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0083 BRISTOL AVENUE - Health
IfT83 Bristol Ave Hyannis - - _ A=291-149 o a a Ib 111111� ��� r I a i o � o _C TOWN OF BARNSTABLE {;,LOCATION r<3 /3 r'i S fa 1 / SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL 9 1- 14-�i INSTALLER'S NAME&PHONE NO. G4jQP, j rJ , Lz nj fe pr_is= LLC 4774877 SEPTIC TANK CAPACITY /DD U G A1_ LEACHING FACILITY.(type) S-toneless O erj (size) I1, 6 4 x a5 arc 36 Hi CAP -d6_ NO.OF BEDROOMS 3 OWNER Soseph X Florence Loae,-Jo PERMIT DATE: 9-4-9f 0l COMPLIANCE DATE: 8-10-,2011 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /10 #16 n /a* 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) ap j Feet FURNISHEDBY Ggp&,Wt'rxe 1.nfpr•proses L.LG 70 ® 3 60 _ 1 50 '+O A C -i : i3`.g` Q-1=34.8` 13=G=3G; I, c-3�a3 - -, Q d-C301 13-7:37.3 13-3=07.6 �- Q-y=33:5 13-5=3 c-7=a7: y, TOWN OF BARNSTABLE 7CATION BBC 5,T d L: SEWAGE#.r.-20 ( � 2q(o VILLAGE W A✓1 n ►S ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.JZo'- V- 3- t v"t- Co SEPTIC TANK CAPACITY I 0 O O LEACHING FACILITY:(type) LC (size) I 1 X 3y NO.OF BEDROOMS 3 OWNER L.o oAT0 PERMIT DATE: ? - Z - 20 19 COMPLIANCE DATE: 7- l Z. Separation Distance Between the: t Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 140104,16 to Feet Private Water Supply Well and Leaching Facility Of any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 360 feet of leaching facility) Feet FURNISHED BY 2,0 6 A- ► = 33 �S ' - ry 2, 3 REAR g .A-3 : `�.Z` p, a ►q.s' a ; 2a3 '- 3 �_z= Ilk - S' 5 y Q -s- SU.S ' No. q6 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for MispoBal 6pstrm ConstrUttion Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 83 W,1$'rDG 4VC RY Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 1 JOSS `S Installer's Name,Ad ress,and Tel.No. $p�;- q-7 7- f$77 Designer's Name,Address,and Tel.No. SCAB-X-73-0 317 �P-LDb��.T B ov7� eo e .TC ��►.IG iJ��..dl-�Gc �tJc , S e6 I AV54 C 4LO_3 4.4.�4R� Type of Building: Dwelling No.of Bedrooms 3 Lot Size S, a.� sq.ft. Garbage Grinder( ) Other Type of Building JL6S t'bAC1.M1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 34 3�4 gpd Plan Date :Is-a-0 C Number of sheets Revision Date Title R,3 bZtS Tom. /4Y15 I+y4f l S Size of Septic Tank i ppp. Type of eS.A.S. Description of Soil s Nature of Repairs or Alterations(Answer when applicable) 036 ��t S"t t wJ l!�D®� fc�ELcNJ C_ 6ti S[oag Axib .Q ' 6v a_JD S Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health Si Date 1 ' �•'o�G� Application Approved by Date Application Disapproved b Date for the following reasons Permit No. (y _ Z b Date Issued 0 No ` ' � t ? Fee THE COMMONWEALTH OF-MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rpplication for Misposal *pStem Construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Cgmplete System ❑Individual Components Location Address or Lot No. 83 W,15'TCk, AVG 14y Owner's Name,Address,and Tel.No. � Assessor's Map/Parcel 056PI4 <, w67vD--1 µ-PA--r,4 ! Installer's Name,Address,and Tel.No. S p g_ 'j'T 7- $g 7,7 Designer's Name,Address,and Tel.No. ,Svg-X7 j„p 377 CAPG&11•DG/R4b3E4_-r 16 sC 1:.1JC__(t. t___&f,1WGC Z*Jc �. Type of Building: Dwelling No.of Bedrooms 3 Lot Size g 41 b0�sq.ft. Garbage Grinder( ) Other Type of Building Pt?&t'hclJTt No.of Persons Showers( ) Cafeteria( ) a Other Fixtures % Design Flow(min.required) 3 ?n gpd Design flow provided 3 4 3 t 44 gpd Plan --Date /- 2% -ap(9 Number of sheets Revision Date Title 8 3 M KIM(, _ AV 4 4%,1 Q(S Size of Septic Tank 1 tjnn Type of S.A.S. Description of Soil i Nature of Repairs or Alterations(Answer when applicable) U 5 E ST/►.j 1,Gp a Fr�rf1_dL� <f. i� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ) , SS Date Application Approved by li Date Application Disapproved by Date for the following reasons t Permit No. 7,0 1 C1 Date Issued .' !i A. -- ---------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by 0.RIc(i�!/���� -� at AJZJS7l�C. �,��C Sf�,NJUI has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2019-?yr dated �7 Z 2019 Installer 44 p t AI-C 12c1fk92:z--r a rf)y&_ A 0, Designer SL _tj C. #bedrooms �i y Approved design flow 3-3 p and The issuance of this permit hall not a construed as a guarantee that the sy t m will f n 'on as des' ed. z Date Inspec r 2- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS ]Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair(� Upgrade( ) Abandon( ) System located at 193 AaIKML and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit el Date�_?