRUSHED STONE UNDISTURBED EARTH -i I i III NOT TO SCALE TYPICAL DISTRIBUTION LINE PROFILE ESTIMATED SEASONAL HIGH WATER EL. 75.0 TYPICAL FIELD SECTION Y 1500 GALLON SEPTIC TANK PROFILE BASED ON MASS cls) m NOT TO SCALE PROVIDE 5 OUTLET DISTRIBUTION BOX INSTALLED ON LEVEL STABLE BASE. r. PROPOSED 1500 GALLON CONCRETE SEPTIC TANK INSTALL FIRST TWO FEET LENGTH: 10'-6" WIDTH: 5'-8" DEPTH: 5'-7" OF OUTLET PIPES LEVEL. LEACHING FIELD DETAILS o m MODEL # 1500 H-10 BY ACME PRECAST OR EQUAL MODEL No. DB5 (H10) BY ACME PRECAST OR EQUAL NOT TO SCALE p 0co ° DESIGN CRITERG4 ZONING & RESOURCE PROTECTION NOTES CIS NUMBER OF BEDROOMS 6 o� _ FLOW PER ROOM 110 GPD 1. ASSESSORS MAP#: 131 PARCEL: 001 o ` DESIGN FLOW 660 GPD OWNER OF RECORD: BARRY PASTER �' �, ADDRESS. 431 WILLOW STREET, W. BARNSTABLE, MA 02668 W Q 440RULE CALCULATION SCHEDULE OF ELEVATIONS THE LOCUS IS LOCATED IN FLOOD ZONE C (AREA OF MINIMAL FLOODING AS '�m q'Q o � TEST PIT DATA _ SITE AREA BUILDING ACRE 1.98 ACRES 'SHOWN ON F.I.R.M. MAP 250001 0015C. 'Q '� •�o M o ,•+ �" ` y . k _ -. - _. . WASTEWATER LOADING 440 GPD/ACRE INSPECTOR: DONALD DESMARAIS, BARNSTABLE BOH i- o ''� o ``' r' ALLOWABLE FLOW 871 GPD 2. THERE ARE NO SURFACE WATER SUPPLY OR GRAVEL PACKED WELLS WITHIN Q y in f RESIDENCE-TOP OF FOUNDATION 108.50 SOIL EVALUATOR: JOE HENDERSON, HW o ea o o 400 , NO TUBULAR PUBLIC WELLS WITHIN 250 . - - SEPTIC TANK RESIDENCE-BUILDING SEWER 106.10 DATE. 10-0ct-06 ' 4� 4 BARN-TOP OF FOUNDATION 113.20 TEST PIT NO.: 1-4 3. SITE IS NOT IN A GROUNDWATER PROTECTION OVERLAY DISTRICT OR A ZONE ^V* � � .• � ��, � • -.,., t; / - �•® - _� _. ..- PERC RATE: <5 MIN/IN , q Y BARN-BUILDING SEWER 110.80 it RECHARGE AREA. SEPTIC TANK(200% DESIGN FLOW): 1,400 GAL C: 4.5'-5.5' DEPTH OF PER . 1 y TEXTURAL CLASS: GENERAL NOTES SEPTIC TANK-INLET 105.82 USE 1,500 GALLON SEPTIC TANK r� I SEPTIC TANK-OUTLET 105.57 V 2� . • � - 1. UNLESS OTHERWISE NOTED, ALL SYSTEM .COMPONENTS .AND CONSTRUCTION' �7r. LEACHING SYSTEM DESIGN CRITERIA r Js '.� D-BOX-INLET 105.50 S SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE METHOD _ RULES AND REGULATIONS OF TH D-BOX OUTLET 105.33 ENVIRONMENTAL CODE AND THE E I . v , .. SOIL ABSORPTION SYSTEM BARNSTABLE BOARD OF HEALTH. BED INVERT IN 104.78 LOCUS PLAN LEACHING SYSTEM USED: BED BREAKOUT 105.12 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD Wczi DESIGN PERCOLATION RATE: 5 MINAN. LATERAL DISTAL INVERT 104.66 OF `HEALTH AND THE DESIGN