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HomeMy WebLinkAbout0214 PALOMINO DRIVE - HealthV214Pan.-Ano Drive Astable=297 046 • _j_ _ o : 0`4 : Y r , V • h i e Y r F� L r r k s TOWN OF BARNSTABLE LOCATION Z i4 PA-L.O M 1,10 SEWAGE# ZO Z I — Z-7-5' VILLAGE `iF ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. S. Out �$O$ 4Z'1 - BSTJ SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ,`I, C*Ny g G4S(size) ,J YL Z®.3 NO.OF BEDROOMS 3 OWNER J4 F L PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4® 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 7 FURNISHED BY �� ���4 w/Gcan�ND 3 e tom' 3 ,4(..I 33 SLS 41 5 No. I Fee i O THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes { 0[pphtation for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair O Upgrade K) Abandon( ) ❑Complete System ❑Individual Components t Location Address or Lot No. /0/KInD IJt III 8mrns Owner's Nam+e�,Address,and Tel.No. � 1 T 5� 8 n U I rocs�. `G i�A �' Assessor's Map/Parcel Q /.� Insttaller's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.,,Ib$-;r3-O3F5;r- bW—i- b p[llC C6 e oave :Vac. 3�3 L�t�,d�S Ra S�raf :�SSL! cra,n�r' � .• � .a Type of Building: Dwelling No.of Bedrooms 3 Lot Size jC�� Q � sq.ft. Garbage Grinder( ) Other Type of Building 07c_-,deA*4j No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided , gpd Plan Date -aQ �Da( Number of sheets f Revision Date Titlely:� � rnjfD1. 6 Size of Septic Tank ��gg ISJO �1.0 Type of S.A.S ,1 tsoo llnq 1 ev uod Description of Soil &—i 5/ r3&ai I� Nature of Repairs or Alterations(Answer when applicable) IA, `1 n.(`,tf►` gc&) 6211/f ` -P& � w aG tJ-bo,�� � s ee �, 1��,� 1y-aa l�eucklig Mef`n� wid Vq (�I4 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date 1 Z Application Disapproved by Date for the following reasons Permit No. U-1/1 'LZS Date Issued LIP/ ja�'S� j .�.R'{'';4� v;."sa.r�rk'�n..ia;t..rL..i n } ! �. K.- P� ., T .�Y•/`.yy .^,s..rt. fi i 4. ..{ �..r f'ttrt _ '�^t1, '°�( :r vl'l 4 mow, No. mil! (� 11� ,,` . 5. Fee THEI-COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye` . w . PUBLIC HEALTH DIVISION "TOWN OF BARNSTABLE, MASSACHUSETTS{ cis ; plicatlon •for;'Aii s4l *pMeltt Co.nBtCUction j3ermit A�phcation�or a Permit to.Construct( ) Repair{-) "PJpgrade )-Abandon O Complete'System "Q individual Components Location Addressor Lot No. a IW R!a R+f4p L SafA. Owner's Name,Address,and Tel:No. b Assessor's Map/Parcel a /y& !g itn UGK',k fx- /VfawF K 1 01.4 Installer's Name,Address;and Tel:No. ' V Designer's Name,Address,and Tel.No. �i$-ate-Q;� ';jt , a } b 04. Cis �� En �4ROP vic, 3L WI►t''•� i°a ,. 5,11la dsi► ?KSLl C�QA&,(+ • e uhre6a ,.. Type of Building: r Dwelling No.of Bedrooms Lot Size` 'Q, 6 f sq.ft. Garbage Grinder( '. Other Type of Building` d*9j{naM/ No'•of Persons Showers( Cafeteria( ) I<Other Fixtures Design Flow(min.required) 'J 3® gpd Design flow provided gpd Plan Date j'a$• , D.�( Number of sheets f Revision Date Title ,s�;l� � ,�'li�: >�afi�5��.�_ �` - • Size of Septic Park��tt�1 ®U iial' r Type of S.A.S Description of Soil ffl Um :SAty) Ao!-- off/'j .. r' Nature of Repairs or Alterations(Answer when applicable) 1lI'' & A(Q,y1f 6Cj43 AAA �qw ke-_75 kol t MAj f da 1J-boX 46 /5) R-aca learkAg fad 14P Q�A��Qa�e, e Plan ` -.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. Signed �r ;.� Date Application Approved by r Date Applicatiori Disapproved by _Date x for the following reasons " Permit No. ( 2Z5 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS �.. certificate of CompliancP ' THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded Abandoned( )by Ri l/P" CG I T at 1 rQ,�tarAl D �CII !� . has been constructed in accordance f with the provisions of Title 5 and the for Disposal System Construction Permit No. Z. 2 Z dated L^ l J Installer fj i (� C�. Designer '. r-0a1AAe4jtlgq I: ` v #bedrooms Approved design flow gpd . The issuance of this pe� (Yt shall not be construed as a guarantee that the system will ct on as designd. (} Date r, f j! Inspector No. � ) -FeeTHE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *psteln ConstCULtion Petmit Permission is hereby granted to Construct( ) Repair( Upgrade+.( ) Abandon( ) System,located at ;214 N10AIJn6 nCig '1304A. and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with i Title 5 and the following local provisions or special conditions. Provided:Construction inst be completed within three years of the date of this permit. Date ����. _ Approved by I _ i � Town of Barnstable Regulatory Services Richard V. Scali, Interim Director s+►xtvsrABt.E, 9 Public Health Division '°rFnr � Thomas McKean, Director 200 Main.Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Deshmer Certification Form Date: 6-23-21 Sewage Permit# 2©ZI a 7-75Assessor's Map\Parcel, 297/46 Designer: JC Engineering,Inc. Installer: Robert B. Our.Co., Inc. (RBO) Address: 2854 Cranbeiry Highway Address: 363 Whites Path East Wareham,MA 02538 South Yarmouth,MA On 1 zi RBO was issued a permit to install a (dat ) (installer) septic system at 214 Palomino Drive based nn a design drawn by (address) JC Engineering,Inc. dated 5-29-21 (designer) - X 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. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. r I certify that the system referenced above was constructed i lance with the terms oRhe RA approval letters(if applicable) "OF Afa . . JOHN L CHURCHit(. (Installer's nature) CML 41 D ner s Si nature: . Afffi x De t Here PL SE RETURN TO VARNSTABLE PUBLIC HEALTH D SION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:1SepticlDesigner Certification Form Rev 8-14-13.doc 1 . COMMONWEALTH OF MASSACHUSETTS = EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS " a DEPARTMENT OF ENVIRONMENTAL PROTECTION �.y TITLE 5 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION 9 Property Address a y L Owner's Name: raK Owner's Address: I I , Date of Inspection:-=� Name of Inspectotleas print) trltaG (�[i� Company Name: ► (� ir /jT Mailing Address:Telephone Numb CERTIFICATION STATEMENTco I certify that I have personally inspected the sewage disposal system at this address and that the nformatio reported below is true,accurate and complete as of the time of the inspection.The inspection was perforii e'd based on my training and experience in the proper function and maintenance of on site sewage disposal systemst I am a DEP :,L`,approved system inspector pursuant to Section 15.340 of Title.5(310 CMR 15.,000). The system: Passes Conditionally Passes Needs Further Evaluation by the Local Approving Autholy Fails Inspector's Signature: ate: 8 (� The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP).within 30 days of completing this inspection. If the system is a shared system or has a design flow of I0,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments This report only describes conditions at the time of inspection and.under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of l l OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTI ICATION(continued) Property Address: 8l P� i1wr i I"dlb Owner: Date of Inspection: l°117 7-0 Inspection Summary: Check A,B,C,D or E/A WAYS complete all of Section D A. System Passes: I have-not found any information which indicates that any of the failure criteria described in 310 CMR 15. 3 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: 13. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section nee replaced or repaired.The system,upon completion of the replacement or repair,as approved by oard of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the foll mg statements.If"not determined"please ' explain. The septic tank is metal and over 20 years old*or a septic tank(whether metal'or not)is structurally unsound,exhibits substantial infiltration or exfiltr4o r tank failure is imminent.System will pass inspection if the existing tank is replaced with a complying septic as approved by the Board of Health. *A metal septic tank will pass inspection if it is cturally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years is available. ND explain: Observation of sewage ba p or break out or high static water level in the distribution box due to broken or . obstructed pipe(s)or due to a b en,settled or uneven distribution box.System will pass inspection if(with. approval of Board of Health)` broken pipe(s)anexeplaned obstruction is removed distribution box is leveled or replaced ND explain: The sys m required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspecti if(with approval of the Board of Health): broken pipe(s)are replaced , obstruction is removed ND explain: ; 2 . Page 3 of I I OFFICIAL. INSPEC a ION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM . PART A CERTIFICATION(continued) PropertyAddress: o�� y ��v r I ono Owner: ZtA Date of Inspection: C. Further Evaluation is Required by the Board of Health:. Conditions exist which require further evaluation by the Board of Health in or er to determine if the system. is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance w' 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public he th,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 etland or a salt marsh t � 2. System will fail unless the Board of