�7�(Z�a Approved by 4' 0 U I. i�, [u i y i I : [[Awl No. 3338 P. i Town of Barnstable Ile ReguIatolry Services • Richard V.Scali,Interim Director awgrAum Public Health Division Thomas McKean, Director 200 Main Strect,Hyannis,MA 026ol Office: 508.862.4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit# .2019 -7- (fo Assessor's MBP\Parcel Designer: 7:5—G Eti, t ►eerm 'Zv1�. Installer: C.PewI& egkrpltst:T Address: ),BS'i Cronkoe.rr igiyiwc+y Address: l�3 Ca�aantt,lla� }�`� Easi war0Aavn N,4 OZ5c3 g nas�tPte K. On YAu 4XYwas issued a permit to install a (date) (installer) septic system at 8 �ffs41. ifL/erlue� based on a design drawn by (address) _"C tCA, ion e,"Z lc� , �v�G dated 50Ae. 281 2011 V/ (designer) V 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. Strip out (if required) was inspected and the soils were found satisfactory. ' I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations. flan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed i iance with the terms of the IW approval letters (if applicable) , H F �qs� C—C arc J014N L y C►tuacHILL AL N (Inst ig ure)10 CML .41 (7 eslgne�� ignature) (Affix De 1 p Tlere) PLE SE RETURN TO BARNSTABLE PUBLIC HEALTH D SION CERTIFICATE OF C MPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS 'BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THA YOU. Q:ISeptic\Designer Certification Form Rev 8-14-13.doc Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS fipfitation for 30isposal 6pstem Consttuttion Hermit J Application for a Permit to Construct( ) Repair( ) Upgrade()6 Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 93 00-15IVI- AVE 14Y64 06 Owner's Name,Address,and Tel.No. '305GIPOt a L OPAL Assessor's Map/Parcel MAP Xq 1 83 QOSNt_ AVE OYAPIJ S SOT—77 - (071 Installer's Name,Address,and Tel.No. SP g Designer's Name,Address and Tel.No. 502—a�3—d 37 7 C �w�p� J1tc726�1S�T 44L qj7 scat tc�e to Cexceue�Cie�e.. � c4Sf;(D� £sS ? �>35� rx !%fl �4v16 Type of Building: Dwelling No.of Bedrooms Lot Size S +� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .3 3 gpd Design flow provided S 5 e gpd Plan Date 01-- j I Number of sheets Revision Date Title [3�(s"�C, A u Size of Septic Tank ,®OD Type of S.A.S. o`ZO AWL .��t�L° B LO D(FQQCQLS aO Description of Soil 5 CL eLAQ klAn) F, =LD q S" Nature of Repairs or Alterations(Answer when applicable) u gwee nku-=SYs t Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H d Date Application Approved by - Date 1 Application Disapproved by Date for the following reasons Permit No. �� Date Issued f No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered incomputer: PUBLIC HEALTH DIVISION -TOWWOF,BARNSTABLE, MASSACHUSETTS Yes ^ 9ppYication for 30isposai ipstem Consttu7rt%orc-3Permit Application for a Permit to Construct( ) Repair( ) •Upgrade(�1 Abandon Complete System ❑Individual Components Location Address or Lot No. 8 3 (5R15?&#_ AVE- H)K 'Owner's Name,Address,and Tel No. Assessor's Map/Parcel MAP XCI1 �W , �Caq $ PQiSiUL. AVG RYAOIJIS SOT--n.T -407 Installer's Name,Add ess,and Tel.No. S-p g Desi ner's Name,Address and Tel.No. 5Q�-X13-03-17 CAPCw��t CVy6 4j-5t:T L40. y-,T -3C-9 1we2wu� daAfW&X e14A- Sr- k p(SI(iP� 8 8 7-1 5 tl*ti wbtb, Type of Building: ��� Dwelling No.of Bedrooms ott'Size 00 sq.ft. Garbage Grinder(' ) Other Type of Building ]Z No.of Persons. . Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3(:) gpd Design flow provided / �J s 5 .� gpd Plan Date $-off-- ( Number of sheets Revision Date r Title 9?) DRI-5-M-. A U 5, t Size of Septic Tank 1 ,000 Type of S.A.S. 2,0 'AW_ B(OD(FUS-CaS H-;LO Description of Soil 5&Z PLAO t N to Nature of Repairs or Alterations('Answer en applicable) UrP �Dc' P` I.c�� SYST�iI Date last inspected: n Agreement: a The un�ebb S' ned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with e provisions of TitW5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance 69heen issued by this Board of H e _ Date Applion Approved by Date 1� Application Disapproved by Date for the following reasons t Permit No. '' Date Issued 9 j 8 ! i ---------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site•Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by C/40E(gg l✓ W� UVC LLx4_ at 03 ba tSTb 1✓ AV G MokNl)t� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.1 t 9/�— dated Installer GAPSwiye Designer _ (,, GNGetUE?_'J k3(,e #bedrooms 3 Approved design flow gpd i The issuance of this permit shall not be construed as a guarantee that the syste ill func' esi d. Date �. Inspec or - --------------------------------------------------------------------------------------------------------------------------------------- No. 3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(�) Abandon( ) System located at 23 (3%k1 L- tk V E KyLYWLAG and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with t Title 5 and the following local provisions or special conditions. Provided:Construction must-be omplet dd within three years of the date of this permit. _ Date �) 7/ Approved by v �.r� 11/04/2011 00:47 5082730367 V0645 P. 002/002 i Town of