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HomeMy WebLinkAbout0026 FOXGLOVE ROAD - Health 26 FOXGLOVE ROAD Marstons Mills A= 149- 130- 030 r TOWN OF BARNSTABLE ` LOCATION ;& F.0)(&LQYG RoAA SEWAGE# c, VILLAGE MAR51c'3AY5 HILLS ASSESSOR'S MAP&PARCEL 149 130 :30 INSTALLER'S NAME&PHONE NO.CAP&x SEPTIC TANK CAPACITY 1 i00 C-14U.0A)s LEACHING FACILITY:(type)C3)5c20c.CtiA!u,U (size) 9�}C 31.5 � NO.OF BEDROOMS OWNER A(IGiJdC-C_ A DRA -rkAsK PERMIT DATE: I'l -1-0 1 F% COMPLIANCE DATE: 1 J 5" oLO 19 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility N A. Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY PC-W 1 di!5� A-3, A 29' � Z 31•S 39-9' ^3; 31 33.9 ' o 0 --- F'pX G L.0'J E No. 6� Fee f THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye ftpliLAtion for MispoBAY 6pstent Construction 3permit Application for a Permit to Construct( ) Repair A Upgrade( ) Abandon( ) []Complete System ❑Individual Components Location Address or Lot No. A(p FD 2CQ44VC P—D Owner's Name,Address,and Tel.No. t ^� Mtr_cUWC.+ S,#kN0v.L4"rMSK Assessor's Map/Parcel 14 /3 p p_ ;Vv F'mKC—ikVE RP CEO i/(G Installer's Name,Address,and Tel.No. ®'gr*17-St,71 Designer's Name,Address,and Tel.No. 50'8—a73—®3'77 CAPG;W0c �te�&(s�Ck8o ZC- E't�e�s Rt�C stico f Co./w3 HW'f et L04 OA" Type of Building: Dwelling No.of Bedrooms Lot Size j 5.0QC)' sq.ft. Garbage Grinder( ) Other Type of Building 1Zr:6 tbG jT(4 .C. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Mo gpd Design flow provided gpd Plan Date H`)L iE- a®('F Number of sheets Revision Date Title 216 Foxia-e V r &/}l) CSC L.L Size of Septic Tank 4[ y GAddplis i Type of S.A.S. 4 SOOC Description of Soil MC-0i4�4 5A,.cih ?S6 Nature of Repairs or Alterations(Answer when applicable) G-AU-p 0 (4— `�ro4A1� &oC �r1 a•��/3 ' W t"fl,f 6�[6E= J�Tp�l� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore gn gr a o e 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 Hea . S' ed Date I a-"1 ' l� Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ' } [ Date Issued _ , ' -^ .ate,., a `',;..�.-I-`..+"^'.°!�'.r.�^,.r'��i':-....f'4•�.,r"S.r,4�.T�,�..tF S.yt"'�'�i.,,�s.•�r.t.�h.,-f;'a^'r.�k:s.Nit^+� �,�.��,y:,�;,..y-.r-"s�x^.r•t... .t-»..^... _�+�1.. f�:,...d-.�.'n' ..�s,,,� _.I No.0""'/V ,J 7 V Il "-� Fee ` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for ID sphat 6pstem Construction Permit Application for a Permit to Construct( ) Repair Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. A 4. F'O 1CC 44 Q1,`"` Owner's Name,Address,and Tel.No. cm Assessor's Map/Parcel Installer's Name,Address,and Tel.No. 5o$••(('T7 2ts 71 Designer's Name,Address,and Tel.No. $O$-a73-0 7, 153 �A �uTtk�S-S &Ao eAM h40%f E,kj kG"" Type of Building: Dwelling No.of Bedrooms Lot Size 5 Opp+ sq.ft. Garbage Grinder( ) Other Type of Building RCS(DS�3TtA(► No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Mo gpd Design flow provided 3306 gpd Plan Date 1' - a O t$ Number of sheets Revision Date Title Cell!U-6r Size of Septic Tank (,OC20 C—A"—aw S Type of S.A.S. Soo cmwaigcs Description of Soil MAtlle�.f �; t`a 5 # Nature of Repairs or Alterations(Answer when applicable) ( �`� j-i G'�+-0 t�, ,(.p '(�, 9 N2 6v H-l 0 D BoYe 2;57't aJ 6' 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 Hea . e S•gned Date 11" r 'o�// "',.