ENGINEER. �^ SCALE: 1"=1000' SOIL CLASS: / BOTTOM OF SYSTEM 104.28 TP-1 TIP-2 LONG TERMACCEPTANCE RATE LTAR 0.74 GPD/S.F. 3. USE 4 IN, SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE ( I= ESHGW 75.00 NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM BASE. p TOTAL AREA REQUIRED: 892 S.F. 0.0 107.0 0.0 10T O -v A A w 4, THIS ON-BETE WASTEWATER TREATMENT SYSTEM /S NOT DESIGNED FOR USE '` TOTAL AREA PROPOSED: LOAMY SAND LOAMY SAND WITH A GARBAGE GRINDER. W i p 0.8 10 YR 413 106.2 1.3 110 YR 4/3 105.7 PROPERTY LINE AND EXISTING CONDITIONS ON THIS PLAN ARE p AREA: 30L x 30W: 900 S.F. 5. ELEVATIONS, pp TOTAL ALLOWABLE FLOW.' 666 GPD 8 8 BASED ON FIELD SURVEY AND PLAN BY HORSLEY WITTEN GROUP, INC. 150' LOAMY SAND LOAMY SAND PERFORMED AUGUST 25, 2006. ' I,� \ USE 1-30'L x 30'W LEACHING FIELD WELL S�BACK 10 YR 5/6 110 YR 5/6 » •� / / ---- 2.1 104.9 2.8 104.2 6. CALL D/GSAFE AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION \ _ / / // r _ ��,, . AT .1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES NECESSARY TO �, / / '� ` -- w _,_.:.F-TLt-, VERIFY LOCATION OF EXISTING UTILITIES.T-- Q,"_ Q" _. . E , w ' LOAMY SAND LOAMY SAND - \ \,�,`L r-��`� ,/ ,� / / \ 7. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS BARRY PASTER E-` `\ 10 YR 4/6 10 YR 416 WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. • \ / vz 4.3 102.7 4.0 103.0 w aD \ \ \ •'� \ �`' 431 WILLOW STREET \ o \ ,� 1 Qv 2 � �' � , \ \ \ .y \ �,,,�-� W. BARNSTABLE, MA 02668 \ \ \\ �\ � ~ � 2 8• REFER TO SITE PLAN FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC / \ \ 1 \ -'l PARCEL AREA: 1.82 ACRES \ A o w SYSTEM COMPONENTS. WELL SETBACK �' ,- �o�/ v - i \ \ �,opr ��� / / / \ \ ' 52" 9. ALL STONE TO BE DOUBLE-WASHED AND FREE OF DIRT, DUST AND FINES_ Q PROPOSED / / // / / \ o� 10• THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND► IN a OBSERVATION PORT / / \ M SAND SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN a ::: ::.: ::.. 3`0 0 , / /' / /� _EXISTING LEACHING PITS TO BE 10 YR 7/3 AM SAND ENGINEER. p 30.0' "' \ ( �,�� / ABANDONED (SEE NOTE 14) 700, 70» PERC TEST 110 YR 7/3 11. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING, EITHER ON-SITE -- - - - _ / x yb:b3 MINANCH - - ,o \ t / / /f , \ OR ADJACENT TO THE SITE, OR FAILING TO PROPERLY INSPECT OR PUMP N '\ , ,/ / \F�� THE SEPTIC TANK MAY EFFECT THE PROPER FUNCTIONING OF THE LEACHING p 30 X30 LEACHING - - -,�- 1 PROPOSED 1,506 J ' /9 SYSTEM. o c FIELDl GALLON SEPTIC TANK •3 \ t , ( \ \ �\ C� , 12. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 - - - :: \ \ \ \ \ \ \ \ o \ 10.0 97.0 12.0 95.0 YEARS. Q Q .0' > `°-: \ y \ \ \ \ \ \\ \ NO GROUNDWATER(MOTTLES NO GROUNDWiATER/MOTTLES 0 3 •ctl TP-3 _ �d' �` ° \ \ \ \ \ \ \ 13. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION 3 tZ - ---ti \ \ \\ \ \ \ \ \ NECESSARY TO LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL a p? SYSTEM REPRESENTED ON IT AND SHOULD NOT BE USED FOR ANY OTHER 0- pq v 3 v \'' 709 \ \ \\ \ \\ \` \ \ PURPOSES. \\�\ \ \ o- TP-3 TP-4 14. ALL EXISTING SEPTIC COMPONENTS SHALL BE ABANDONED /N PLACE IN _1 x 27�0 , \ ,�� -�- ' ` \ ACCORDANCE WITH TITLE 5, 310 CMR 15.354(3). '- \j a \ \ 0.0 109.0 15. AREAS UNDER THE LEACHING FIELD FOUND TO HAVE UNSUITABLE SOIL MUST cc / �� \ S0. \ A LOAMY SAND BE REPLACED WITH TITLE 5 SAND AS SPECIFIED IN 310 CMR 15.255(3). CL RESERVE,AREA PROPOSED 5 OUTLET ' --- ` \\ \` �o�\\ \ \ \ \ LOAMY SAND 10 YR 4/3 �+ (20 X45 ) , DISTRIBUTION BOX \\ ,� .� \ \ \ F \ 1.4 10 YR 413 107.6 1.2 107.8 cu ` \ �\ \ \ \ o �, , B e INSPECTION NOTES m \ \ \\ \ \ \ LIOAMYSAND p S / ( zo.F n3z \ \ \ \\ \ \ \ 1 LOAMY SAND p + \ 1 \ \ �C� 1 D YR 5/6 1. FINAL CONSTRUCTION INSPECTION OF ALL SYSTEM COMPONENTS INCLUDING p F,��, / \ \ 1 \ \ 2 6 10 YR 5/6 106.4 2.8 106.2 INVERT ELEVATIONS ARE TO BE CONDUCTED BY THE DESIGN ENGINEER AND THE �/ �\\ , + ( i C BOARD OF HEALTH OR THEIR REPRESENTATIVE PRIOR TO BACKFILLING SYSTEM. o j 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO MAINTAIN UP TO DATE 3 LOAMY SAND AS-BUILT MARK UP DRAWINGS AND NOTES (PREFERABLY IN A SURVEY FIELD / �,•l i \ I I ` ' J5.0 10 YR 416 104.0 NOTEBOOK INDICATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL ~ "' O° `'' 1 / SYSTEM COMPONENTS INSTALLED. THESE MARK UP DRAWINGS AND NOTES WILL EXISTING WATER 2 BE UTILIZED BY THE ENGINEER FOR THE PREPARATION OF AS BUILT PLANS. a o o SUPPLY WELL (TYP.) N 0k / / i' ` '-� ` -- -- l I l VARIANCES co p / // ,�� � �o� `�..-\ � I /f\// ,�'� / 64 Registration: / Sj .\ \\ / / // \ �� M SAND TOWN OF BARNSTABLE BOH LOCAL CODE WAIVERS es of �? / M SAND 10 YR 7/3 � a. REGULATION REQUIRED PROPOSED •� •� 1 - �/ 10 YR 7X3 Section 397-8 E (1)(f)setback from water supply well to 150 fleet 125.7 feet Q ` 7>� ( \ - /_` / / ` 82" PERC TEST leaching facility. A variance of 24.3 feet is being requested. 