Barnstable Regulatory Services a Thomas F.Geiler,Director 1 m "B'� ' Public Health Division om. o Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: y r( ( Sewage Permit# '2o It - Z(-3 Assessor's N11'a p/Parcel Zq 1 1 I yq Installer&Designer Certification Form Designer: SG E,15tnee.c(0aj , TinC.. Installer: etj�erfrese.s Address: 2 i 3 4 C rcmnbbur�( q-�nw � Address: S 3 C d on ee 'c 14l, `51. E'4e1 wardnom, 11 A o253 S �WS� 7'14 02 vj b�' 5o6-273•-0377 On 00 4- Zo e k �'L — h was issued a permit to install a (date) (installer) septic system at 83 -1�05}0l AycAue- based on a design drawn by (address) -5 C. En5ineert41 , 7he_ dated AuVsi 2, Lo U (designer) �1 certify that the septic system referenced above was installed ;Wbstantially 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 certify that the septic system referenced above was installed witli major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Loen! ReuuItitIons. Plan revision or certified as-built by designer to follow. Stripout(if required) v�,:. i.:�s ected and the soils were found satisfactory. u CIIvR::-!LL .� s let's SI ature) AMA esigner s Signature (Affix be`gn r��' ;.:.:1 Here) P A3E RETURN TO ARNSTABLE PUBLIC HEAL 101V1S.IGN. CERTIUCATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL 1 Q/YH FORM AND AS- BUILT CARD ARE RECEIVED AY-M BARNSTABLE PU[3LTC;!i EALTH DIVISION. THANK YOU, q;\of ko fommWesignercertification form.doe 9/7/21, 12:47 PM iShowAsbuilt(1700x2800) TOWN OF BARNSTABLE LOCATION R 3 [3 r t s It j1.e. SEWAGE n VILLAGE //Tt1„C ASSESS0R'SMAP&PARCELa91-Iv4 1NSTq LI.FR'S NAME&PHONE NO. Gc p&,T,✓i r/P. 1=4f Mr:<Pc LJ_C 4774877i SEPTIC TANK CAPACITY 10o n A L. LEACHING FACILITY:(type) (siu) r1,5�x a5 F�c Ni Gr.p •.tp NO.OFBEDROOMS 3 OWNER xioseph f I=IMP/IGP. Ln12a4o PERMTTDATE: S-4 2oAI COMPLiANCEDATF.: 8-f0-o'2611 Scpmurion Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 00 //'fJ M 12"Fca Private Wafer Supply Well and Leaching Facility(if any wells exist on ' site or within 200 feet of leaching facility) Feet Edge of Wetland aced Leaching Facility(If any wetlands mist within 300 feet of leaching facility) Feet FURMSHEDBY Ga,p&Lg .te L.LC, 70 3 60 a 50 1 µ0 !3 A C i 13-I=3.4,8� 3-6�36 C-3z.0 A-1 lal3.8' 3-7e37.3 6 r<3a' 8-3e17:6` 6-4-33;35 https://itsqldb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=291149&sq=2 1l1 PERMIT N0. LOCATIO SEWAGE �3 2i s Azp U c7 5 315 VI-;LLAGE , ku A-A VI is IN.S LLEIt S_ NA E i , ATESS GUILDER OR OWNER L o P4 7A DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED _ S _ 95 �. T _ g2�s��1 P�v� . � ��b ��3 ,, �,��, _,a ' ��` �� a �-� _, + � N i _ _ �R _ _ _1 Town of Barnstable Pit 3 5 2)� Delpartment of Regulatory Services Public Health Division Date 71 1f1,2Y talA �� 200 Main Street,Hyannis MA 02601• lF��A Date Scheduled Time Fee Pd.—,14 Soil Suit 'abii'ity�og Assescsmentfnr Sew Disposal . Performed By: t W �- 8e dJ C6 L J Witnessed By: LOCATION& GENERAL INFORMATION Location Address ;SSO L ^. n Owner's Name 1 � to p,q.+c) Address Assessor's Map/Parcel: aC( (/ L)`73 Engineer's Name C. NEW CONSTRUCTION REPAIR Telephone# Land Use �S> ✓17iG1 Slopes(%)- O: Surface Stones / In Distances from: Open Water Body ILd d ft Possible Wet Area 1 Vd ft Drinking Water Well d0 ft Drainage Way ' ft Property Une IO ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) TYJ Ty 2 o U Parent material(geologic) O0- Wu Depth to Bedrock Depth to Groundwater. Standing Water in Hole: NdYi-e Weeping from Pit Face Estimated Seasonal High Groundwater Method Used: DETERNIINATION FOR SEASONAL'HIGH WATER TABLE O�Ct=cF de5krdai�o� Depth Observed standing in obs.hole: 7 t 20 In. Depth to soil mottles: D*h to weeping from side of obs.hole: —in, ©rou In. Index Well# — Reading Date: — Index Well level A ndwater Adjustment — gt. dJ,factor, � Adj.Groundwater level,, PERCOLATION TEST Dates►!U Observation AK Hole# ' Time at 9„ Depth of Perc -- Time at 6" Start Pre-soak Time Q Time(9"•6") _ End Pre-soak f'I'1c) Rate MinJluch 4-In Site Suitability Assessment: Site Passed_ 11_� Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\.SEPTICU'ERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Surface(in.) Shcl Color Soil• Other (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. �_/� o rsistenc� gb Om'vim_ I S" _ G`(-�ao eZ �S a�sY6 j3 Depth from DEEP OBSERVATION HOLE LOG Hole# Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell Mottling (Structure,Stones,Boulders, - o on i en % m e LS ioVr - MS DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Surface(in.) Soil Other(USDA) (Munsell) Mottling (Structure,Stones,Boulders. it DEEP OBSERVATION HOLE LOG Hole# Depth from Soil horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. on ' to a Flood Insurance Rate Man: Above 500 year flood boundary No— Yes „ Within 500 year boundary No x Yes ' Within 100 year flood boundary No.'X Yes . Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pery us material exist in all areas observed throughout the area proposed for the soil absorption system? Y_ If.not,what is the depth of naturally occurring pervious material? j Certification I certify that on a 0. (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expR/Vwt, se and experience described in 10 CMR 15.017. Signature Date �y Q:\S.EPTICI%PERCFORM.DOC No....ez^'T'!Is 3 FEB.. .................... ............................ THE COMMONWEALTH OF MASSACHUSETTS BOARD PF HEALTH ............. ........OF.... ...%�#/o I../ /. VYr hZe,........................... Appliration for Uhipaiial Works Tonotrurtion runfit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: i_W- Ig ...... ...... 11 ...................... .................................................................................................. Locati n Address or Lot No. .......... .......... ...Abi;----------------*--------------------- ---------------------------------------------A-d-,d'r'-e,s*s............"........"...... 1_&4 ae.4 A..,5 LA,� "2 �� ....... ... ..........................;.. ................................................................................................. Installer Address Type of Building Size Lot............................Sq. feet U Dwellingwo. 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..........I----------------------------------gallons. 1:4 Septic Tank—Liquid*capacity.............gallons Length................ Width..-----......... Diameter................ Depth................ Disposal Trench—No. .................... Width....--......--.--... Total Length.................... Total 16ching area.............:------Sq. f t. Seepage Pit No--------------------- Diameter.............--..... Depth below inlet.............._..... Total leaching area...................sq. f t. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Per-formed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit...............---.. Depth to ground water..--..................... Test Pit No. 2.....:..........minutes per inch Depth of Test Pit.............---.... Depth to ground water........................ ------------ ----------- - ---------------- ---------Description of Soil %.,j I I I 1 41 �..... ------ ... 0 De ... ..................................................................................................... x U ......................................................................................................................................................................................................... ....................................................................................................................................................................................................... U Nature of Repairs or Alterations—Answer when applicable...17,!AW70...1 -4 .. ........................................................... ........................................................................................................... . ....................... ............................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TLITLE. 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the rd of health. 1-1,health. .. ......... ....Signed. D te_ 17 ApplicationApproved By................. ....... ......C& ................................... ............ ......... Date ow a Application Disapproved for the fo owing reasons:......................... ...................................................................................... --------------------------*----------------------------------------------- ......*------------------*---------------------------------------------------------------------------------- Date Permit No...._..(?,�...... ...................... Issued..... .................. o Date ------------------------- ----------- ------ h No..."' o..�:5._�_ Fss...............{�............._ THE COMMONWEALTH OF MASSACHUSETTS �,,.. BOARD OF HEALTH ............f-.a......................OF...... ............ `'..:'.f.....-' ::== ,r ............................ Appliration fur-Vispniittl Works Tomitrur#iun erntit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: J ,? Location-Address or Lot No. ............. a ._._................... ..................... .................. .............................................�� Address rf Installer Address d Type of Building!!• Size Lot............................Sq. feet U Dwelling-;`No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type e of Building No. of persons............................ Showers Gr YP g •-------•----•-•---•-------• P ( ) — Cafeteria ( ) Q' Other fixtures ..