-Application Approved by Date /. / y// F— r Application Disapproved by Date for the following reasons Permit No. ` _6 i 1�5_"',3 �, Date Issued l cl-�./L) THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage DisposalrZ Constructed( ) Repaired(x) Upgraded( ) Abandoned( )by dwE'w roe GOTWA t v at a(. �p�CC ,Oy �� C tV/�.L.E has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoeaC/L. 7Y dated Installer,CAA5W(0C E�uTQtP/.tfSES / R� Designer a.C.e&,A( �C1� >IQ�J(Jr.-tw 'ANC: #bedrooms Approved design flow © gpd The issuance of this permit shall not be construed as a guarantee that the system will functi designed. Date / 1150 Inspector - - - --------- - -- ------ ------- --- ------------------------------ -------------- - -- ----------- I, J � No. c_a/•( 1 b � Fee y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstrm Construction Permit . Permission is hereby granted to Construct( ) Repair(,k Upgrade( ) Abandon( ) System located at' (� !r0KQ(..O(J C- Rao f and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date ./ l/ Approved b(y ----*'' Jan. 7. 2019 9:51AM No. 2899 P. 1 Town of Barnstable Regulatory Services Richard 'V. Scali,Interim Director WANGrASM `Public Health Division ►Fn ��� Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office, 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit# A0IS— 37q Assessor's Map\Parcel � d Designer: TC �n9tneering, 'xytc. Installer: CaQtw0f_ CA CeUes Address; ZBS l Address: 53 Cd,anmla(4t S�QA . �►� Cas4 On 0� —q-01019 CLuAC�I- EMI(�rPfiSe.Swas issued a permit to install a (date) (installer) septic system at '2(o fV I<-11 a Q(— �0 a A based on a design drawn by (address) -3"C 6n,i inee_rZn TtnC, dated P60, 2 8 , 2418 . (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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 verticaJ 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. f certify that the system referenced above was constructed i iance with the terms of the I\A approval letters (if applicable) oA�P�7H OF g6sgyG �� JOHN L M U CIfURCHIIL A (Instal er s ature) CML �o rSEE er's Signature (Affix lie i p Here) P ETURN TO ARNSTABLE 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. QAScptic\Designer Certification Form Rev 8-14-13:doe Town of Barnstable P#_ /5. 01; s Departinent of Regulatory Services i , , Public Health Division Date M 1R9 1e39. 200 Main Stroat,Hyannis MA 02601 i• Date Scheduled C • Ti'ma Fee Pd �_ ._ �� Sort Suitabilio Assessment for Se a Disposal B Performed-By: 1 t lG ( �WA2�/l�1 I C ' y:Witnessed LOCATION&.GENERAT,INFORMATION Location Address to .'F�KC..C���. Rc�,4tj. Owner's Name M IC-Hh&L S 5,4jW1Z"f-7" . . c Address F4';1CQ60VC R1) t01cA-46E' Assessor's Map/Parcel: • 30 Engineer's Name �U G (5pGt sJt 'r&k— NEW CONSTRUCTION REPAIR Tele hone# SO S—,)-1 3—O 3-j Land Use'__ sill Q`e t`c .AJ, Slopes(%) O— to Surface Stones Distancoa ttnm: Open Water Body �� ft Possible Wot,Area 7 L' O ft Drinking Water Wall ' L1_i__ft Dralhago Way i ft Property Line 10 ft Other ft SKETCH[(Street name,dime"ons of lot,exact locations of test halos&paro tests,looate wetlands inn proximity to holes) A see � Fly • ...w_. i.)r �F i.i.f �i.'i� �! r Parent material(geologic) w """S Depth to 0edrook 10 F Depth to Groundwater. Standing Water In Hole:_ > � `o„ �/. �`s Weeping iYolrl Pit Anoa Estimated Seasonal High Oroundwatcr 1^")'0" a6s D TE Et1VIINATIQN FOR SEASONALHIGHWATER TABLE Method Used: P D Q(Va .cif De th Observed standing In obs.hole: 1 Iu. Depth to loll mottle!: •>2 0 In.' De th to weeping from side of obs.halo: 1'_ C.a In, amundwater Adjustment ih. Index Well-# Reading Dato: Index Well ImYol Adj,•thetor, , _Adj.Groundwater•Leval PERCOLATION TEST auto `1 f HJ Time