Loading...
HomeMy WebLinkAbout0418 MAIN STREET (CENT.) - Health (2) /18 Main Street, Centerville —A = 208-020 a 1 1 1 it No. 42101/3 ORA ESSELTE 10% ® © O a TOWN OF BARNSTABLE LOCATION L{i Y i���y N�-�a SEWAGE# ,,\E51"7- VILLAGE �.-� -►2=ie%1 Ce ASSESSOR'S MAP&PARCELS=d O INSTALLER'S NAME&PHONE NO. � /6 t SEPTIC TANK CAPACITY i i`d,C� LEACHING FACILITY:(type) .71 (size) NO. OF BEDROOMS OWNER PERMIT DATE: tAL �7-i? COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility $gjr. 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 a7m,/ ,_� �a6 ' O7S� }•i � may' �7, yam. ��%� �a�� fIL L� Y�" 9` ?fib. 3/' �- �, % �� j .. S�f,,�vA� 1 ���i � J .- 1-.- a, No THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: I— PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for Milspo8al *pstrm ConstrUttion permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System 0 Individual Components Location Address or Lot No. f�•ra� S�/, _ Owner's Name,Address,and Tel.No. c-Ue- -�1{9() Assessor's Map/Parcel a j p a�j W_[a,r Installer's Name,Address,and el.No.,9016 A r7 I) _ 9 IN' 'f Designer's Name,Address,and Tel.No. L-5Z)8-3G a`05VI ()o�(-� Cvrs+V-0C, l onr -rrn vat $ &w�)lam- Erijarwewj�kk Pe,62 r7 2e rl r� 9.3914a4„,�. IM Type of Building: aa 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) of y gpd Design flow provided S3 gpd Plan Date QO j Q Number of sheets II Revision Date Title 'l i a 6 n 7' Size of Septic Tank e.I(��'_5-1')')q IYLr>J;aIty M15 "lype of S.A.S. 5X �7<`6 :�4vne Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Co to place the system in operation until a Certificate of Compliance has been issued by this Board of th. Si'r d Date Application Approved by Date Z Application Disapproved Date for the following reasons Permit No. 01_1 45-7 Date Issued f L23 `7wa CV No. 4"!"n ' f Fee /CQ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y�— PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS JtlYlLatlDn' Or' �8posal *pstem Construction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. g Jqa!n jj Owner's Name,Address,and Tel.No.S C�- -, 419C) Assessor's Map/Parcel c�p / C.'�.C'.�'}7-e. v Il �j r�lf t Q{ ter((�y• i JAO rr{'. Installer's Name,,Address,and Tel.No.r)015-Q f)I- `i 3f'f Designer's Name,Address,and Tel.No. 5ZS8-34 Q"S 4WI Ova r�Ce{�eti E r.'3 i nev-+'s rj ec_i HaX_A 5� too aoX ►)o�( xt fct r�4 zx,r� ,i 1 •1 is. YLi A-C��-,C qg c r �rlk Pon r4- rA Type of Building: 1 Dwelling No.of Bedrooms -3 Lot Size '7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures p Design Flow(min..��required) U gpd Design»flow provided 3 Y / gpd Plan Date ,�j�'p( . 1,'y oI011 Q Number of sheets / t Revision Date I f Title! •`..7 S I^'k n 1n (I w No- tit Size of Septic Tanke-Xlp f> 'r)t?. /5� -JY�i1; bra`; Type of S.A.�c �, J+_'k,'�,I?ajwn46, oR•S X A,743 sfo7e ! c� Description of Soil�-e��� Nature of Repairs or Alterations(Answer when applicable) •' Date last inspected: �•''"F ,...... • f 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 de•and nbt to place the system in operation until a Certificate of Compliance has been issued by this Board o/ Health. igngd / wM-.-.._ _ Date Application Approved by _ Date M124 kyr7 Application Disapproved •y Date for the following reasons Permit No20 1--?— � � Date Issued 121V f J"Z ------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIttFY,that the Own-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by �G�C-^t-�s c� r� "I r7_ at Y/ R el T n, ) �p �e rra t f�` e has been constructed in accordance -- -- . with the provisions of Title 5 and thefor lDisposal System Construction Permit No.ZO -_t 7/ dated 1 2� Installer i �C:t`��1 o >e ( ��r�5t�i Y 1! � Ln 4. Designer 004)n #bedrooms ._3 , Approved design,,flow '�e_ � _ �C�-- � �� gpd The issuance of this permit shall no{�/be construed as a guarantee that the syste wiltt�i 1 funclio Date /f I/ Inspectors _ ----- --- -------------- --- ------------------------------------ No. Q? r 7 Fee (V(J�� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misposal *pstem ConstrUttion Permit Permission is hereby�granted to Construct( ) Repair(P-1 Upgrade( ) Abandon( ) System located at 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:Cj truc on must be completed within three years of the date of this perm* . Date /�� ZO Approved by -08-2018 05:47 From: To:15087906304 Paee:1/1 I i Town ®f Barnstable Regudatory Services 1 6 8 Thomas F.Geiler,Director A' ]Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,NA 02601 Offico: 568-862-4644 Fax: 508-790-6304 Installer&Designer Certification Foram )mate: d V d Sewage Permit# Q,6/7— �gAssessor's MaplPalrcel*,) Designer. IUD Cam �',nr�lal Imo__ Instauer: ON• Address: 93� MMN 5Ergor GT Address: . WDOM gt— Y LOP A 0206 0n /°z '� �o/� Ul or,S�'-'1 C�as issued a perm it to install a '(ate) ( er septic system at V I"I Q m _Lt based on a design drawn by (address) n 2 dated ka hJ f - ✓I certify that the septic system referenced above was inlsWed substantially according to the design,which may include minor approved cages svch as lateral relocation of the distrib ou box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. -. greater than 10'la elocation of the SAS or any vertical relocation