Health(and ublic Water Supplier,if any)determines that the system is functioning in a,manner that protects th public health,safety and environment: _ The system has aseptic tank and soil ab rption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surfac water supply. — The'system has a septic tank and S S and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank an SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic and SAS and the SAS is Iess than 100 feet but 50 feet or more from a private water supply well**. thod used to determine distance "This system passes if the ell water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile org tc compounds indicates that the well is free from pollution from that facility and the presence of ammon' nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are tri ered.A copy of the analysis must be attached to this form. 3. Other,: t 4 . 3 Page 4 of l 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL:SYSTEM INSPECTION FORM F` PART:A: CERTIFICATION(continued) Property Address: d? r ,Wie Owner: Date of Inspection: D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following.for all inspections: Yes No -3 Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or T clogged SAS or cesspool Static liquid level in the distribution'box above 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''/a day flow- Required 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 SAS,cesspool or privy is below high ground water elevation. Any portion of 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 1 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.IThis system passes if the well water-analysis, performed at a DEP certified laboratory;for coliform bacteria and volatile organic.compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other:.failure criteria. are triggered.A copy of the analysis must be attached to thisform.] (Yes/No)The system fails.I have determined that one or more of the above failure criteria ex ist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure: E. Large Systems: Y To be considered a large system the system nowt sere facility with a design flow of 10,000 gpd to 15,000 gPd• r You must indicate either"yes"or"no"to each following: (The following criteria apply to large syste in.addition to the criteria above) yes no ` the system is within 40 eet of a surface drinking water supply _ the system is wi 200 feet of a tributary to a surface drinking water supply the system' ocated in a nitrogen sensitive area(Interim-Wellhead Protection Area—IWPA)or a mapped Zone II o public water supply well If you have ans ered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a. significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. A Page 5 of i i OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST _ Property Address: o7( Wl0 �h$�r`It Owner: Date of Inspections Check if the following have been done.You must indicate"yes"or"no"as to each of the followin Yes No Pumping information was provided by the owner,occupant,or Board of Health Were any of the system components pumped out in the previous two weeks?) Has the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of this inspection? _ Were as built plans of the system obtained and examined?(If they were not available note as N/A Was the facility or dwelling 4inspected for signs of sewage back up? Was the site inspected for signs of break out? Were all system components,excluding the SAS,located on site? of _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition he baffles or tees,material of construction,dimension tion s,depth of liquid,depth of sludge and depth of scum? _ Was the facility owner(and occupants if different from owner)provided with.information on maYntenance of subsurface sewage disposal systems the proper r The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no Existing information.For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximati is unacceptable)[310 CMR 15.302(3)(b)) on of distance. i , Page 7 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 07 1f��0 I` f15 Owner: / (^, Date of Inspection:- 1 1-2 0�_ BUILDING SEWER(locate on site plan) , Depth below grade: S6 Materials of construction: cast iron -X40 PVC_other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK(locate on site plan) Depth below grade: Material of construction:�concrete_metal fiberglass.___polyethylene —other(explain) —' If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): certificate) _(attach a copy of Dimensions: Sludge depth: � Distance from top f edge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: 1(0 Distance from bottom of scum to bottom of outlet tee o baffle: How were dimensions determined: ld Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related outlet.