JD_-06(a rk Observation Hole# Time at 9" Depth of Pero -�v("o owl Time at 6" Start Pro-soak Time 0 Time(9"•6") . End Pro-soak -0'0$ol^, Rate Min:/Inoh Sito Sultablllty Assessment: Sitd Passea_ Site Failed: Additional Testing Needed(Y/N) Original: Pubic Health Division Observation Hole Data To Be Completed on Back ' ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1) week prior to beginning. Q:1S8PTIWERCFORM.DOC I _ DEEP.OBSERVATION HOLE LOG Hole# 1, _ Depth from Sell Horizon Sall Texture Sdil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Stnuature,Stanat;Boulders, tslatanoy.%'Oravell Loom Sclnj 1 d r 3 1 IoYr s/6 SY DEEP OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Sall Texture Sall Color Soil Other Surface(in.) (USDA) (Munsoll) Mottling 5 (Structure,Stones,Boulders. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sall Color Soil Other Surface(in.) (USDA) (Munsell) Mottling .(Structure,Stones,Boulders.. • t • DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sall Texture Sall Color Soil Other Surface(In.) (USDA) (Munsall) Mottling (Structure,Slopes;Boulders, Flood Insurance Rate Man: / Above 500 year flood lood boundary No_. Yes �! `Within500 year boundary No 1 Yes._,; Within 100 year flood boundary No-Z, Yes ))epth of Naturally Occurring Perylous Material Does at least four feet of naturally occurring pervious material exist in all areas o6earved thrpughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe ious material? Certl--,fication �� �j I certify that on OtV �'/ l (date)I have passed the soil evaluator examination approved by the Department of Bnvironmental Protection and that the above analysis was performed by me consistent with the required training,expertise and erienco described in 10 CMR 15.017. SignatureMY � Datts Q WEPTIOPBRCPOItM.DOC L 0 C A T ION �"� SEWAGE PERMIT NO. 6 &S ovG �'� cod• � - VILLAGE �► I'� �1 n y,p /7q6rf/,yf INSTALLER'S NAME ` ADDRESS BUILDER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED i � d / � 9 No...........$.l:'..C5_73 __ 4 F�s......... ........ THE COMMONWEALTH OF MASSACHUSETTS. i_ BOAR® (OF HEALTH 1 CS(1v 1.�. OF..... ....................................... Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: - -- ----------- •-•-•--•-•--- Location- ress �or,Lot No. caner Address Installer Address r d Type of Buildinne Size Lot.. -�. ....Sq. feet V Dwelling=No. of Bedrooms........... ............. .. .Expansion Attic 136 Garbage Grinder �+ Other—T e of Building ............... No. of persons............................ Showers — Cafeteria Q' Other fixtures ...---•------------------------- - W Design Flow.......................... ......gallons per person r 4y. Total da4ly flow____..... �? ................Mlons.c� WSeptic Tank—Liquid capacity. . .gallons Length.. G... Width_+... ..... Diameter________________ Depth_.4..,.'"(-�. x Disposal Trench—No. .................... Width----- -------------- Total Length............. Total leaching area---a` ....sq. ft. Seepage Pit No.--.__k._...-_.__.. Diameter......:$.[...... Depth below inlet..... Total leaching area..45?=...sq. ft. z Other Distribution box (P< Dosin ank ( ) A ' ' Percolation Test Res is Performed AK1719 .--'.I��:. �.��. Date--- �_._..... ,-4 Test Pit No. 1________________minutes per inch Depth of Test ......1.a p g r� _._..�,__.'� �— .__.__. Depth to round Ovate .__�e� a It fi, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Description of Soil s'?/ _� jJc _�4..._... ....'� �Zr w�'!