of any component of the septifsy em)b in accordance with State&Local Regulations. Plan revision or c ed as-bwl't by,d er to follow. or G'—' ��DANI LA. CML OJA�,q (Installer's ignature �No.46602 Fa(S T �SB/ONAL%N6 t (Designer's Signature) Designer's Stamp Here) PLVASE R L%N TO BARNBTABIA IL C 11RALTYX ]DMSYON. d:�'� 'MCIA3 'u OF CON1ILUNCCE Vb+9116 NOT )SE IS UNTX6,, )iQXg TMS FOB AND AS-BUMT CA" ARE RIt:CLM-D$Sf T YOU. Q_HeakWeOUDWgnet CerecationFo=3-26-04.doe TOWN OF BA.RNSTABLE o� LOCATION y 1 �1� SEWAGE # �7y gb VILLAGE Z%e0 ' � ASSESSOR'S MAP& LOT �--z� z:� INSTALLER'S NAME&PHONE NO. 46mrAP1 I-YJ e2e6,;-/ SEPTIC TANK CAPACITY /Soo G4 t Pvnp C�iay/b••- . LEACHING FACMITY: (type)Thehc kg �a�_ (size) 7/ x NO.OF BEDROOMS BUILDER OR �WNER 1.0� i, PERMITDATE: 7'✓ —0 COMPLIANCE DATE: Separation Distance Between the: �^ Maximum Adjusted Groundwater Table and Bottom of Leaching Facility J Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) /v Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 1 :.. Fdlc 6 40 q� Y - `3�b i ' Depa rfinput of Rogwatuxy,Services �. Public Reafth-Divislon Date CO 200 MRIn Shoot,Hyannis MA 0260I } • �1 Dato Scheduled � 'Ii c_ /_�— Fe,eFd, /Ua' �)0Soil Suitahility AssesSmentfor ",e,D' ' osal ESP performed-By: Q Q j 1 !-e or)�C, I V'e � Witnessed By: - - Fu J/lt�b.dui..L�CT:A. l'l L-,GG,,U.l'ERAL' l'�y '£.& /onAddreSs �/� ! _!4 t OY+ner'sNanaa Lot,pkra-✓\ C 2 v1'f E�V a I{ Addross (/ Assossor's Map/.Parcel: p20�/�1� unginver's,Nam. W O W�_ G/ NEW CONSTRUCTIOAI REPAIR Telephone# 6f7� slopes(9b) D��/ Surface stones /'I ILI Distances from: Open Water B ody d/�/y� fC Possible Wet Area /a� tk Drinking Water WWI `� ft Drainage Wny r✓�• ft Property Line > 2 ft Othar ft (Strcetname,dimensions of lot,exact locations of testholes&pero tests;locate wetlands'in pxaximlty, to holes) ,.., ,, M I ITJi�I E'(;.S4;ny o J. �welh�r�r l oOs-./ , Parent material o �s� al(geologic) Depth NYPadrgcl� Depth•toGmundwatw.. SlandingWaterinHalo:_ / woapingl'i'alzlFltl�ga� EsdMated Seasonal High Groundwater MaChod Used., _. Depth Observed standing in obs.hale: la, Daptlz�ta.,sQi1 ti?cttlea__ ' ltl, Depth to wcepingfrom side of abs,hold: 111, GroutldwaterAdJUM1011k fC• Index Well#k Reading Date: lndox Well laYol Act.t'at tdr,��._. A 1.:C1lxaUilctWlltel'1.eva1 Observation Hole# DepthofPerc. �G ` T1maAt6" Startl?re-soakTima @ -- Timo(9"-6") Bad Pro-soalc RELteMin.rn'ch Sit�SultabiIltyAssossmogt: 51tePR5scd V SitpPailed:� AddltionalTastingI'deaded�lf'1) ," • Original: Public Health Dlvlsloa 0b2F,6E as Hole,Data To Do Complctod ou Back----------- **"'If pe�colataou toast zs ti o be t anaducted wjtWia 100' scot Wetxan d,you must first 7ta.atif'y the. -Bar stable sCaxasgvatiO)a Division at I;ast one(1) week prior to beghaz ing. Q.,18l3PTlWF3RCFORM,D O C _' ram. ••y.._ LOG RDAs# I Depth from Salf Rorizon Soil.Texturc Sd1l Color Soil•. OC'her Surface(in.) , (175DA} (MunsoIl) Mottling (Structarc, Stoneg;Boulders, . o i`tcncy.Ra'Cravall ' 0 -9 S"L /oY I-Sl K I-f1-, = s�-13L c /Iq/6DEEP LOG ' s Depth from Soil Horizon S'all Texture Sall Color Sall Other Surface(in) CUSDA) (Munsell) Mottling (Strncturo,Stones,Bouldnr. onsis en %,Grave joyk31z- 144 DEEP 013SEl[�.�V'.�.TION TIOLE LOG Hole 4. DepthTrod Sollffodzon SoilTaxture Sail Color Soil OLbor' Surface(in.) (USDA) (Munscll) Mottling (Struatare,Stones,Boulders. Coliststerry,Ira Gravoll Dapth Pram Soil Had= Sall Texture Sall Color Soll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,StorlM Rouldars, Co si tan & Flood InmrranrecRate'IV1a n. Above,500 year;flood boundary No— Yes �.. 'witbin;500 yearbaundary. No V+ 'Yes Within ldd year flood boundary rilo.._,�. Death Of Nate AII.0 DcclrrAM)PervYaus MUtar%al ]does at least four feet of naturally occurring pervious mateelxl exist in all man observed throughout th& area-proposed.for the soil al�soi'ption system'? \jP If not,what is the depth of naturally occurring pervious material`s I certify that on ��� /��'.(date)I havapassad the soil evaluator examination approved by the Department of Bn'virolimental Protection and thartho above analysis eras-porforuand by me consistent With . the required training,expertise and experience described in�10 CIV R 15.017. Signature ' t/�i i Batt; 1-2 U ' t�.15,;J1'`i'lG'�l'�IZ.CS�OTY.Ni T]dC • No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Migpogaf *pgtem Com6truction Verutit Application for a Permit to Construct( )Repair( )Upgrade(1/)Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Ivir Owner's Name,Address and Tel.No. Assessor sMap/Parcel GfleTedr✓I�/e Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. AaOr G®f� 4111-Ar AV Sao"I- 7 / -0,1Y Type of Building: Dwelling No.of Bedrooms J Lot Size sq.ft. Garbage Grinder(✓4)149 Other Type of Building ��lCcz No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow J _gallons per day. Calculated daily flow ,33457 gallons. Plan Date l/$ f 7 Number of sheets / Revision Date Title Q�l ✓� �7A /o Size of Septic Tank O Type of S.A. S�Oii� 7"YL<iG S Description of Soil Nature of Repairs or Alterations(Answer when applicable) 7_/;rk -!L-x- 1'l1z,-4 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 Certifi- cate of Compliance has been issued b this Health. / Signed � Date Application Approved by ' Date Application Disapproved for the lowing reasons Permit No. — -J 18, Date Issued cc�� � t No. ' J $ - �,! Fee V, Entered in computer: k THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH,DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Application for dig ogaY 6pgtem Congtructton Permit Application for a Permit to Construct( )Repair( )Upgrade(Y)Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �'�y/�mQir� Owner's Name,Address and Tel.No. Assessor's Map/Parcel G e/f J?