3 LEE - ti 1 5 MINANCH LOCAL UPGRADE PROVISIONS co REGULATION REQUIRED PROPOSED / \ \\,,..,, 10.4 98.6 12.0 ' 97.0 NONE Proje mbec NOTE: //\ GtGAPI-IIC SCALE % NO GROUNDWATER/MOTTLES NO GROUNDWATER/MOTTLES MASS.DEP VARIANCES 6090 EXISTING FLOOR PLAN INCLUDED \ f/ 20 0 10 �0 40 80 -v IN VARIANCE APPLICATION. / O / \ \ / REGULATION REQUIRED PROPOSED / Sheet Number. +-� \ / IN FEET ) NONE I Of 1 Cn co _a,,._. PROVIDE COVER AND PROVIDE COVER FINISH GRADE OVER 4" SCH. 40 PVC OBSERVATION PORT RISER TO WITHIN 6" AND RISER TO FINISH GRADE DISTRIBUTION BOX= 1_07.8t WITH 31 OF FINISHED GRADE GRADE OVER TANK » INSTALLED IN ACCORDANCECMR 15.240(13) A 5/8" PERFORATIONS SPACED AT 6' T 9" MIN EL=107.5t 9" MIN FIRST 2 LEVEL7] NSTALLED IN ACCORDANCE WITH FILTER FABRIC MIRAFI 140N 4" SCH. 40 PVC o 3' MAX 3 MAX 310 CMR 15.251(8) OR APPROVED EQUAL DISTRIBUTION LATERAL (TYP.) y Ji � LDAM AND SEED ,. ___ LOAM AND SEED E 07.0-108.0 _ _ ==___ __ ___-_ _ __ ___ ___ _ -=_ ______=__________=`-______- _--_ __-- = ________ _____=______- ______ - _=-____--- -- --=____-_- --- -- -- -------- Y. I I { I I-- - a ______ _BACKFILL ---_ -= -------- -------- ------- -- ------ - --- ---- - _ - - -- ---- - _- - - -- --- _-_ - -- -- -- ---- _- _------_--_ - __--- -_-BACKFILL=-- -_- - - - _--_-- a b __=_ -� _ ___ - _____ -______________-BACKFILL_-- ____�___ -__= ___- __`______ __________ __=__- - =____=_ - ______ - -__________- s� to _----- _ = _ -- - _ -__-_________________--___ - - - -- - 1=106.10t i�j„1=105.82 -L� 14 =_ - I __-_- -= _--- - - - 105.12 - - - - - _ _ � LL L a BARN •_= i 1=105.57 --_ - - » » 104.78 I I I W ' m =1 10.80t ''.i- 10 MIN. = 4 » __- , ,I I ( I I I I 3/4 - 1-1/2 DOUBLE WASHED STONE 6" 3/4" - 1-1/2" DOUBLE WASHED STONE c :y� = MINIMUM I I ( ( 104.28 I _ O I I I I I I I I I I I I ( I I ( I I I ( ! I I ( I I I ( I ( ( I I ( ( •�_ O N W N•• _- ..•,r 3" DROP GAS -_ III _ _ ' I - . III- BAFFLE 1 i 0 6 OF 3/4 COMPACTED CRUSHED STONE 5' MIN, UNDISTURBED EARTH Q 11 -- . 3' 6'�'I 3, 6" OF 3/4" k-71 IF TYPICAL DISTRIBUTION BOX DETAIL UNDISTURBED EARTH - COMPACTED _�1 UNDISTURBED EARTH _I I 1 ' 11 I 30 30 �► m , CRUSHED STONE NOT TO SCALE 1500 GALLON SEPTIC TANK PROFILE TYPICAL DISTRIBUTION LINE PROFILE ESTIMATED SEASONAL HIGH WATER EL. 75.0 TYPICAL FIELD SECTION PROVIDE 5 OUTLET DISTRIBUTION BOX (BASED ON MASS GIS) U NOT TO SCALE INSTALLED ON LEVEL STABLE BASE. PROPOSED 1500 GALLON CONCRETE SEPTIC TANK INSTALL FIRST TWO FEET » » OF OUTLET PIPES LEVEL. LEACHING FIELD DETAILS T LENGTH: 10'-6 WIDTH: 5 -8 DEPTH: 5 -7 MODEL N0. DB5 H10 BY ACME PRECAST OR EQUAL � o m MODEL # 1500 H-10 BY ACME PRECAST OR EQUAL ( ) NOT TO SCALE O DESIGN CRITERIA ZONING & RESOURCE PROTECTION NOTES C NUMBER OF BEDROOMS - 5 .r 1• ASSESSORS MAP#: 131 PARCEL: 001 .