^ - --'' U ------------•---••-•-------------------------------------------------- -•------------------ ------------------ •----•--------•----------- N s W -•---------------------••---------------•-----••••••-----•--------•-----•--••...--------•-••--•--•-----•-•••-•-•--•••-•-----••------•---------•---•--•-----------•-----................................ UNature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage.Disposal System in accordance with the provisions of iITLL 5 of the State Sanitary Code The undersigned further agrees qbt to place the sy em in operation until a Certificate of Compliance has bee i d by th rd of lth. Signed....... .Jl&lt �. l! �te Application Approved By.....-- --- ----•--.----- _ �....--- ate Application Disapproved for the following reasons---------------------------------•-•-•---------------------------------------------------------•------------••. ---------------'---.........----•----••-...••-------------•--......---•--•-----..............----------"'--•----•---------------•----•-----...................................... -•------------ Date PermitNo......................................................... Issued....-----••--•-••-------------•---.._..........._......, Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �Application is hereby made for u ��r �o Construct (��w� ) or Repair ( ) an Individual Sewage Disposal System at: or .................................................R��. ......... .............. ^��' « v��~~� fesse ......................... .. ........Rh......... ftj � Type of Building-.-I Size Lot..... ....Sq. feet Dwellin� wno Address Installer Address Other—Typeof Building ............................ No. cf persons............................ Showers ( ) -- Cafeteria ( ) Otherfixtures --__________________._______________________________ � � Dis ^� Seepage^ I`� l�o'--\-' �o�tcr--..��.,--- Depth ��mv � c�-�� +---- Iota �adz'- uroe -- . . _. � '�~�~ ' - �� O�� D�r�u�o�� @° / � ^ D � ~ Performed by ' ~ t . | Date..Pe���iouTe� � t ...... -m- -' � ' f Tea Pit No. l��- ---nutco per inch :o1oa � .-' � ---' D ���� T � / '- --'....... ' � ~~ Test Pit No. 2..........'.....minutes per inch Depth of Test Pit---------' Depth to ground water........................ � -.-....... ' � -------.--_--.---------_-'----_--------.---_..----..-_.-_-..--.------------.---....-----'-'-_---' t) Nature of Repairs or Alterations--Answer when applicable.----------_-----.--------_'_.'------------- / � ------'---------------------''-----'--------'-'------------------'---'-----------'----'--'------ � Agreement':� The undersigned agrees to install the ufore6escribe6 Individual Sewage Disposal System in accordance with the provisions of TILTIE 5 of the State Sanitary Code The urWersigned further agrees Ifot to place the s em .n 6, by t Z' Vy Z_ operation until a Certificate of Compliance has jbDee t�66a h of Date Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH THI S TOL ERTLF.V, That Ilif Individual Sewage Disposal System constructed (V or Repai4 has been.installed in accordance with tL4provisions of TIT F' 5 of The State Sanitary Code as described in the THE ISSUA14CE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM W LL FUN ION SATISFACTORY. BOARD OF HEALTH Permissio ' h b f� . d. vl,, to Construct-LY or R -.,,r an Individual S Disposal System as shown on Vthe a icatio or Disposal Works Construction,Prermit No..................... Dated.......................................... � -, , , � , w _ � � � 1 ` � � ` , � � � y at, �f �� i � � � �w t1 ' �� 1,�`� � , C»=��Gt�l DATA •. _ 1 Q0 GAtzgA"GC- CMIQt>F�- 2�dtLam! 