°I(/l�/e 4-1/5 oWix 3/77 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 77/ "93W Type of Building: Dwelling No.of Bedrooms J� Lot Size sq.ft. Garbage Grinder(_(> Other Type of Building �✓•j elle_-f No. of Persons Showers( ) Cafeteria( ) Other Fixtures 2 Design Flow /,/ep, gallons per day. Calculated daily flow ✓� Mgallons. Plan Date �/!Fly 7 Number of sheets Revision Date Title Size of Septic Tank G Type of S.A.S. "57`dl1� TrP�G1�5 Description of Soil Nature of Repairs or Alterations(Answer when applicable) T/ Date last inspected: F Agreement: -' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system 1 in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this d Health.. _ Signed �� Date Application Approved by %ger;lDate 7-A3 -/ 7 Application Disapproved for the ollowing reasons Permit No. 7 ' & Date Issued ________._____ _ ————————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certfucat�e of Compliance THIS IS TO C TIFY, that the On-site Sewage Di%sal System Constructed( )Repaired( )Upgraded Abandoned( )by at W 6_1"Q'11 1*1 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Or �� � CO/�s7; Designer The issuance of this permit shall not be co•sti; ed as a guarantee that the syste will function as designed. Date ( r Inspector No. �/ v� ��� ------------------ ti- i' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS, Migpogar 6pgtem Congttion Permit Permission is hereby granted to Construct( )Repair( )Upgrade( , )Abandon( ) System located at �� ��/� GC�,>`z'/'✓/'/�� �GAy' inn and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit.ZI- Date: ? ' 7� Approved by TOWN OF BARNSTABLE p � ^ SEWAGE S # r LOCATION ASSESSOR'S MAP &LOT VILLAE ��I^ INS TALLER'S NAME&PHONE NO. Cl/' �rov � > vN1 4 SEPTIC TANK CAPACITY (size) LEACIJING FACII.ITY: (tYlx) rr h NO: OF BEDROOMS BMDER OR WNER Y - / COMPLIANCE DATE: PERMIT DATE. aiation Distance Between the: S�" Feet Sep Facility Maw Adjusted Groundwater Table and Bottom of Leaching Feet Facility (If any wells exist �/ private Water Supply Well and Leaching on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by -- Tfl"0-'j ,Vh �� �� Town of Barnstable ,saSTAB,E, : Board of Health MASS.9�- 367 Main Street, Hyannis MA 02601 arFo M�a Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Brian R.Grady,R.S. July 28, 1997 Daniel W. Santos, P.E. P.O. Box 200 Cummaquid, MA 02637 RE: 418 Main Street, Centerville Dear Mr. Santos: You are granted a variance on behalf of your client Meg Loughron, to install an onsite sewage disposal system at 418 Main Street, Centerville, Massachusetts. The following variances were granted: • 310 CMR 15.211: To install a leaching trench 5.1 feet away from the property line in lieu of the ten feet setback requirement. • 310 CMR 15.251: To install trenches six feet apart in lieu of the nine feet separation distance requirement. The variances are granted with the following conditions: (1) The septic system shall be installed in strict accordance with the submitted plans dated June 18, 1997. (2) The dwelling shall be connected to the public water supply. The variances are granted because the existing septic system(a cesspool)failed a recent inspection. The proposed replacement system will be in substantial compliance with Title 5 and the Board of Health regulations. Sincerely yours, �// S usan G. Ra Chairperson santos/wp/q is� PO NO. DATE R. • rNtMA19U& 1 FEE 0�t06, Town of Barnstable REC. BY Board of Health 367 Main Street, Hyannis MA 02601 Susan G.Rask,R.S. Office: 508-790-6265 Brian R.Grady,R.S. FAX: 508-775-3344 Ralph A.Murphy,M.D. VARIANCE RFni1F4T FORN� All variance rcqucsts must he suhmilted at(cast fifteen Il Sl days prior to the scheduled Board of Health meeting. NAME'OF APPLICAN p-F_ TEL.NO.,A7s-ns7h ADDRESS OF APPLICANT P.O. Box 200 Cumma uid, MA 02637 NAME OF OWNER OF PROPERTY Meg Loughran (Lynch) SUBDIVISION NAME N/A DATE APPROVED N/A ASSESSOR'S MAP AND PARCEL NUMBER 208/20 LOCATION OF REQUEST 418 Main Street Centerville Massachusetts SIZE OF LOT 7 840 SQ.FT WETLANDS WITHIN 200 FT.YES NO xx VARIANCE FROM REGULATION (List Regulation) 310 CMR 15.211(Minimum _ Setback Distances ) 4 9 fcot �� ri anc-Q ngi ngsl►1PGto the 10 foot minimum setback. 310 CMR 15.251 (Trenches) • A 3.0 foot trenches REASONbeing requested from the 9 foot separation requirement REASON FOR VARIANCE (May attach if more space is needed) soil absorption system must be located in front yard due to small lot size. A variance is required in order to locate the system and avoid placing it under the driveway, encroaching on water and gas lines, and maintaining the 20 foot setback from the cellar wall. PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED Susan G. Rask, R.S., Chairman NOT APPROVED Brian R. Grady, R.S. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. C Commonwealth of Massachusetts ) Executive Office of Environmental Affairs ' ? Department of ' ek�Y:. Environmental Protecti JUL 6 199 Wililam F.Weld a 7 it Go"mor HFq( ON Tr xe Argeo Paul Celluccl LL Gommor D Struhs miuioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 418 Main St. Centerville, MA Address of Owner. 6063 Golf Vista Date of Inspection: 4-29-41'4- (If different) Name of Inspector. Daniel W. Santos, P.E. Boca Raton, FL 33433 Company Name.Address and Telephone Number- P.O. Box 200 Cummaquid, MA 02637 375-0876 CERTIFICATION STATEMENT I certify that I have pnrannally i^_ p,"ed the sewage disposal system at this address and that the inormation reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: _ Passes Conditionally Passes Needs'F'w her Evaluation By the Local Approving Authority y_--,__� Inspector's Signature: Date: The System Inspector ahall submit a copy o inspection report to the Approving Authority within thirty(30)days of completing this inspection. If the system is a shard system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: A] SY-g.. M PAgSF;,'. I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. B] SYSTEM CONDITIONALLY PASSES: One or more system components need to be replaced or repaired. The system, upon completion of the replacement or repair, passes inspection. Indicate yes, no, or not.determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined", explain why not) The septic tank is metal, cracked. structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a Fonforming septic tank as approved by the Board of Health. (revised 11/03/95) 1 One Winter Street • Boston, Massachusetts 02108 • FAX(617) 556-1049 • Telephone(617) 292-5500 A S� P.nmeo on Recycled Pacer SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Addresa:418 Main St Centerville, MA Owner. Loughran(SYNC. ) Date of Inspection: B]SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken,settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed Cl FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF.HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER,IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system and is within 100 feet to a surface water supply or tributary to a surface water supply., The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supple well, unless a well water analysis for c n+;.fbrr- bacteria and volatile orgaric compounds ndicat—w t►.L=t th_ v� ' .io L-ee from pollution from that facility and th,a presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. 3) OTHER (revised 1.1/03/95) 2 k SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 418. Bain St. Centerville, MA Owner. Loughran (L-ytV-R) Date of Inspection: D) SYSTEM FAILS: XX I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. IL Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. .2L Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level iiz the dish:'-u.:;,r.box a1mve outlet invert due to an overloaded or clogged SAS or cesspool. — Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. , — Paired pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped — Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. — Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply- - Any portion of a cesspool or privy is within a Zone I of a public well. — Any portion of a cesspool or privy is within 50 feet of a private water supply well. — Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E) LARGE SYSTEM FAILS: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the e- :4t^:Le i health a4d safety a,na the e;;,vironment oec:ause one or more of the following conditions exist: "."t to public — the system is within 400 feet of a surface drinking water supply — the system is within 200 feet of a tributary to a surface drinking water supply — the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area(IWPA) or a mapped Zone II of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 11/03/95) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST PropertyAddreaa:418 Main. St. Centerville, MA Owner. Loughran Date of Inspection: 4_2a-01} Check if the following have been done: Pumping information was requested of the owner, occupant, and Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during t1 ,F riod. Large volumes of water have not been introduced into the system recently or as part of this inspection. HLAU built plans have been obtained and examined. Note if they are not available with N/A. The fi c:uCy or dwelling was inspected for signs of sewage back-up. XX The system does not receive non-sanitary or industrial waste flow XX The site was inspected for signs of breakout. XX All system components, excluding the Soil Absorption System, have been located on the site. The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. XX The facility owner(and occupants, if different from owner) were provided with information on the proper maintenance of Sub- Surface Disposal System. (revised 11/03/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 418 Main St Centerville, MA Owner. Loughran (Ly),404) Date