---•-----------------------------------•••-- ----------------------------•---------------••---------------•---- WDesign Flow.........:..................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank=Liquid'capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.........:..._...... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter......................Depth below inlet....,............... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) ." Percolation Test Results Performed by------------------ -------- --------------------•.•----------- ....... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit..........._..___... Depth to ground water......................... G% Test Pit No. 2................minutes per 'inch Depth of Test Pit.................... Depth to ground water........................ ......................................................... -------------- O Description of Soil------- '1/' =..'_` � 'l'G:.''? -------------•-•-----------------------•--------------...-----------•--•-------------------.........---- x - U W -=•-------•................•±--•--••----•----•---•••---•-•--•--•------------•-•-•-•-••-•-------------•-------------•---------•---•------ ......................................................... ------- Nature of Repairs or Alterations—Answer when applicable �_??1�e--- P PP ;W ----------------------------------------------------•------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITU 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the bard of health. �Signed. _.�_ ............ ., r'/ ................................ Application Approved By.................. !....... ... ................................ --•------�--r-�e. .... Date Application Disapproved for the-f o owing reasons--------------------------------------------------------------•------------------•------•._...---•---------•---- _..-----•--------------------------------------------------------------------------•.... Date Permit No.......q;.r -? - -------------------- Issued-: 4--....-3--................................. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH , �. ............OF......... ::" ...............................................................x r' (Irdif iratr of Tampliatta TZZLS S,�f'J CERT TY, That thefIndividual Sewage_ Disposal System constructed ( ) or Repaired F ,gyp b . ..... �..�/6U.p�.. I-< / IiJtc. "=4°'''"-=-- . .................... J� - e J. f � Installer has been installed in accordance with the provisions of TIME 5 of The State Sanitary Code as described—in the application for Disposal Works Construction Permit No...... .. 313......... dated....... ."'. ............ THE ISSUAN E OF THIS CERTIFICATE SHALT. NOT BE CONSTR D AS A GUARANTEE THAT THE SYSTEM 1AlIL F N TION SATISFACTORY. DATE.................. .........................•------•-------...... Inspector............... .. ----------- ..... .........-----•--•-•-•. THE COMMONWEALTH OF MASSACHUSETTS BOARD 9F HEAL,TH � ..............o .,r �........OF....' �-�. �;.�;w; � �:��'.. :{.:.......................... �j ..b .. No......................... FEE........................ Ramat ^ larks (9nnf#rudilan rrnti# V.Permission is hereby granted...._ _° `'..__. %` `. j :_��`r .....:`..._...__._.� -, ..........................................................•••-- •- ................................. to Constr t f ) of Repair ��- an,Individual Sewage Disposal System at No......Yv_1........At.............. /-...:.:T - .. Street as shown on the application for Disposal Works Construction Permit No..... '_ .q.!.!Dated..__._..~.:3.-1?—s _.... ..................................- 6-- ................................................ Board o ealth DATE----------- 6- V § FORM 1255 A. M. SULKIN, INC.. BOSTON " - r r 4"SCHEDULE 40 PVC MIN. SLOPE 1% PROP.VENT WITH CHARCOAL r _ r E t0 L NOTES T.O.F. EL.= 43.$ ±' INISH GRADE OVER D-BOX= 43.3 ± FILTER TO ABOVE GRADE FINISHED GRADE OVER BIODIFFUSERS= 43.41 43.63 /� PROVIDE EXTENSION RISER SLOPE @ 2% MIN. WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 43.2r± F.G. OVER TANK EL.= 43.0 FINISH GRADE r± 5"DIA. OUTLET(S) 3"OF F.G. (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES. } 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE I DESIGN ENGINEER. EXISTING 4" PROPOSED 4" 36"MAX. SEE NOTE 21 TOP OF SAS/B.O. = 39,93' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL =I i SEWER PIPE __ L_ PVC SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED. ===--=�- 3"DROP MAX PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN ___-- 6�3" 2"DROP MIN 3" 9" L = 38�± _ , MIN.S_ PE@l% JOINTS(TYP.)10" 4"PVC IN FROM 11_� _ 1.33' Q 16" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF ILI14" \_�405± SEPTIC TANK 4"PVC OUT TO 0 90, (NP.) 10.75"(TYP) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE • LEACHING FACILITY i I 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. SPECIFIED DROP BETWEEN INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL ' 12" 6" , 39.50" - 38.60' laid flat 2.875'(34.5")_- 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE '40.00 MIN. 39.