1`IA,�AJ _ Ito 4 3 33o G.pv -SSo.. ISO % • d�15 6.Rt7. `�G)CG.LCAJE Q.03 A c USA'; I o0o CAL- k USE 1000 <GAA—. ci�wAu- AZEA = 150 s�. ►0 1 Per 80TTOAA AOEA o 1j0 ST=. f �c CE;D Sfs'. 1 .0 - 5o S.RD.S 70 .� l s.TALP TOTAL E�S'6Q = •4SS &.RD. i I to t TbTo� mat t_�f F•c.ow z 330 6�PD. r, '� i,• � �� PEfZGDL�T1,Ot.1 z& : Cnj 2..m11J•"pe L&9S. c>�✓cam 10 / J� WM QA�Ttw���C g_ �Ii �• `, /` fps. •'T'�-ST Tor ;r•+o t •7 E;t p: sY ►-IOL +,Cc I ti, pPb Z71ST 1W. Jll_ 4' -Box 63 SepnC 1�� s ( TA�iK •� � , C= � o00 �M 9 • Iw uN 't. � 3 GAL. S��L• �H'q• ' LEACH : ` PIT i . Cj C S ZTtr-1ED PL.b`I'• F lzoF'1 L_E—= "• LoCATIO" aixaVltz, -i349 •0 1-1 o Se e�LtEr- j ���L C 111 A v� CGIZTI��{ TI-(AT TNs: P• �1�SNa�u1.J Pt:A1.J t-I�,QL"b1,1 .GCW%PLVg WITH T1�� „'$IOtc..l,-1��- �..•Q� r< aub �cYtiAuG >~cQUICeM;=►-ITS OP TNc— .. 'IowtJ �vR9,IJST�pt,� !.` . •••�' 8 A)CTG tiZ RLGIS,ttR6D L.&wo 5ueval-(avQ �"I-11 a C7 t,.A►-1 I'S t.IOT P,AyC� via A�J OSTECVII_l.L- v MASS. APn�tGA.��T �. 1 �'�r �c u��c r� r� nP'rectit►��- LOT LI W�.l ��ta�i �E.tt�, � P, I tjAZf A t,,10 C-CAI-�SA:Gt✓ 6RI�.JUE� _ i u �r �� I�IL�{ Fl_oVC/ a lib +� $ � .'33b �+•PD 1t_�rtc `I- ►� = 33o,. ISo % • 4-95 S.P.D. C•�)C< .C.UV USr--.1 l o00 C .L IPtT - tJSE loco GA'L.p Ia' f- �' TALP 70 iSo S� ,� 2.S • 3 7S G.P.D. � - - TM .'1 K F 8o1-r-o�cc LI.¢eA= � Si=. ' l�0 G►+l �= TOTAL 'C>ESIGIJ = 425 ToTA I_ PLDk" s 3w 6kFD. 5� �. Pr -o TIO tJ QeTE : "tU 2�ct u'�o¢ 1 ,. .•`` Of. Lh A A n , e� • ; 1. ' '`^, / �����. Lr- Tor Iwo i�i.Z ,Q • ` 1777G� X�Ii 4 QiAEs „ k• � 3 Vf�� •� � � .. Ij r'OC Icon {IN. 'ar. h:. 4�AV's IW 6A6L. 9: Z•Sy �i -SOX 'SEPT1C (�' LA x. EAGH �'L 'A ! PIT i.i • W�7-L.t I i i � �: 3 5 STOwJF-- •p �,�;� /j �.o �o.0• F 1. f, 1_oCATlo" scAL Ts4 AT TN E. woP. D7P$1-11jG4S"o-uu •t-ic:��enl� �G����IS W 17N T�-1E :.SIDt�.�.l►-�� r; 1 n.ut> ",e-rL�Ae1C �7c,QU(VEti4cuT4 OF Tµe—. -Zowu or": Ci.>��Z,►.�ST1�►IPC,<; `'(.PtIJ Fu(Z �Ic4A6- V G L`GILtl;rvA . - �, �ZCGISt"cCLED 1.J�t,1G SUZuGYoeS; TI-�l5 C7LA►-1 15 tJOT Q,mev 0" AW OSTECVtI_l.E o tiCASS• ,. IIJS!'C:�,tnC=1J i �,vc_vr-_�{ • TtIL Ut=s= �T4 5taowur� APPt_If:At-.3 r �j P I I.1Cr p U�>Gc> Tv 17f''1'CCM►►�II_ LOT Llwe "s ��''�l��v`f?`�P. �ei �; FINISH GRADE OVER D-BOX 65.7t FINISH GRADE OVER CHAMBERS= ' ' G E E RAL NOTES T.O.F. EL.= 66.4 t 65.3 66.0 j PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS ,r „ METHODS SHALL BE IN ACCORDANCE WITH E STATE OUTLET TO WITHIN 6 OF F.G. MIN SLOPE 1% 2 OF 1/8 TO 1/2 DOUBLE WASHED TITLE 5 OF THE E ENVIRONMENTAL FINISH GRADE , F.G. OVER TANK EL. = 65,8'± 5" DIA. OUTLET(S) BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES. FND. EL.= 66.2 t @ _ � STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" 9"MIN. TOP OF SAS = 63. 3 CHAMBERS WITH EXISTING 4" 9 MIN` 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SCH. 40 PVC 36"MAX. 62.30 36" MAX. INLET PIPES TO 6"OF SEWER PIPE BREAKOUT EL= 62.80 SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE FINISHED GRADE , 4. TO PREVENT BREAKOUT THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN _ 6 3 3" DROP MAX 3„ 9„ L=Tt „ 2" DROP MIN PROVIDE WATERTIGHT ELEVATION =62.80' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A MIN.SLOPE�1% a o 4" PVC IN FROM ,U.,�JOINTS (TYP.) Sower 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 13 14„ �\- 63.3��- SEPTIC TANK 4" PVC OUT TO 0 O 0 0 0 0 0 0 Q 0 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE LEACHING FACILITY 0oo 12" 6" oo o o Q = 0 0 5• SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN o INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL , 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE 62.77 MIN. 62.60 0 0 (� 0 0 °° CDC 0 0 0 0 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE o° o o �' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH I EXISTING SEPTIC AND REPLACE AS o 0 0 0 0 0 0 TANK NECESSARY COMPACTED BASE 3.0' AND DESIGN ENGINEER. 