of Inspection: 4-2.b-Tf FLOW CONDITIONS RESIDENTIAL• Design flow: 330 ¢allons Number of bedrooms: ^. Number of current residents: 2 Garbage grinder(yes or no):N _ Laundry connected to system(yes or no):Y Seasonal use(yea or no): N Water meter readings, if available: N/A Last date of occupancy: N/A � COMMERCIAL/INDUSTRIAL: Type of establishment: Design 1low:_gauons/day Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes or no) Non-sanitary waste discharged to the Title 5 system: (yes or no)_ Water meter readings, if available: Last date of occupancy: OTHER (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information:. %/6/95 7/2/96 Barnstable Water Pollution Control Facility System pumped as part of inspection: (yes or no) '�Y If yes, volume pumped: ¢allons Reason for pumping: C e s s p o o l TYPE OF SYSTEM Septic tankidistribution brx/soil absorption system Single cesspool XX Overflow cesspool Privy Shared system(yes or no) (if yes, attach previous inspection records, if any) Other(explain) APPROXIMATE AGE of all components, date installed(if known) and source of information: ;.() i) us i Qwn , Sewage odors detected when arriving at the site: (yes or no)V (revised 11/03/95) 5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:418 Main St Centerville, MA Owner. , Loughran (LYrIGN� Date of Inspection:' _2gj.c`l SEPTIC TANK:XX (locate on site plan) Depth bellw grade: " Material of construction: concrete_metal_FR.PXjother(explain) Concrete Block Dimension1 : 4'-6" Diam. , 7-0" deep Sludge depth: �1 E"_, Distance from top of sludge to bottom of outlet tee or baffle:3.'-9" Scum thickness: I ZZ'" Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: i:omments:l (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) Cpssi OhL fnnrti nnin`g antic tank Pi lllid -ab'nyp" hjitlat 'TPP ("ahKrpf0 Ci3 vpr GREASE TRAP:XLA (locate on site plan) Depth below grade: Material of construction: _concrete_metal_FRP _othertexplain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or battle: Distance from bottom of acum to bottom of outlet tee or baffle: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) (revised 11/03/95) 6 V SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) PropertyAddreae:418 Main St. Centerville, 'MA Owner. Loughran (Ly(t4L4+ Date of Inspection +-28.`11 TIGHT OR HOLDING TANK_WA- (locate on site plan) Depth below grade: Material of construction: _concrete_metal_FRP—other(explain) Dimensions: Capacity: gallons Design flow: gallons/day Alarm level: Comments: (condition of inlet tee, condition of alarm and float switches. etc.) DISTRIBUTION BOXU (locate on site plan) Depth of liquid level above outlet invert: Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) PUMP CHAMBERWA (locate on site plan) Pumps in working order:(yes or no) Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) (revised 11/03/95) 7 • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 418 Main St. Centerville, MA Owner. Loughran (v(NUE) Date of Inspection: SOIL ABSORPTION SYSTEM (sAs)QQL (locate on site plan, if possible;excavation not required, but maybe approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number: leaching chambers, number:_ leaching galleries, number- leaching trenches, number,length:� leaching fields, number, divwns�ons: overflow cesspool, number: 11 Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation etc.) �S6-i1rg%atfrid i)tr-saturated-frith; -9ew&A0- 'ewid;egzc--�o`# hdx-auHc ai ure n,Ciarclar to 2overrl4"I$ G -Diatn_..'8"-(R` Dep ti CESSPOOLS: (locate on site plan) Number and configuration: 2 Overflow cesspool system Depth-top of liquid to inlet invert:l i q1 i i rl a hnv-a inlet Depth of solids layer: 1 Ffer Depth of scum layer: 12" Dimensions of Cesspool:_4,1 6'" D i am. 5"O"' De p th Materials of construction: C6nc Block Indication of groundwater:_ Nn inflow(Cesspool must be pumped as part of inspection) Comments: (note condition of.soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) );vidende of":'sewaQe- contact with underside of cover rnnrrPre cover 6' PRIVY:ILA (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (revised 11/03/95) 8 s SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(oontinued) PropertyAddreaa: 418 Main St. Centerville, MA Owner. Loughran ((,YjU-f) Date of Inspection: 4-2l3•q} SKETCH 7F SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or'benchmarks locate all wells within 100' � I 3 M i 1�>`I ill o _ NOT Tv 'Sc& -�E7 f DEPTH TO GROUNDWATER Depth to groundwater. ] 5_+ feet method of determination or approximation: T o o. elevations T.O.B. G I S Groundwater elevation rom roun wa er on , T.O.B. Sep 93. Geraghty & Mi er, nc. (:•evised 11/03/95) 9 Town of Barnstable P tt i Department of Health,Safety,and Environmental Services �Im Public Health Division Date 367 Main Street,Hyannis MA 02601 BARNBTAHIF . MAM 5 1— Time f2:30 PM d� I Do• °o Date Scheduled �� Fee P Soil Suitability Assessment for Sewage Disposal Performed By:_9A1Jf lA, to, 5AWR5) PT C Witnessed By: J i� _DUNS Q(o LOCATION &GENERAL INFORMATION Location Address l gj Owner's Name l„r~C�-Yµ� C b5NTvV_Q i Li_ I AAASS Address &�vL-F J I PTA-IwA J gocA uAlpi) F-L- ;�3`133 Assessor's Map/Parcel: l E5/-2-0 Engineer's Name-.VA J ILL .W• �A�)vS I���• NEW CONSTRUCTION REPAIR i Telephone#(5A)375-OS7b Land Use �Slc-t���a ( Slopes(%) 1• Surface Stones Distances from: Open Water Body /J A ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line (� ft Other N/ ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) - " PL91N) EL.