�inv�rt,evidence of leakage, tc.): ``��// GREASE TRAP: `(locate on site plan) Depth below grade:_ Material of construction: concrete metal •f rglass polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of o et tee or baffle: Distance from bottom of scum to b otn of outlet tee or baffle: Date of last pumping: Comments(on pumping reco endations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,a Bence of leakage,etc.): 7 Page 8ofII • r OFFICIAL INSPECTION FORM--NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) .Property Address: Ro Owner: 1:%kk G - — Date of Inspection:_ • TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_ pol eae other(explain): Dimensions: Capacity: -gallons., Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working or (yes or no): Date of last pumping: F Comments(condition of alarm and fl switches,etc.): . DISTRIBUTION B® :_�f present must be opened)(locate on site plan) Depth of liquid level above outlet invert: �C.(/- f Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into 0 T out of b x,etc.): ` je o S PUMP CHAMBER: (locate on site pla , Pumps in working order(yes or no): , Comments note condition um chambe Alarms in working order(yes o ' o): ( p p r,condition of pumps and appurtenances,etc.) Page 9 of 11 OFFICIAL INSPECTION FORM—.NOT FOR VOLUNTARY AS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: oZ 17riue =Law- Owner: Date of Inspection: SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type �K leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number, length leaching fields,number,dimensions overflow cesspool,number. innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): WOW CESSPOOLS: (cesspool must be pumped as part f inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids laver: Depth of scum layer: , Dimensions of cesspool: Materials of construction: Indication of groundwate flow(yes or no): . Comments(note condi "on of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of s ' ,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 f Page 10 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet..Locate where public water supply enters the building. ror�' , S 3► . a s� f Y - S Page l I of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property. Address: e'Z a. xy�p `lI� Owner Date of Inspection: ,� �"�(a 7 SITE EXAM Slope �*V_? Surface water hA Check cellar �eb Shallow wells fNp Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans,on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elev Lion:US G6 nu (_ e- t 11 <7- rI LO CAT ION. �c�l SEWAGE PERMIT NO. V I L L AGk 1>1 INSTA LLER'S NAME ADDRESS B U I L D E R OR OWNER DATE PERMIT ISSUED 3,c2_, ,y DAT E COMPLIANCE ISSUED r •.. ,�. �'� �l r � ', �•� ., r `, ,.� �f f 4 \� ��: i ,o I i%' - A �� FEis.......... ........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................OF...I...............................I.................I.................................... Appliration for Uhipoiial Workii Tomitrurtion rqmft Application is hl&byll-made for a Permit to Construct or Repair an Individual"Sewage Disposal ._System at: .............. .............. ........... ............................................................... ........... ocation-Address or Lot No. ............................................... ................................................................................................. 0 Address 4 JV .......... .......... Installer Address Type of Building, Size Lot.4�"............Sq. feet -4 Dwelling—No. of Bedrooms------- .................................Expansion Attic (VO) Garbage-Grinder ( J)ly PL4 Other—Type of Building ............................ No. of persons............................ Showers Cafeteria (�6 <PL4 Other fixtures ......................................................I...................................................... ----------­*-------------*------------ W Design Flow....._.4:7� .........................gallons per person per day. Total daily flow____-__ -0..........................gallons. 9 Septic Tank—Liquid capacityZOAO..gallons Length................ Width..............._ Diameter____________-__- Depth................ Disposal Trench—No. .................... Width_................... Total Length...._............... Total leaching area....... ..........sq. ft. Seepage Pit No....__...._..._...... Diameter.....�e......... Depth below inlet......'......._.