$3 ( ) (TYP.) _ 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES ' GAS BAFFLE 6"CRUSHED STONE TYp,) 5'MIN. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY ( 11.5' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE REQ'D • 25.0' - AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 44.00'ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 33.50' BIODIFFUSERS (END VIEW) ON A NAIL SET IN A 14"TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. BIODIFFUSERS (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TIC TANK PROFILE DETAIL 36 C ! 1 ) BIODIFFUSERS ( v ) TO THE DESIGN ENGINEER. TO*CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR �??�33 ` �.7 1 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST IT NOTES: �. " �'""� ., F' "�"� � DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH PERC NO. 13352 APPROPRIATE AUTHORITY. SEPTIC SYSTEM COMPONENT. �' INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT DRIVES OR TRAVELED WAYS IN WHICH CASE +► �� , `� '� e ti� � `� EVALUATOR: Bradley M. Bertolo E.I.T. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE / h „' r THEY SHALL WITHSTAND H-20 LOADING. PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA _, ZONE 2 C.S.E.APPROVAL DATE; July 2003 SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF r P' "$!l. "' PATE: July 14,2011 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. r SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. r : .,4,. TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE k• A �� � ► - - MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. N r x �� o �1� ;. s LEV T - REPLACE ALL UNSUITABLE MATERIAL WITHCLEAN COARSE SAND FREE FROM CLAY, / E OP 43.50 Q�. P` Ov'CI - i / tz ELEV WATER= <33.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). `l i � a 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN PERC RATE_ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. i + DEPTH OF PERC= 48"-66" a k 16. PROPOSED PROJECT IS LOCATED WITHIN: TEXTURAL CLASS: 1 ASSESSOR'S MAP 291 PARCEL 149 3 zt ? _ OWNER OF RECORD: JOSEPH LOPATA AND FLORENCE J. LOPATA ADDRESS: TRUSTEES THE LOPATA FAMILY TRUST MAP 291 v A Loamy Sand `� rZ LOCUS 0 43.50 r� � 83 BRISTOL AVENUE �X 10Yr 3/2 HYANNIS, MA 02601 PARCEL 149 # x '' �::` ti 1000 42.67' FEMA FLOOD ZONE C r ` BLoamy Sand COMMUNITY PANEL# 250001 0005 C ta�o / ZONE 2 '' r N A ! w A 1QYr-5/6 17. DEED REFERENCE: L.C.C. 191876 M -43-- \ e "ok 48" 39.50' i d / o \ / Med.-Coarse Sand 18. PLAN REFERENCE: L.C. PLAN 14034-A O oo_ \o$ MAP 291 �' fr ` Perc C-1 2.5Y 5/4 , (20%gravel) 38.1T 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. PARCEL 148 .I., ` '; " ` k 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 66 38.00 43 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY ~ \ ✓ JrrJ� FOR U OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE n r USES = L d 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE a, Medium 25Y 6 an � " C-2 13 APPROVALS ARE REQUESTED FROM 310 CMR 15.221 (7)$310 CMR 15.211, RESPECTIVELY: / #83 / \ (1.) A 0.7'WAIVER(3.0-3.7') FOR THE MAXIMUM COVER OVER THE LEACHING SYSTEM. EXISTING \ 2.) A 10.0'WAIVER(20.0'- 10.0')FOR THE SETBACK FROM LEACHING SYSTEM TO FOUNDATION. 3-BEDROOM <� y- 7 LOCUS PLAN DWELLING :• \ EXIST. 1,000 GALLON SEPTIC TANK \ TO BE UTILIZED IN THIS DESIGN SCALE: 1"= 1000' 120" 33.50' No Mottling,Weeping or Standing Observed GARAGE B.H. 0 DESIGN DATA TEST IT DATA LEGEND PERC NO. 13352 C-2 Q Benchmark INSPECTOR: Donald Desmarais, R.S. 50x0 EXISTING SPOT GRADE Nail in 14"Tree EVALUATOR: Bradley M. Bertolo, E.I.T. C-1 Elev. =44.00' NUMBER OF BEDROOMS DESIGN 3 _ _ Z 42x6' Approx. M.S.L. 110 (DESIGN) - 50 - -` - EXISTING CONTOUR . MAP 91 o ' DESIGN FLOW GAUDAY/BEDROOM C.S.E.APPROVAL DATE: July 2003 2 DATE: July 14,2011 50 PROPOSED SPOT GRADE PARCEL 150 c90 >� PROPOSED 40 MIL. IMPERVIOUS / TOTAL DESIGN FLOW 330 GAUDAY 'o TEST PIT#: 2 o. o_ ,� � - r PROPOSED CONTOUR GEOMEMBRANE LINER; _ p'3 DESIGN FLOW X 200 % = 660 GAUDAY TOP LINER EL. =39.93; �'.�.•o Tp 2\ ROP. D-BOX / G�O���G �' c USE EXISTING 1 000 GALLON SEPTIC TANK ELEV TOP= - 43.50' D/H/W EXISTING OVERHEAD UTILITIES BOT. LINER EL. =35.93 ' ELEV WATER- <33.50 �•. 43x5 - �.•�• PERC RATE- W W EXISTING WATER LINE _44,-- �,. 