� � so ` FLOW PER ROOM 110 GPD .��.r � � �"� � �' DESIGN FLOW 550 GPD OWNER OF RECORD: BARRY FASTER N r "` x, = * ' • '# °� ADDRESS: 431 WILLOW STREET, W. BARNSTABLE, MA 02668 Q w 330 RULE CALCULATION SCHEDULE OF ELEVATIONS TEST PIT DATA THE LOCUS IS LOCATED IN FLOOD ZONE C (AREA OF MINIMAL FLOODING) AS m '4 Z. c SITE AREA (BUILDING ACRE) 1.98 ACRES INV. EL. SHOWN ON F.1.R.M. MAP 250001 0015C. -- m y c; t � cc " n •� < WASTEWATER LOADING 330 GPD/ACRE INSPECTOR: DONALD DESMARAIS, BARNSTABLE BOH o o a a� o0 ALLOWABLE FLOW 653 GPD SOIL EVALUATOR: JOE HENDERSON HW 2. THERE ARE NO SURFACE WATER SUPPLY OR GRAVEL PACKED WELLS WITHIN C era o o RESIDENCE- TOP OF FOUNDATION 108.50 400 NO TUBULAR PUBLIC WELLS WITHIN 250 . = v� c; v� 40 0 o DATE: 10-0ct-06 ' x,. �� N RESIDENCE-BUILDING SEWER 106.10 SEPTIC TANK ° BARN- TOP OF FOUNDATION 113.20 TEST PIT NO.: 1-4 J. SITE IS NOT IN A GROUNDWATER PROTECTION OVERLAY DISTRICT OR A ZONE "V �':' 'o l` • M , PERC RATE: <5 MINAN SEPTIC TANK(DESIGN FLOW): 1,100 GAL. BARN-BUILDING SEWER 110.80 II RECHARGE AREA. DEPTH OF PERC: 4.5'-5.5' ' TEXTURAL CLASS: I o i USE 1,500 GALLON SEPTIC TANK SEPTIC TANK-INLET 105.82 GENERAL NOTES � a 1 ` ( a �• _a SEPTIC TANK-OUTLET 105.57 V 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION LEACHING SYSTEM DESIGN CRITERIA METHODS SHALL BE 1N ACCORDANCE WITH TITLE 5 OF THE STATE �1 b - D-BOX-INLET 105.50 ' r" ° .'^ 3 • �' ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE D-BOX-OUTLET 105.33 .Y SOIL ABSORPTION SYSTEM BARNSTABLE BOARD OF HEALTH. BED INVERT IN 104.78 LOCUS PLAN LEACHING SYSTEM USED: BED BREAKOUT 105.12 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 64 0 DESIGN PERCOLATION RATE: 5 MINAN. OF HEALTH AND THE DESIGN ENGINEER. W SCALE: 1"=1000' SOIL CLASS: / LATERAL DISTAL INVERT 104.66 BOTTOM OF SYSTEM 104.28 r� Qi LONG TERMACCEPTANCE RATE(LIAR): 0.74 GPD/S.F. ESHGW 75.00 TP-1 TP-2 3, USE 4 IN. SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE r 4 TOTAL AREA REQUIRED: 744 S.F. 0.0 107.0 0.0 107.0 NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM BASE TOTAL AREA PROPOSED: A A 4. THIS WITH ON-SITE E WASTEWATER EWAT E. TREATMENT SYSTEM IS NOT DESIGNED FOR USE LOAMY SAND