- 100'(ASSUMEO). JXr 1992). V' I fl�BARNSTABLE BOH REGULATIONS WLL TlgsB, �J y 1RENW TO PROPERTY LINE IS 11)• WIN SAND AND ABANDON IN TO LOCATE SEPTIC TANK. B700, S 6 /al. GII T.AoPROJaMA TEL Y 20+FEET BELOW 9 b9¢O'f l Ol BARNSTABLE(9193). Panel 20 .wr.. r �! �_• iv 2Qf�\ aolex104 Brick patio 9. to 101 lo 41 0 lV +010 g y 9B \ f C q, EI.�g9 It 16 Tad 60 \...• \$ �� Choi°42/52 Parent material(geologic) I&06L�O 4'p�al V\ Depth to Bedrock Depth to Groundwater: Standing Water in Hole: [Pi f Weeping from Pit Face Estimated Seasonal High Groundwater `J Tee E E, I.�,A i!ON FOR SEA-0NA'L I-16ft vWA t•Ek 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 Adj.factor Adj.Groundwater Level_ PERCOLATION TEST vale S: ► 7 Time C�l.Observation S�U�"' L �,V`I Hole# I Time at 9" Depth of Pere Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soaker Rate Min./Inch M� Site.Suitability Assessment: Site Passed X. Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole.Data To Be Completed on Back� Copy: Applicant ' , DEEP OBSERVATION HOLE LOG Holy Depth from Soil Florizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° �Gravel) 2-4- A-- L- AWlQsSr ve' 14-4- m s KLA l ovly aJP DEEP OBSERVATION HOLE LOG Hole# Depth from I Soil Flonkon, I Soil Texture 1 Soil Color Soil I Other Surface(in.) (USDA) (Munsell), Mottling (Structure,Stones,Boulderes. Consistency.° Gravel) (7) F I DEEP OBSERVATION HOLE LOG Hole# ... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) Horizon (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No xy Yes Within 100 year flood boundary No Yes Depth of Naturally 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? Certification , I certify that on 5 (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 traini ttis and x rience described in 310 CMR 15.017. Si gnature Date 1 EXISTING FOUNDATION Proposed Leaching Trench ,r 2 of 1/8-1/2 Desi4n Calculations: �=•:;K ~ . �! EL=100.0 EL=104.1 Washed Stone EL=105.6 2" SCH. 40 PVC 4" SCH. 40 PVC �955'S�9 Septic Tank: 4" SCH. 40 PVC 2"x4" Connector Slope=0.005 min Design Flow (no garbage disposal): `' " 2 3 Bedrooms X (110 GPO) X 2009 = 660 GPD SLOPE ..02 (1/4" PER FT.) cFtioodboa o 000 00 4 , ,00 , o�0, " ,; 5.6' SLOPE .02 (1/4" PER FT.) qq, ,pp p�, 2' Use 1.50OG Septic Tank ,%y';' ` 10 FLO LINE o° oo d?Ja o0 o dZf o c d�oo d2f . .. Existin EL=96.9 TMIN. q' fc 1 T I EL=96.6' EL=96.5' 311 ' 3/4 to 1-1/2" EL=101.9 Leaching Facilities; , WashedStone Design Flow For Leaching: 10' min 10.5' I ? EL=102.1 3 Bedrooms X (110 GPD) = 330 GPD Proposed Septic Tank Use 2 Trenches - 3'wide x2'deep x31'long GALLONS (H-10) Sidewalk (2 trenches)(34'x2'x2 sides)(.74GPD/SF) = 201.28 GPD Proposed 5' x 5' Pump Chamber Bottom (2 trenches)(31 z3')(.74GPD/SF) = 137.64 GPD ppOFiLE OF 338.92 GPD > 330 GPD SEWAGE DISPOSAL SYSTEM REPAIR NOT TO SCALE 24'D/A. CAST IRON MANHOLE COVER Q• Note Pump/ng Yo/ume. FRAM£O GRADE - /l c UNDERGROUND CABLE 4'x.4'x 2'x 7.48 gayly+! So!I J• TO CONTROL PANEL LYWCR=RISER GENERAL N 0 TES: TEST PIT #� �____ - 120 � Perc Test b •• •••• • •,••• •,•• OUIGYC RELEASE UN/ON • • . , 1.) PLAN REFERENCE PB 102/65., Test Date: 01/MAY/97 0 Horizon Texture Color 05.6' DISC TYPE Board of Health: Jerry Dunning 0 Fill NA A GATE- VALVE 2.) THIS PLAN IS FOR THE INSTALLA770N/ REPAIR OF. AN EXISTING SEPTIC SYSTEM 16" •.••••• • • •...•..••..•.•........•. ................ , Engineer. Dance/ Santos rD 104.3' CENTERLINE AND NOT IS TO BE USED FOR SURVEYING OR ZONING PURPOSES. m Loamy Sand o , . 2'D/A. PVC 150 P-7 • OF FLOAT Excavator: Bortolotti Construction, Inc. 24" A Friable/Massive D 41V/A. SCH STEPS MAIN 7b �'eox , 40 PVC PIPE • 1/8'D/A. WEEP HOLE • STEPS 3.) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. "''••. "'••••••••••••••• ......••• ............•••. 103.6' � • MANHOLE , TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS Loom Sand PVC CHECK VALVE / Single Grain ; FOR THE SUBSURFACE DISPOSAL OF SEWAGE. B LoosePump ay 10YR5/8 MrERS SEALED Aws-1 4.) ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 44" ......• ...109 gravel 101 9, a LEVEL CONTROL AND " N • CawNECnaw Box 12 OF FINISHED GRADE. 5.) EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME, C w fLCA - H/GY! WATER ALARM 4 P SCH UNLESS NOTED BY FINAL CONTOURS. Medium Sand 2 SYR6 m COMM01 MERCURY SWI7LYI 40 PVC PIPE c[N7�euNE C or PUMP Single Grain / 100:9'o "' MYERS SRM-4 d FLOAT 150DPSI • • SUBMERMBLE E,ECTOR MAIN TO 6.) ALL COMPONENTS OF.7NE SANITARY SYSTEM SHALL BE CAPABLE OF Loose S'0�e';°O1. PUMP OR APPROVED EQUAL SA.S ' WITHSTANDING H-10 LOALIPIG UNLESS THEY ARE UNDER OR WITHIN 109 Gravel , .• .• •. 10' OF DRIVES OR PARKING AREAS: H-20 LOADING SHALL BE USED - , UNDER OR WITHIN 10' OF DRIVES OR PARKING UNLESS NOTED. 144' No, Water see note 14 93.6' BM. E1=106.66' (assumed) ( )< 2min / in 5 X 5 PUMP CHAMBER , "PK" nail set In as halt Percolation Rate: SECT/ON A-A 7.) ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE p 5'x 5'x s'PUMP CHAMBER AS MANUFACTURED BY R07LWDO PRECAST INC. OR APPROVED EQUAL MORIERED IN PLACE. NO SCALE NO SCALE 8.) ALL PIPE TO BE SCH 40 PIPE" " 9.) ALL ABUTTERS ARE CURRENTLY ON TOWN WATER. _ PUMP CHAMBER NO/ES & .7PECIFIIiA77ONJ 1. GENERAL 70.) FL-:VATIONS SHOWN'ARE BASED ON AN ASSUMED SYSTEM. For the pump chamber the contractor shall furnish and Instal! a Force main shall be laid In a ' C/oss B ' trench bedding and shall B�".'CHMARK USED IS (SEE PLAN) EL.= 700'(ASSUMED). JJ complete pumping system consisting of a submersible sewage pump and have o minimum cover of one foot. Me.term/nus of the force main 86, motor, discharge plping and valves; mercury switch level controls, shall discharge to the distnDutlon box. the Inlet shall be Atled 17.) PARCEL IS LOCATED IN FEMA ZONE "C". 8� ;'C�c high water alarm, a s/mp/ex control panel, and o precast concrete pump with o 90-degree elbow as shown. chamber as shown on details Al/ equipment shall be Installed m AS PER FIRM PANEL #250001 0008 (July 2, 1992). accordance with the manufacturer's s ec/flcations and recommendations CQJ S` P The two Inch diameter pipe leaving the pump chamber shall hove o 1/8' 12.) A -E'QUEST FOR VARIANCE TO THE BARNSTABLE BOH WILL BE REQUIRED Op• 6'92 � and shall be umpI teed for o! leas! one yeon fie contractor shall weep hote. FOrr 1. 310.CMR 15.211(1) SETBACK OF TRENCH TO PROPERTY LINE 29 toti conduct one pumping operation test. 5. LEVEL CONTROLS 1S 5.1; AND 2. 310 CMR 15.251(1)(d) SEPARATION DISTANCE BETWEEN I F 2. PUMP CHAMBER Two switches shall be suppled to control the sump level and alarm TRENCHES IS 6. The pump chamber shall be a precast reinforced concrete structure able signal A Myers model AWS-1 Adjustable Lew/ Control and Connection l0 to withstand an H-10 loodong. Construction pints and openings shall be Box shall be used to control the pump 'off'and on'conditions A 13.) FlLL EXISTING OVERFLOW CESSPOOL WITH SAND AND ABANDON IN 1 6 sealed with a hydraulic cement or otherwise made water tight mercury Aoot switch shall be provided with o power source separate P P PLACE. REMOVE EXISTING CESSPOOL TO LOCATE SEPTIC TANK. ! \� � Access opening into pump chamber shall be o minimum of 24 inches. from the pump power source and shall be for the alarm unit This switch shall be a M mode/FLCA mercur tube switch or approved 14.) GROUNDWATER TABLE IS AT APPROXIMATELY 20+FEET BELOW Q� Cp / / 3. PUMP AND MOTOR a u/w/ent. fie Aoo level controls shall be set to pp GROUND SURFACE PER TOWN OF BARNSTABLE (9/93). �` r� aC0 Pump and motor shall be o Myers SRM 4 submersible sewage pump or equivalent indicated on the plans operate of the GERAGHIY AND MILLER, INC... Oh, � �`� A � approved equal with a 2-Inch discharge and capable of possing 2 Inch so/ids. Are pump motor shall be fully submersible and shall operate 6. CONTROL PANEZ s• 'eo T at 1,750 RPM, with a 115 volt, s/ng/e phase AC power source. Pump shall The panel shall be for slmp/ex pump control and shall be provided with �iqy 51. be rated as follows: 0.5 horsepower, 34 gallons per minute; 13.5 het total head. o manual-off-outomat/c switch and run light for the pump. Kc Me control pone/shall be housed!n o N£MA-1 control box for 115v �a T, 4. PIPING single phase operation. The pane/ shall be Into/led In a suitable t �cir Pump chamber discharge pipings and Fittings, and sewage force mole location Inside the building. shalt be 2 inch schedule 40 PVC - doss 150 pressure tested. The REFERENCE. �F f��,f^�: discharge /Ine shall Include o 2 Inch PVC swing type check valve for 7. ALARM I�J[i �O \ �� I io mounting !n the wrt/co/position, a 2 Inch PYC disc-type gate w/M The alarm unit shall be supp/led with both oud/b/e and visual \� Ory �j 1 I p and o quick release union. Indicators with a seperote power circuit from the pump. The o/arm Assessors Map 208, Parcel 20 ?Qo \ 201min shall be mounted in o NEMA-1 enclosure separate from, but adjacent to, Plan Book: 102165 (lot 5) ty���r 4 / # Gras o o the pump contra/panel ter � •, .( Brick + \J osed' �`\ Patio F 7 Rte 28 �c PLAN SHOWING PROPOSED Pump ben _,•-- �� Y 102 ` ` ( (� irn00 Rd o b Post �� fir` �� < ��O - ()Viei�Jg q o 2r �� a�a'0/ SEP TIC S YS TEM REPA I R ,* (10 ? ADO -� £ fi at`i 99 R,M Grass A T to' ar o. LOCUS M f S af' 98 , lsooy Flo , N �` 418 A S TREE T Pro fes Iola of ,fin er - 3 \ csspaol ... ' _104 - U`- , g 1 ` ` 0' \� o� River d 5 BARNSTABLE, (Centerville) MASS 100. 150 �� Gross 1 // •25 ` n ✓ r 7 / N�Rohrb° 1 scua}�er JUNE 18, 1997 Scale; 1 =20 • � etn 0 ` 1 O� fes A 52 J N Bay r•_: o c ' ,k A ` y C� G��6� O \.. �?p gyp'` �O '` Ch°f 4, �, _`� °a �0` �I 4>� It �- q _ E� ! '0 0 5 Daniel W Santos PE C�ap�8N�� _ r t boy g �. ,� ,n �_ PO Box 200 PO Box 718 x- o �° `p BM. EI=100.00' (assume o ,^ 1 t tr t ., (a med) Cummaquid MA 02637 Hyannis MA 02601-0718 * eta` Chiseled square In concrete LOCATION MAP (1 2000�t) (508) 375-0876 (508) 790-7902 (508) 790-7905 fax egistere l Land Surveyor `� 1 i / / f,,` Field: RRL RJM Date: 25 APR 97 Calc./Design: DWS Draft:RRL 20 o to 20 40 so Review: DWS i SHEET , OF ALL SYSTEM COMPONENTS SHALL BE SYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. . 