250 P 1 LP. \f� DEPTH OF PERC 3x5' INSTALL 20 - ARC 36HC (#3616BD) BIODIFFUSERS (H-20) TEST PIT LOCATION \ TEXTURAL CLASS: 1 /(4 EXISTING 1,000 GALLON SEPTIC TANK 1 SYSTEM CAPACITY ' (2 0 ,50"`� 43x9' 42x3' \f (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0" 43.50' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE PROPOSED INSPECTION PORT / ; 566 0� EXISTING LEACHING PIT(approx. loc.) (100.0)(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING DAY A Loamy Sand WITH ACCESS BOX(TYP OF 4) 3) 90• TO BE PUMPED, FILLED U'�l1TH GLEAN \ � 10Yr 3/2 13 COARSE SAND &ABANDONED 1p" 42.67' PROPOSED DISTRIBUTION BOX 43x4 TOTALS: Q PROPOSED ARC 36HC(#36166D)BIODIFFUSER(H-20) �00 43x5' TOTAL NUMBER OF BIODIFFUSERS: 20 B Loamy Sand o TOTAL NUMBER OF COUPLINGS: 0 10Yr 5/6 !'o_ -- TOTAL LEACHING AREA: 480.0 48 39.50 TOTAL LEACHING CAPACITY: 355.2 " Med.-Coarse Sand REV. DATE BY APP'D. DESCRIPTION PROPOSED TOTAL 20 ARC 36HC(#3616BD) C-1 2.5Y 5/4 PROPOSED 4" PVC VENT PIPE BIODIFFUSERS (H-20) IN A FIELD CONFIGURATION 64" (20%gravel) 38.17, PROPOSED SEPTIC SYSTEM UPGRADE �. / NOTE: PREPARED FOR: 43x8' EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER CAPEWIDE ENTERPRISES "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST MODIFIED Medium Sand MAP 3O9 C-2 LOCATED AT JANUARY 11, 2011). TRANSMITTAL NUMBER=W000052. 2.5Y 6/3 "PARCEL 08 a 83 BRISTOL AVENUE HYANNIS, MA 02601 SWING-TIES 120" 33.50' SCALE: 1 INCH = 10 FT. DATE: AUGUST 2, 2011 HC-1 HC-2 0 5 10 20 40 FEET DESCRIPTION No Mottling,Weeping or Standing Observed A OF aigs9� BIODIFFUSER CORNER(1) 27.6 14.3 �s PREPARED BY: RESERVED FOR BOARD OF HEALTH USE RCHI L. Gs� ' JC ENGINEERING, INC. BIODIFFUSER CORNER(2) 36.T 23.T � CHURCHILL R. � y CI 2854 CRANBERRY HIGHWAY BIODIFFUSER CORNER(3) 31.6' 41.2' o' EAST WAREHAM, MA 02538 BIODIFFUSER CORNER(4) 20.4' 36.6' SITE PLAN- 508.273.0377 SCALE: 1"= 10' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2033 T.O.F. EL.= 43.8'± INISH GRADE OVER D-BOX= 43.3''�' FINISH GRADE OVER CHAMBERS = 43,16' - 43.331 GENERALNOTES PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER 1• UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 43.2' F.G. OVER TANK EL. 5"b1A. OUTLET(S) STONE OR FINISH GRADE , MIN SLOPE 1% TO F.G. (SEE GENERAL NOTE#21) OF GEOTEXTILE FILTER FABRIC TO 1/2"DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. �' _ 43,0 t 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE - ----- PLACE RISERS ON ALL DESIGN ENGINEER. TOP OF SAS=40.33 CHAMBERS WITH EXISTING 4" r , PROPOSED 4„ 39"MAX. "'MIN. PVC SEWER PIPE 39.50' 3�"MAX. , INLET PIPES TO 6"OF 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE BREAKOUT EL= 40.00 SYSTEM UNLESS OTHERWISE NOTED. FINISHED GRADE 61 3" 3" DROP MAX „ _j PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN -- --- _ _. 2 DROP MIN 3 9 _ MIN.SCOPE@�i L = 43'± JOINTS (TYP.) ELEVATION =40.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A " �w� - 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" + 0a '-�- SEPTIC TANK 4" PVC OUT TO 0 O C� 0 o o C� O 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE 4 O LEACHING FACILITY p0 00 � C 5, SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN <D 0 0 0 0 00 0 0 0 INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL , 12" 6" 1' o0 0 0 0 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. .� OUTLET TEE 40.00 MIN. 39.83 0 0 0 o o � = = 0 = I r' coo 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK SHALL VERIFY SIZE 48 VERIFY CONDITION OF AND CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE o� o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS o o 0 C� 0 0 TANK NECESSARY OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH COMPACTED BASE 2.0' I 2.0' AND DESIGN ENGINEER. 6.0' (TYP) 4.0' 4.0' 5 OUTLET DISTRIBUTIOWBOX 3.( P) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 44.00 ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE 34.0' I ON A NAIL SET IN A 14"TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV. < 33.50' .EXISTING 1 ,000 GALLON _CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 38.50 11.0' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 5 - LC-6 CHAMBERS 5' MIN. REQUIRED CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TIC TA PROFILE �" I L TYPICAL CHAMBER PROFILE CHAMBER DETAILS TO THE DESIGN ENGINEER. *CONTRACTOR TO�/ERiI Y EXISTING ELEVATION PRIOR 1 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTES: �Bw "" ,r DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM T PIT 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH ,E i PERC NO. 13352 APPROPRIATE AUTHORITY. SEPTIC SYSTEM COMPONENT. '" INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED + EVALUATOR: Bradley M. Bertolo E.I.T. UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT,DRIVES, OR 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE �� . �/ y TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA ZONE 2 C.S.E.APPROVAL DATE:' July 2003 t-P414 �, �. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF DATE: July 14, 2011 SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. . " • TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE - # MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. k., �•x ELEV TOP= 4 3. ENTIRE PROPERTY IS NOT LOCATED WITHIN THE.ESTUARINE WATERSHEDS OR � ,��� ,.P � 1 � � ) �x � 3.50' TOWN DESIGNATED ZONE OF CONTRIBUTION OR DEP ZONE IL a � REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, P` v'Cl ELEV WATER= <33.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). E E 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN . PERC RATE_ <2 min./inch SITECONDITIONSH H ICONTINUATIONK �QO � ..�' 3 ,� �� � -` x... ,. �.�� � E S FROM THOSE SHOWN PRIOR TO OF WOR DEPTH OF PERC= 48"-66„ o Q 16. PROPOSED PROJECT IS LOCATED WITHIN: i' /- "- `! � '� c .` /r► TEXTURAL CLASS: 1 ASSESSOR'S MAP 291 PARCEL 149 ,.! OWNER OF RECORD: JOSEPTH LOPATA&WENDY LOPATA X \ ADDRESS: TRUSTEES OF THE LOPATA FAMILY TRUST 0 43.50 MAP 291 Q a LOCUS 83 BRISTOL AVENUE �j Loamy Sand PARCEL 149 \ ' -43 J *0 7, y� A 10Yr 3/2 HYANNIS, MA 02601 42.67 8,100 S.F± a 10�� FEMA FLOOD ZONE X , `Fare Loam Sand COMMUNITY PANEL# 25001C0566J 9 � \ ZONE 2 B Y N ZO S� / :. 43- ` �1 "� � ,; .. =, ;.,, L 3 7. DEED REFERENCE. L.C.C. 191876 OFP O o�\ ` ty 48 Med.-Coarse Sand 9.50 18. PLAN REFERENCE: L.C.°PLAN 14034-A / / MAP 291 Pere c-1 2.5Y 5/4 ° 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. (20/o gravel) , PARCEL 148 � fi4" 3817 �\ - `` ' 66" 38.00' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. „ " 21. A 4 PERFORATED SCH. 40 PVC PIPE SHALL BE.PLACED IN A VERTICAL POSITION TO A .. _ Medium Sand C-2 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A / #83 7\ 2.5Y 6/3 REMOVABLE THREADED GAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. EXISTING LOCUS c PLAN L Q N 22. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE APPROVAL 3-BEDROOM • � 7�1 v V t,! /-1 IS REQUESTED FROM 310 CMR 16.211: DWELLING EXIST. 1,000 GALLON SEPTIC TANK A ,_ , TOF =43.8'± \ \. TO BE UTILIZED IN THIS DESIGN SCALE: 1"= 1000' ?20" 33.50' (1.) 9.6 WAIVER(20.0 10.4) FOR THE SETBACK FROM THE SAS TO HOUSE FOUNDATION. GARAGE / 7 No Mottling, Weeping or Standing Observed B.H. O DESIGNT TEST IT DATA LEGEND PERC NO. 13352 HC-2 O Benchmark INSPECTOR: Donald Desmarais, R.S. NUMBER OF BEDROOMS DESIGN 3 50xO EXISTING SPOT GRADE Nail in 14"Tree (DESIGN) EVALUATOR: Bradley M.Bertolo, E.I.T. HC-1 Elev. =44.00' - - � 42x6 DESIGN FLOW 110 GAUDAY/BEDROOM --- 50 - -- EXISTING CONTOUR � - Approx. M.S.L. C.S.E. APPROVAL DATE: July 2003 MAP 291 `Jw° TOTAL DESIGN FLOW 330 GAUDAY DATE: July 14, 2011 50 PROPOSED SPOT GRADE PARCEL 150 �o DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT#: 2 50 -- PROPOSED CONTOUR TP 3) OF USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 43.50' ELEV WATER- ❑/H/W ---- EXISTING OVERHEAD UTILITIES PERC RATE_ W W EXISTING WATERLINE INSTALL (5) LC-6 CHAMBERS W/AGGREGATE .....-44-' A Vie. "s; LP \ T DEPTH OF PERC TEST PIT LOCATION SIDEWALL CAPACITY 1 • ' d / �O TEXTURAL CLASS: �- V,',, r >s :s �,, •� ,ems Cy \ � (2 4) `'" \''.c. (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY EXISTING 1,000 GALLON SEPTIC TANK f'ro (34.0'+ 11.0') (2 ) ( 1') (0.74 GPD/S.F.) - 66.6 GAUDAY 7 . . 43x9' 42x3' f „ \ off 43.50 PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE / EXISTING ABANDONED ' 'f BOTTOM CAPACITY Loamy Sand o ?� LEACHING PIT \„� A 10Yr 3/2 PROPOSED DISTRIBUTION BOX PROPOSED / \ (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 10„ 42.67' INSPECTION PORT (1 (34.0'x 11.0') (0.74 GPDlS.F.) _ 276.8 GAUDAY 43x4' EXISTING D-BOX TO BE REMOVED Loamy Sand O PROPOSED LC-6 LEACHING CHAMBER 43x5' B 10Yr 5/6 PROPOSED D-Box TOTALS: -p TOTAL NUMBER OF CHAMBERS EXISTING VENT PIPE \-EXISTING 5 48 Med.-Coarse Sand 39.50 REV. DATE BY APP'D. DESCRIPTION SAS (in hatch) COMPRISING 20 ARC 36HC TOTAL LEACHING AREA 464.1 SQ.FT. C 2.5Y 5/4 TOfBE REMOVED ( 3616BD)BIODIFFUSERS (H-20)TO BE REMOVED & TOTAL LEACHING CAPACITY 343.4 GALJDAY 64" (20%gravel) 38.17' PROPOSED SEPTIC SYSTEM UPGRADE REPLACED w/CLEAN COARSE SAND PER 310 CMR 255(3) / 43x8' PREPARED FOR: PROPOSED(5) LC-6 LEACHING CAPEWIDE ENTERPRISES CHAMBERS WITH AGGREGATE MAP 309 C-2 Medium Sand LOCATED AT PARCEL 08 2.5Y 6/3 83 BRISTOL AVENUE HYAN N I S, MA 02601 SWING-TIES SCALE: 1 INCH = 10 FT. DATE: JUNE 28, 2019 120" 33.50' HC-1 HC-2 %N OF 0 5 10 20 40 FEET DESCRIPTION No Mottling,Weeping or Standing Observed mmmmmow CHURCHILL JR. CHAMBER CORNER (1) 31.6' 41.2' JOHN L. `� PREPARED BY: RESERVED FOR BOARD OF HEALTH USE o m CHAMBER CORNER(2) 20.9' 36.7' No�4 soy JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY CHAMBER CORNER(3) 34.8' 10.5' EAST WAREHAM, MA 02538 CHAMBER CORNER(4) 42.2' 21.5' SITE PLAN 508.273.0377 SCALE: 1"= 10' Drawn By: MCP Designed By:MCP Checked By: JLC JOB No.2033