5 8.5' (TYP) 3.0' 2.1' 4.83' 2.1' OUTLET DISTRIBUTION BOX TYP ) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 65,00' TO BE INSTALLED ON A LEVEL STABLE 31.5' ( ESTABLISHED ON A NAIL SET IN UTILITY POLE#2 AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET L 60.30' GROUND WATER ELEV.= 55.30' 9 03' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 3 - 500 GALLON CHAMBERS 5 MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES CROSS SECTION VIEW TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. *CONTRACTOR TO VERIFY EXISTING SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL CHAMBER DETAILS ELEVATION PRIOR TO ANY WORK& 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTIFY ENGINEER IF DIFFERENT. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM • a APPROPRIATE AUTHORITY. • ' '= ..,-� ._s "+ PERC NO. 15832 / • ` + • ' 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED / • , • •• (`� ci • INSPECTOR: Donald Desmarais, RS UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR loe �• • • _ 0 ' • • EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. OQ; /\ " `�`�.� • . ': a C.S.E. APPROVAL DATE: Oct. 27, 1999 • 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. Jl� ,��Q� i • 1'af1b@tf'y • DATE: November 28, 2018 ' O / O 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. �J _ • , ELEV TOP= 65.30' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, �C Q ,cQ' „,,;M-' , ,�1• -�� 7 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). �3 6 •` • ' • ELEV WATER= < 55.30' / / ' •al m ' • • 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN V •'••' • PERC RATE <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. Benchmark • • i • • Nail Set in U.P. #2 MAP 149 .: . i DEPTH OF PERC= 36"-54 16. PROPOSED PROJECT IS LOCATED WITHIN: Elev. =65.00' // LOT 29 ZONE 2 Approx. M.S.L. ���/ / °- `� II .'• • : • TEXTURAL CLASS: 1 ASSESSOR'S MAP 149 LOT 30 QJ�'/ BIT: DRIVEWAY N �` ` • •• • N OWNER OF RECORD: MICHAEL M. &SANDRA L. TRASK U.P. #2 Q m 11 •. • •A . o EXISTING LEACHING �OF h� BUSH (TYP) m tt a • • • • ►► y PIT (approximate location) QO /�O PROPOSED o- • •• �, ` Q. 0" 65.30' ADDRESS: 2F.FOXGLOVE ROAD TO B PUMPED AN / DISTRIBUTION BOX LOG'U S , • • , FIII TERVILLE MA 02632 2 \ FILLED WITH CLEAN / o SAND &ABANDONED ' • • + J Al2 Loamy Sand 64.30 FEMA FLOOD ZONE X o W W EXISTING 1,000 GALLON . • • w SEPTIC TANK TO BE II ,` !/ •• ' �� 14" 1 OYr 3/1 64.13' COMMUNITY PANEL# 25001 C0561J / 16" OAK UTILIZED IN DESIGNS .. _ • l s \ / / N 20 OAK • B Loamy Sand 17. DEED REFERENCE: BOOK 14335, PAGE 295 f / cfl yT TP 1 18. PLAN REFERENCE: PLAN BOOK 326, PAGE 29 / cSoo 31 06, ./ r� tt •• �� 36' 62.30' \ \ TP 2 (3) 65x3 o .