__ Total leaching area...Z��.....sq. f t. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1....2.........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.______._._..._...._.._. ................................T. ................ -------------------------------------------- Description of So ........................................................... 0 il......................... ............................. ----------------------------*.......*------------------------------------------*------*­----------------------------------------------------- ------------ ------------------------------ ........................................................................................................................................................................................................ U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accoV ",c with -11.vs_�" in te the provisions of'LITLU 5 of the State Sanitary Code—The undersigned further agrees not to placee Vstem. oper n il er sate of Compliance has P960+sued by the board o health. .......................Si .. ............................t......................... ......... ......g........ 7) 'n te 41 ApplicationApproved BY----------- ............... .. .. ................................. ...... ---------- Date Application Disapproved for the following reasons:.............................................................................................................. ...................................................................................................7..................................................................................... Date PermitNo......................................................... Issued....................................................... Date 4 Fu$.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...----- --- .. --------------------OF..---•------.........-.....-- ... Appliration for Disposal Works Tonstrurtion Frrutit , Application is hereby made for a Permit to Construct V) or Repair ( ) an Individual Sewage Disposal System at ............ ........... ........ Location-Address or Lot No. ss� --------------------------•------.._...._._..._ ............................................. - ..... - ----------------------•---....._•---•-----••••---- Owner Address Installer Address d Type of Buildi Size Lot' Ar ..... ..' �......Sq. feet U ` .a Dwelling No. of.Bedrooms______ __________________________________Expansion Attic (VO) Garbage Grinder (Ai f Other—Type of Building ___ _______________________ No. of persons............................ Showers ( ) — Cafeteria (Al Otherfixtures ..................................................................................................................................................... DesignY Flow.__..�4...........................gallons per person per day. Total daily flow------ ___...______.._.___________gallons. WSeptic Tank—Liquid,capacityf Q.Q,d__gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No_____________________ Width.........._......... Total Length.........._......... Total leaching area....................sq. ft. Seepage Pit NO;----I_____________ Diameter....J0....-..... Depth below inlet___.... Total leaching area_Z!�A.......sq. ft. Z Other Distribution box ( ) tM" Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date......................... a 04 �+ Test Pit Ne:, .....minutes per inch Depth of Test Pit___�_'�y__...__ Depth.to-ground water__ : 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depgh to ground water........................ -----.. / --•-----_----- -•------- ------------••---- D Description of Soil----•--- '��_. at_t! AJ �S.................................. ����!_�'�' - x t W •------•------------------------------•---••----•---•-•-------------•------•--•-•--•----------••.---------•----- ----------------- U Nature of Repairs or Alterations—Answer when applicable-------------------------------------------F_ ___________________________________________________ .....................................................-----•------•-----------------....-------._...----•------------------------------------•--=------•-----------------------------------------------• Agreement: The underg*gned agrees-to install' the aforedescribed Individual Sewage Disposal System in accordance with the. ions T 5 of the State Sanitary Code— The undersigned further agrees not to place the system in it a ti- to of Compliance has ssued by the board o health. ~ter+ 7 ep ,.� tt Application Approved BY --•=- -- - ................................. 