4" SCH40 VENT WITH �� Route 28 NOT TO SCALE PROVIDE MIN. 20" DIAM. WATERTIGHT CHARCOAL FILTER AS �� Rd• ) 2' CAST IRON COVERS TO GRADE OR CONCRETE SHOWN PLAN VIEW o 5 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE COVERS TO WITHIN 6" GRADE, COORDINATE W/ OWNER PITCH BACK TO SAS, Rd Sy/uia Old Po \ FILTER FABRIC OVER STONE F011er o Qo NO LOW POINTS. MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM PRECAST H-10 NOTE: 2" MIN. WALL BLOCKS OR o RISERS (TYP.) THICKNESS REQUIRED PRECAST RISERS 2'0 4"OSCH40 FVC MORTAR ALL ` 6" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS H-20 Locus 12" MIN. INT. DIM. 4 V V V V (TYP.) 41.5 4' ENDS SIDES 42.5' 10" 14" LINE EE '`` °°'` TEE 2 PRESSURE ° ° o000 0 � 00 0000 0000 �a. TEE ���� 0 � 5 0 :: DRAIN BACK ° ° ° ° c EXISTING SLOPE TO WATERTEST D'BOX o°o°o°o° ®®®0���0��� ���0����000 'o°o o°o°o°o°o°o° '0000000° ° ° ° 0 0 0 O O O O D D O O O O 'o°o co 0 0 0 0 0 00 oo�oaoo�a�® ao�oo®aoo�o ° ° EXISTING GAS BAFFLE ::` FOR LEVELNESS �i o°o°o°o° �DD�OO�OO�QO OQ ���������aOO o o� ** PUMP CHAMBER ° ° o ° o 0 0 0 �Q+ SEPTIC TANK 41.77' 41.60' °°°°°°°° °'Ooo°o°o° 39.5 ~a�� ° o o ° ° o ° ° I L H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. w� 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. ° o orseshoe Ln (2) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES o 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00, X 12.83, I 1 0 1 1QL COMPACTION. (15.221 [2]) �i Lodd ( 1 % S'_OPE) H-20 FOUNDATION — EXISTING SEPTIC TANK EXISTING PUMP CHAMBER 54' D' BOX 12' LEACHING LOCUS MAP 34.0' BOTTOM TH-1 NO GROUNDWATER FOUND SCALE 1"=2000'f *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC ***INSTALLER SHALL CONFIRM PUMP CHAMBER IS UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS TANK SIZE AT 1500 GALLONS AND ITS SUITABILITY SUITABLE FOR RE—USE. REPLACE WITH 1000 ASSESSORS MAP208 PARCEL 20 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM FOR RE—USE. REPLACE WITH 1500 GALLON GALLON PUMP CHAMBER APPROPRIATE TO SITE SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF ,, CONDITIONS IF NOT SUITABLE NOT SUITABLE NOTES LEGEND- SYSTEM DESIGN. 1. DATUM IS NAVD 88 99— EXISTING CONTOUR *ARER UNSUITABLE SOIL REQUIRED 2. MUNICIPAL WATER IS EXISTING GARBAGE DISPOSER IS NOT ALLOWED TER OF LEACHING FACILITY, X 99.1 EXIST. SPOT ELEV. BLE SOIL LAYER. REPLACE 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. . SAND, TO MEET HEN—[991— PROPOSED CONTOUR DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD OF 310 CMR 15.255(3) HENRY , L, E BENCHMARK: 4. DESIGN LOADING FOR ALL PROPOSED PRECAST CEMENT BOUND UNITS TO BE AASHO H-� 198 4] PROPOSED SPOT EL. USE A 330 GPD DESIGN FLOW 37�68 =46.6' NAVD88 TH1 46 5. PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC TANK: 330 GPD (2) = 660 s�-4 i 1 _ _ _x _ _q� TEST HOLE �46 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH I*,.— SLOPE OF GROUND **RE—USE EXISTING 1500 GAL. SEPTIC TANK PROP. VENT WITH CHARCOAL FILTER 0 4- 310 CMR 15.000 (TITLE 5.) ***RE—USE EXISTING PUMP CHAMBER AND BUGSCREEN (FINAL PLACEMENT BY UTILITY POLE CONTRACTOR WITH HOMEOWNER - `_ �� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND CONSULTATION) i NOT TO BE USED FOR LOT LINE STAKING OR ANY LEACHING: �',- �_�_ J OTHER PURPOSE. FIRE HYDRANT i _ � NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD ��� — , \ �� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. --- BOTTOM 25 x 12.83 (.74) — 237 GPD I '_� `S 9. COMPONENTS NOT TO BE BACKFILLED OR TOTAL: 472 S.F. 349 GPD GRA ILLS TH 00 ° CONCEALED WITHOUT INSPECTION BY BOARD OF �-� DRIVV TH1 N \ HEALTH AND PERMISSION OBTAINED FROM BOARD TEST HOLE LOGS OF HEALTH. USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) I 7,805 S.F. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DANIEL E. GONSALVES, SE #13587 WITH 4 STONE ALL AROUND CALLING DIGSAFE (1-888-344-7233) AND ENGINEER: VERIFYING THE LOCATION OF ALL UNDERGROUND & WITNESS: DONALD DESMARAIS RS PATIO OVERHEAD VR HEAD UTILITIES PRIOR TO COMMENCEMENT OF DATE: 12/5/2017 APPROVED DATE BOARD OF HEALTH ' MA I EXISTING / 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL PERC. RATE _ < 2 MIN/INCH DWELLING ' C) BE REMOVED BENEATH AND 5' AROUND THE 43 / 44 PROPOSED LEACHING FACILITY. CLASS I SOILS P# 15544 / A2 0 12. EXISTING LEACHING FACILITY SHALL BE PUMPED I AND REMOVED. ELEV. ELEV. 0" 4 45' 0,o 4 45, A — A N 5 L L 10YR3/2 10YR3/2 �� 44 TITLE 5 SITE PLAN 9" 10" 38 B B 37 OF SL SL 28 37 #418 MAIN STREET 5411 10YR 5/6 40.5' 56„ 10YR 5/6 40.3' CENTERVILLE, MA PREPARED FOR C C BORTOLOTTI CONSTRUCTION/ PERC LOUGHRAN M/CS MS ,Z �S/ j� "� .. DATE: DEC. 15, 2017 2.5Y 7/4 2.5Y 7/4 of No q. l as'��oFMgs. NOFMgs: %PG14i Sq�'V off 508-362-4541 °� DANIELA ti� w°� NI-LA. y�`'� �/�° �'" VIFi- A� DANIEL n ,� fax 508-362-9880 . biz 1 Y P. �^ A. downca e.com OJAA �� t P 1 o OJALA s �� � C r. nJA'LA ' .CIVIL465 N,n lVIL A dowa cope engineeri/!g inc. No. 46502 _`I�, No' t0 at':; a q No.�09&0¢ ' 132" 34' 132" 34' >� °l,o�srV-R G<�``'• o� SFCIS R���� t ass � . .�qN E s� , civil engineers In SNO GROUNDWATER ENCOUNTERED Scale: 1 = 20 % r �� � F e s! s y �,a ,� �; �., land surve ors 939 Main Street ( R to 6A) DCE # 1 7-429 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 17-429