LOAMY SAND � O � AREA: 30L x 30W: 900 S.F. 0.8 10 YR 4/3 106-2 1.3 10 YR 4/3 105.7 5. ELEVATIONS, PROPERTY LINE AND EXISTING CONDITIONS ON THIS PLAN ARE DESIGN FLOW PROVIDED(PER TITLE 5 VARIANCE) 666 GPD 9 B BASED ON FIELD SURVEY AND PLAN BY HORSLEY XITTEN GROUP, INC. PERFORMED AUGUST 25 2006. USE 1-30'L x 30'W LEACHING FIELD 150' WELL • LOAMY SAND LOAMY SAND �- / / BACIG 10 YR 5/6 10 YR 516 6. CALL` "DIGSAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION 2.1 104.9 2.8 104.2 (�., A , 1-888-DIC-SAFE AND ANY OTHER APPLICABLE AGENCIES NECESSARY TO - ^ti; , FIELD VERIFY LOCATION OF EXISTING UTILITIES. ti •� / /�/ / w LOAMY SAND ILOAMY SAND _ 7.. PROVIDE WATERTIGHT SEALS BY USE,OF NON SHRINK GROUT AT ALL POINTS \ \ \ \ BARRY PA8TER E-` \ 10 YR 4/6 10 YR 4/6 WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. q cy) �- �\ \ \ rF, \ ,,+�' 431 WILLOW STREET \ O 4.3 102.7 4.0 103.0 \ `� / \ \ \ ,�`� �- W. BARNSTABLE, MA 02668 2 2 8. REFER TO SITE PLAN FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC SYSTEM COMPONENTS. O (j � -� 15p► � \� \���� � � PARCEL AREA. 1.82 ACRES ' �/ \\ \ \ W �� � �WELL SETBACK SETBACK --� \ �' °�/ / / / i \ \ U Q i \ ,°� ,�' / / / �'' \ \ 52► 9. ALL STONE TO BE DOUBLE-WASHED AND FREE OF DIRT, DUST AND FINES. \\ \ /PROPOSED / i/ / / / \ o� 10. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND IN m OBSERVATION PORT M SAND SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN a _ _• \ I / , 10 YR 713 M SAND ENGINEER. � -- ---- :•:•� ':=•• '•- �, ti EXISTING LEACHING PITS TO BE ...:- •.. . •.. / ° _ PERC TEST 10YR7/3 :..f':.: :.. 0 / / / ° ABANDONED (SEE NOTE 14) / 70 11. CHANGES TO EFFLUENT FLOW GRADING OR LANDSCAPING EITHER ON-SITE rn 30.0 / / 3 M/NANCH O _ - - - - --- """ \,a / / '� OR ADJACENT TO THE SITE, OR FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC TANK MAY EFFECT THE PROPER FUNCTIONING OF THE LEACHING N `C :::::::-.:'::�:•::•.��'.:•::.•. •.-... .u-•. �j SYSTEM. cu 30 X30 LEACHING _ - / N FIELD / PROPOSED 1,500 / l a S�c o l GALLON SEPTIC TANK - :•: : : :. " \ i \ \ (\ 12• THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 cu _ r'- 10.0 97.0 12.0 95.0 YEARS. Q 0 a 0' >":- `� \ I \ \\ \ \ \ \ �O, \ NO GROUNDWATER/MOTTLES NO GROUNDWATER/NK3TTLES c°'2� L• O \ \ \ \ \ 13. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION a - T-3 - O jo - \\ \\ \\ \ \ \ NECESSARY TO LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL 3 SYSTEM REPRESENTED ON IT AND SHOULD NOT BE USED FOR ANY OTHER a pq 709 I \ \ \\ \ \ \ \ PURPOSES. n• TP-3 TP-,4 14. ALL EXISTING SEPTIC COMPONENTS SHALL BE ABANDONED IN PLACE IN \ ' \ 2R� \ \ `c-- ACCORDANCE WITH TITLE 5, 310 CMR 15.354(3). \ \ \ \ ��� �-��' \ \ 6.0 109.0 0.0 ' 109.0 N �- -rr r ► 26 4' \ \ 1 a.7' \ � �, \ \\ \ �` A A 15. AREAS UNDER THE LEACHING FIELD FOUND TO HAVE UNSUITABLE SOIL MUST 2`__ --- / \ \ \ \ 1O, l BE REPLACED WITH TITLE 5 SAND AS SPECIFIED IN 310 CMR 15.255(3). 1 y� \ `Ta \ LOAMY SAND RESERVE AREA PROPOSED 5 OUTLET \ \ \ \ LOAMY SAND ' DISTRIBUTION BOX � ' �\ \ �F \ 1.2 10 YR 413 107.8 (20 X45 ) \\� \ \ \ 1.4 10 YR 4/3 107.E T.o.F=108 \ � �\ \ \ \ o' \� e B INSPECTION NOTES m QSp,G�'� ' / \ \ \\ \ \ �`� , LOAMY SAND o �,�/ iO.F 1f3.2 \ \ \ \\ \ \ 0 LOAMY SAND / \ i \ \ \yn 1.' FINAL CONSTRUCTION INSPECTION OF ALL SYSTEM COMPONENTS INCLUDING `�- \ I \ \ I r 1 2.6 ' 106.4 10 YR 5/6 �, � I 10 YR 5/6 2.8 106.2 INVERT. ELEVATIONS ARE TO BE CONDUCTED BY THE DESIGN ENGINEER AND THE s� ' C BOARD OF HEALTH OR THEIR REPRESENTATIVE PRIOR TO BACKFILLING 'SYSTEM. o o / N Pv/ 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO MAINTAIN UP TO DATE ' LOAMY SAND .t, ,_., 10 YR 4/6 AS-BUILT MARK UP DRAWINGS AND NOTES (PREFERABLY 1N A SURVEY FIELD m 1v 2 M 5.0 104.0 NOTEBOOK) INDICATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL o / / ,1 I SYSTEM COMPONENTS INSTALLED. THESE MARK UP DRAWINGS AND NOTES WILL a o / EXISTING WATER 2 _ BE UTILIZED BY THE ENGINEER FOR THE PREPARATION OF AS BUILT PLANS. n`° ,v �� ,,� __ ` I , � -K- �,.-,,•� � •-�� \.,, ` SOPPILY WELL I(TYP.) VARIANCES o S�gP �/ �-�° � Iry / 64 egistratio �� M SAND TOWN OF BARNSTABLE BOH LOCAL CODE WAIVERStNOF w G) / / M SAND 10 YR 7/3 REGULATION REQUIRED PROPOSED • f �O� / �5��. °" -�_ _ J� / / ! 10 YR 7/3 FAT Flu Section 397-8 E (1) (o setback from water supply well to 150 feet 125.7 feet �E 82" PERC TEST leaching facility. A wdance of 24.3 feet is being requested. cm 5 M/NANCH No.4M24 LOCAL UPGRADE PROVISIONS ` ,� ch f \} __-- '� N REQUIRED PROPOSED `�- / REGULATION _______-_ -�-- "n / � ry 10.4 ' 98.6 NONE �3v / / \ / / / / NO GROUNDWATER(MOTTLES 12.0 97.0 Proje Number, NOTE: GRAPHIC SCALE NO GROONDWATER/MOTTLES MASS. DEP VARIANCES �-. EXISTING FLOOR PLAN INCLUDED \ f/ 20 0 10 �a 40 so 10 IN VARIANCE APPLICATION. \ / \ REQUIRED -�- \ / REGULATION REQUIRED PROPOSED Sheet Number: E / N \ 1\ � IN FEET ) - - - -- -- - - - - - - NONE I Of, I ta