6 Date Application Disapproved for the following reasons---------------------•--•---•-------------== -------•-----------------------•--•-----------------------•-....._ ......................•----•-•---------------------•----------------.._._..----•----------------=-'-----..-----------------------------------------------------------------------•. ? Date a' Permit No. Issued_..............................�_..::......:............ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF.................................................................................... up rdifiratr of Tnniplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by........................�"........... -------------------------------------------------- �+ a Installer has been installed in accordance with the provisions of TITLE 5 of The. State Sanitary Code as described in the 11/ dapplication for Disposal Works Construction Permit No.____.� ".'_�_....�.____.___ dated________________________________________________ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE®.AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATI F CT �� RY. � DATE......................... �?__.._.......Y....1 Inspector... , . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....................................:.....OF..................................................................................... No. ..f FEE........................ Disposal Works Tonstrudion Vvrrmit Permission is hereby granted.. , t ---------•------------------------•-----------------•-------••---•----.......-•-•--•--•--- to Construct ( ) orReoair ( ) an Individu 1 Sewage Disposal 5ystern at No Street as shown on the ap licati or I osal Works Construction Permit No..................... Dated.......................................... ,,. 10 Board of Health DATE................................................................................ 4 FORM 1255 A. M. SULKIN, INC., BOSTON y 3/29/2021 ShowAsbuilt(1700X2800) Er ry LOCATION.. -p:x4l/J SEWAGE PERMIT N.O. J YIL AGE p Lc i d'C c!, l✓�q✓STAAi� c7 / Q h k INSTALLER'S NAME i ADDRESS 313 f4111-1,n P G.Z /'/9• AIn.5f BUILDER Olt OR OWNER ' � /f LtS LFi f�SrN DATE PERMIT ISSUED :r,�_.�y DATE COMPLIANCE ISSUED G112-8.y I https://itsq Idb.town.barnstable.ma.us:8431/Home/ShowAsbui It?mp=297046&sq=1 1/1 SECTION - SEWAGE ,. 4 " SEPTIC TANK - - "D"BOX - TEACH P 1 T TQ OF FON 224d - (MSL)# "2'•OF 1/eTO 112" WASHED STONE 'ggNCEj MAR I� c6M�n\Z C')v-NO 4 ttl�f 120 } OUT- IN IO_d 1N- OUT IN- Pv ---�-- _�G he I13.O SEPTIC l Q r 1 O ��y f' TANK t12.55 s 1 { 1.8 / s . . A' /f. 1 �i.♦ .n ly, ELEV. ELEV. ELEV. 6 V a - ELEV. : :. 1 i 12.4 5• LI a_a ��\ f I 1 I I tz) y} 9 ELEV. ELEV. t�5.8 ;•. \ `= s `. 1 F �boX i ( f V �_ �_.4•-� OF 3/V'. 142.. WASHED STONE `Fr " 0 i TEST HOLE LOG P# � � ,�.r' �' < < , )EST BY {Hall EAO V-,p-t:3 J E ccm, I a»r a n"r - 12b' 0 TEST DATE j rp WITNESS DESIGN BEDROOM HOUSE p ^ \ r T.H. 1 JILI °x _ yC. EV. ELEV. NO DISPOSER DISPOSER '� \ f / PERC RATE ____ MIN/IN. I �f FLOW RATE 330 ( eQFKY) Ctear't ,. (GAL-MAY) "• �`F t it ! ] I• i� SEPTIC TANK 330 (1.5)= ` i ' j I ) y ti ' 4 REQ'D SEPTIC TANK SIZE 1000 , ` `� �' �QT i�9t,� 4 a to J.,- 1 rl ,` ij 0 '7�,.,t 't laq.z LEACH FACILITY' ,� .J \ '�` ` �� , �� v t S11^4• 1ak( SIDE WALL C3C1p�= 146.8�2.51 = 2�'�,o G/D. �� \ __ \ 1 ` rn BOTTOM tom^ - '?8:51 I•'�)1 = ?B:s G/D. ` w ,ti ` OV clean TOTAL 185:3-s 3 5.5 & 0 med. w USE: ONE LEACHING Pit' 15ta. e1. 101.8 G' b PT lc>' II A. NIA _WA TER ENCOUNTERED ClJp NO1`ES� (UNLESS OTHERWISE NOTED) LAJ •s "1. QATUM(MSL)+TAKEN FROM YA �� 7,____.....QUADRANGLE MAP /2.MUNICIPAL WATER._ _.......... AVAILABLE, 3 PIPE PITCH: 1& PER FOOT ^" +� y� e 4 DESIGN•LOADING FOR ALL PRE-CAST UNITS. AASHO- -44 .Lev�� 4f,4� ARNE v, �.�--DISTANCE AS CERTIFIED 5 MIN.GROUND COVER OVER ALL SEWAGE'FACILITIES: (1) FT. 6.PIPE JOINTS SHALL BE MADE DATER TIGHT OJALA i.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH.COMM.OF MASS. +r AFH, CIVIL STATE ENVIRONMENTAL CODE TITLE 5 p At.A j No. 307�J2 517E PLAN - ;+r263i- 1 '�£Gl R LOCUS Pa 1. C (`�t t N C3 DRIVE C �FGISTt L ------ q Y� RE I AL ENGINEER REF: • � 46'MJ/! CiVe e/fg//1@8I//Ig' PREPARED.FOR: muss Glgs�tit CIVIL ENGINEERS LANDSURVEYORS -------_----- • BOARD OF HEALTH REG..LANO SURVEYOR { ` (EXISTING)----- SCALE ,ulcer CONTO4JI�S (PROPOSED)—O—O--O -O•�- APPROVED DATE Y� 4Li-T`N FAA 1 Vartrtoufh MA 4 - DATE T.O.F. EL.= 136.4't �-� -. FINISH GRADE OVER D-BOX-130.1't FINISH GRADE OVER CHAMBERS= 130.6 - 128.6' PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE GENERAL N CST E6 PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED 1 UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. , RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS STONE TO CROWN OF PIPE CODE AND ANY APPLICABLE LOCAL RULES. 