• - %�t'8 @t'I'y 1� • f Perc 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. Y \ / y �f`' 54" 60.80' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY = / / A� P \ g FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 65x3 �o FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 6 (4) / s� • ` '` Medium Sand 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A / o c9 / �, / �� - - C 2.5Y 6/6 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"'OF FINISH GRADE. A / s ,�O ��h 6" TREE �'� \ • REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. h L P 1 Q O OO / / GARAGE 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN 6' c, N TA ANY AND ALL 6PLAN \ CoS �P� LOCUS P LA V REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. 0 \ J O 4 FREE _- - HC-2 p /i SCALE: 1"= 1000' 120" 55.30 611 A 2 = , O FFE 67.2_ No Mottling, Standing or Weeping Observed TEST PIT DATA \ 16" OAK DESIGN DATA LEGEND \ PERC NO. 15832 0 6 � \ #2 50x0 EXISTING SPOT GRADE • Donald Desmar i R - INSPECTOR. a s S ti (1) s - NUMBER OF BEDROOMS 3 PROPOSED EXISTING \ EVALUATOR. Michael Pimentel, EIT, CSE - - - 50 - - - EXISTING CONTOUR INSPECTION PORT 3-BEDROOM DESIGN FLOW 110 GAUDAY/BEDROOM cgs\ HC-1 DWELLING C.S.E. APPROVAL DATE: Oct. 27, 1999 4" HOLLY ° TOTAL DESIGN FLOW 330 GAL/DAY 50 PROPOSED CONTOUR PROPOSED 3-500 am DATE: November 28, 2018 GALLON LEACHING cqs - o = TEST PIT#: 2 50 PROPOSED SPOT GRADE DESIGN FLOW x 200 /0 660 GAL/DAY 0 CHAMBERS TOF =66.4'± G'Z�� USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP- 65.30' GAS EXISTING GAS LINE ELEV WATER= <55.30' O/'H/W EXISTING OVERHEAD UTILITIES moo MAP 149 s LOT3o INSTALL 3 500 GAL. CHAMBERS w/ AGGREGATE PERC RATE _ - w w EXISTING WATER LINE So 00 15,000± S.F. DEPTH OF PERC- O 6'e TEST PIT LOCATION SIDEWALL CAPACITY (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY TEXTURAL CLASS: 1 = EXISTING 1 000 GALLONSEPTIC TAN (31.5 + 9.03){2 } (2 ) ( 0.74 GPD/S.F.) 120.0 GAUDAY K , 0" 65.30' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE BOTTOM CAPACITY O (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY Fill (31.5'x 9.03') (0.74 GPD/S.F.) = 210.5 GAUDAY O PROPOSED DISTRIBUTION BOX A 12 Loamy Sand 64.30 MAP 149 14„ 10Yr 3/1 64.13' PROPOSED 500 GALLON LEACHING CHAMBER LOT 31 TOTALS: Loamy Sand B TOTAL NUMBER OF CHAMBERS 3 1oYr 5/6 TOTAL LEACHING AREA 446.6 SQ.FT. 36" 62.30' REV. DATE BY APP'D. DESCRIPTION TOTAL LEACHING CAPACITY 330.5 GAL./DAY I PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR: NOTES: ,t CAPEWIDE ENTERPRISES 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF /� EACH SEPTIC SYSTEM COMPONENT. C Medium Sand 2.5Y 6/6 LOCATED AT 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF 26 FOXGLOVE ROAD THE PROPOSE D LEACHING FACILITY TO ENSURE CON SISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL CENTERVILLE, MA 02632 BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. SWING-TIES 120" 55.30' SCALE: 1 INCH = 10 FT. DATE: NOVEMBER 28, 2018 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER ESTUARINE ZONE WATERSHEDS. DESCRIPTION HCA HC-2Weeping �N of s o s �0 20 ao FEET PROTECTION OVERLAY DISTRICT&THE. No Mottling, Standing or Wee in Observed �+ 9, 9 p 9 �a JOHN L. �' N THIS PLAN ARE PROVIDED ONLY AS A CORNER OF STONE (1) 20.6' 46.3' CHURCHILL JR. �i PREPARED BY: SHOWN O RESERVED FOR BOARD OF HEALTH USE v •, 4. SWING TIES SHO clwL .JC ENGINEERING, NE INGINC. COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CORNER OF STONE (2) 29.5' 51.0' NO. 41807 ' 2854 CRANBERRY HIGHWAY PEAR TO$E 3 39.7 31.7 AP CORNER OF STONE CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS ( ) EAST WAREHAM, MA 02538 INCO RRECT. PLAN 4 33.6 23.3 508.273.0377 SITE PLAN CORNER OF STONE ( } „_ Drawn By: SJI Designed By:SJI Checked By: MCP JOB No.4452 SCALE: 1 - 10 I