131 .5 t (MAX.) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2"OF 1/8"TO 1/2" DOUBLE WASHED f @FOUNDATION = 133.9't (-5" DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 21"MIN.ACCESS 9" MIN DESIGN ENGINEER. COVER(3 TYP.) 36"MAX I I TOP OF SAS= 126.501 PLACE H-20 RISERS ON i 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PROP. SCH. 40 9„MIN. 4." MAX. ALL CHAMBERS WITH SYSTEM UNLESS OTHERWISE NOTED. PROP. SCH. 40 PVC SEWER PVC SEWER 4" PVC TEE 36 MAX. 125.50' SEE NOTE 23 BREAKOUT EL= 126.001 PIPED INLETS TO WITHIN p 2" DROP MIN. 6"OF FINISHED GRADE 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN.SLOPE @ 1% 6 3" 3" DROP MAX. 3" 9" L-8't ELEVATION = 126.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A MIN-SLOPE(r�1% PROVIDE WATERTIGHT 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 13" 4" PVC IN FROM JOINTS (TYP.) �`b� THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. *127.5':' 14" 127.1 O' SEPTIC TANK 4" PVC OUT TO 0 0 0 0 0 o . LEACHING FACILITY 0� 0 a o 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. 127.35' INLET TEE 12" oo = = = o o 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48' OUTLET TEE 126.00' MIN. 125.83' 2' o 0 0 0 0 o� 1 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK ! o 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS TEES TO BE CENTERED GAS BAFFLE 6"CRUSHED STONE o o 0 CD C� 0 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH DIRECTLY UNDER RISERS OVER MECHANICALLY s o AND DESIGN ENGINEER. 1 21.5'OFFSET TO FND COMPACTED BASE VAR I 1 8.5 (TYP) VA VAR VAR 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. SEE BENCHMARK ELEVATION AS 6"CRUSHED STONE I 5 OUTLET DISTRIBUTION BOX VARIES (SEE PLAN) (Np.) SHOWN ON PLAN. OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET 123.50' GROUND WATER ELEV.= < 117.00 VARIES (SEE PLAN) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. i ' 2 - 500 GALLON CHAMBERS 5 MIN. 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-8" CROSS SECTION VIEW CHAMBER END VIEW TO THE DESIGN ENGINEER. *CONTRACTOR TO VERIFY EXISTING (Dimensions per TYPICAL CHAMBER PROFILE , � ,,�, ,-�L� � !� .�r•, a"-:--�, 6' 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. ACME/ShoreY) /� I`I-^0 C H DETAILS ELEVATION PRIOR TO ANY WORK& �'' I I FAN K PROFILE F i L� H-20 D i J l K i b u I I U bux DETAIL ETAI L NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE I NOT TO SCALE _ --- REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION ytt �' " • ` # TEST FAIT DATA l APPROPRIATE AUTHORITY. SWING-TIES ti ' r r _ t , �i =; PERC NO. 21-122 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED • ,, .r r;' INSPECTOR: Donald Desmarais(BOH) ! UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR DESCRIPTION HC-1 HC-2 ; >� ..I � ✓ �. �. i �, �� l " f� t� ;A EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. SEPTIC COVER IN(1) 33.T 30.T "14 • "' 1 Benchmark �! 11 °� C.S.E. APPROVAL DATE: Oct. 27, 1999 1 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. � 1 •, 1 � II r ` --. �=`►N May 6, 2021 � SEPTIC COVER OUT(2) 39.4' 25.1' Hydrant Spindle li r✓l -. ,��• �' ' ' DATE: ! 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE Elev. = 130.00 • S ' * ,I TEST PIT#: 1 i MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. CORNER OF STONE(3) 50.2' 25.3' Approx. MSL '�� '' • o `� � �% REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, CORNER OF STONE (4) 63.5' 40.9' MAP 297 - • • ; �- 11 �' 1n '" ELEV TOP= 128.OQ' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). \ LOT 45 -_. Q } ` '� LO�'U�` 1 ELEV WATER= < 117.00' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN CORNER OF STONE (5) 55.7 50.1 •.,,r' „d \ ;` .. "''� � �,.,. `''•? �.'� ,� c-. 11 ,_, - � � PERC RATE - < 2 min./inch � SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. CORNER OF STONE (6) 43.4' 40.7' \ ` ) '�,� -� °� o f�.> ! hs'l 116. PROPOSED PROJECT IS LOCATED WITHIN: t/ ., ,�I I j r�1� -•-.�', ��� DEPTH OF PERC= 36"-54" j ASSESSOR'S MAP 297 LOT 46 CORNER OF STONE (7) 43.1' 32.3' a� \ ,' . _.Y 1; ,,i r, u ;} ;; G - �� TEXTURAL CLASS: .� OWNER OF RECORD: JAY FRANKLYN, TRUSTEE C O r, - -- ADDRESS: 8 UNIVERSITY DRIVE PROPOSED TWO (2) -> 60 •- __ NATICK, MA 01760 v 63, �, x 128.00'L , 3 43, 500-GALLON H-20 LEACHING 4 , � , ; � ��, �,.^- , _ 0 CHAMBERS w/STONE + _ 'r � k_ A y - . � r. ,'`-{ Loam Sand -- � FEMA FLOOD ZONE X f>��� 6 127.50 COMMUNITY PANEL# 25001 CO558J PROPOSED H-20 'a .. ZONE 11 � B y 17. DEED REFERENCE: BOOK 30992, PAGE 108 DISTRIBUTION BOX r y> ► , Loam Sand , - Q 10Yr 5/6 10. \ 18. PLAN REFERENCES: 1.) PLAN BOOK 280, PAGE 55 2.) PLAN BOOK 314, PAGE 32 ;* r T"F�E LINE \ �� \\ PROPOSED 1,500 GALLON ✓ 1� j ' 36" - 125.00' , 19 ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. / \ \ \ H-10 SEPTIC TANK \/ �, / Perc EXISTING \ \ \ \ EXISTING 1,000 GALLON SEPTIC LEACHING c� 54" -` 123.50' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY , TANK TO BE REPLACED WITH A ,,; / CATCH-BASIN wv \ \ \ �'u? \ NEW 1.500 GALLON SEPTIC TANK _ -- - FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY i �,.-,�\ c_ � O _ `f FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. (i.e PUMPED, BOTTOM OPENED/ � � � �,t RUPTURED AND FILLED w/CLEAN '� ' { � 1 - `' 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A ! W SAND PER 310 CMR 15.354) -- i� t Medium Sand TPi1 TP,2 W. \ / \\ �T o \ � � _._____ ��� `- � /' h., � C DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A J % ' 7 / - F f 'i' / ` 2.5Y 6/2 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. PROPOSED 4" SCH. 40 PVC / 2 S. 128' 129)0 / / W / _ `r' / VENT; EXACT LOCATION ' j / S 5 l (5 / o / `�W / 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL a PER OWNER / ! ^� / / W 7'� if ) ALE REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT N / �:,// a ! '28, 6) '/ ti �( �31 // W- w ". r�£. LOCUS PLAN 123. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE I 4.p M) F �, / / / APPROVAL IS REQUESTED FROM 310 CMR 15.221(7): a J �Lu/�c -" ) 4 o / / ,% ,j HC-1 TFL SCALE: 1"= 1000' 132� 117.00' (1.) A 1.1' WAIVER (3.0' -4.1') FOR THE MAXIMUM COVER OVER THE H-20 SAS. 10 / No Mottling, Standing or Weeping Observed J � / 6.11 w r _ X ., , E�_. I I� DATA l..e F G F N 1. PERC NO. 21-122 l4 p� ,dry / 50xO' EXISTING SPOT GRADE / NUMBER OF BEDROOMS(EXISTING) 3 INSPECTOR: Donald Desmarais(BOH) NUMBER OF BEDROOMS(DESIGN) 3 EVALUATOR: Michael Pimentel, EIT, CSE - - - 5Q - - .._ EXISTING CONTOUR tK /(4 / (2 r" Oct. 27, 1999 ^�. 16 q.0' DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E. APPROVAL DATE: PROPOSED CONTOUR \ r' �; ��� A i o• ! S l / ?y s j DATE: May 6, 2021 "' / // (3 ) J S• °°A #214 TOTAL DESIGN FLOW 330 GAUDAY TEST PIT#: 2 50 PROPOSED SPOT GRADE HIV EXISTING DESIGN FLOW x 200 = 660 GAUDAY ---- TtL' EXISTING UNDERGROUND TELEPHONE LINE ry / 3-BEDROOM ELEV TOP= 129.0d DWELLING r i USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV WATER= < 118.00' -1 -i- t-. EXISTING UNDERGROUND ELECTRIC LINE �__�-. PERC RATE = W ----- EXISTING WATER LINE TOF=136.4'± DEPTH OF PERC= TEST PIT LOCATION 127- - _ ���' INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE TEXTURAL CLASS: I PROPOSED 1,500 GALLON SEPTIC TANK C-2 SIDEWALL CAPACITY - f/ l ` (PERIMETER) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY of, 129.00' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE \ \ 1 t EXISTING LEACHING P17 TO BE f \ \ \ � � �' � /•;\ �\, �„y (73.66') (2' ) (0.74 GPD/S.F.) = 109.0 GAUDAY A Loamy Sand � PUMPED, REMOVED & FILLED wl \ \ \ /' ' 6„ 10Yr 3/2 �/' ' 128.50' ® PROPOSED DISTRIBUTION BOX CLEAN SAND PER 310 CMR 15.255(3) -� - \ \ \ \ BOTTOM CAPACITY O PROPOSED 500 GALLON H-20 LEACHING CHAMBER (FOOTPRINT AREA) (0.74 GPD/S.F.) = GAUDAY g Loamy Sand \ 10Yr 5/6 (306.1 S-F.) (0.74 GPD/S.F.) = 226.5 GAUDAY PROPOSED INSPECTION PORT RAF y-� 36" 126.00' MAP 297 <��� \ \ \ 37�� "--- ��/ TOTALS. REV. _ DATE BY APP'D. DESCRIPTION LOT 47 \\ \- '' TOTAL NUMBER OF CHAMBERS 2 Y , _ PROPOSED SEPTIC SYSTEM UPGRADE TOTAL LEACHING AREA 453.4 SQ.FT. TOTAL LEACHING CAPACITY 335.5 GAL./DAY PREPARED FOR: MAP 297 C Medium Sand ROBERT B. OUR CO., INC. LOT 46 2.5Y 6/2 50,071t S.F. LOCATED AT NOTES: 214 PALOMINO DRIVE 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM BARNSTABLE, MA 02630 COMPONENT. 132" 118.00' SCALE-. 1 INCH = 10 FT. DATE: MAY 29, 2021 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED 0 s 10 20 40 FEET o LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. No Mottling, Standing or Weeping Observed 4 ° REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST -� JOHN L. �' PREPARED BY: PIT DATA. : a o j RESERVED FOR BOARD OF HEALTH USE 8 � CHILL JR. y JC ENGINEERING, INC. m 3.) PROPERTY IS NOT LOCATED WITHIN AN AQUIFER PROTECTION OVERLAY DISTRICT. No 41807 2854 CRANBERRY HIGHWAY 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE INSTALLER. r r EAST WAREHAM, MA 02538 SITE PLAN INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE 508.273.0377 SCALE: 1"= 10' SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. i Drawn By: MCP Designed By:MCP Checked By: JLC JOB No.5710