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HomeMy WebLinkAbout0084 BRAGG'S LANE - Health 84 Bragg's Lair Barnstable A=299-059-.002 0 No. _d 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for Disposal bpstem ConstCUttion 3permIt Application for a Permit to Construct( ) Repair(")/Upgrade( ) Abandon(. ) ❑Complete System E1.4idividual Components Loc 'on Addre s 4r_ of No. ys a Owner's Name,Address,and Tel..No. Asseor snl�aParcel'✓� fir( 1�1 Installer's Name,Address,and Tel.No. p Designer's Name,Address,and Tel.No 2` Type of Building: 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) 330 gpd Design flow provided 3 7[J ,�f 7 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank (UJ� Q.� 1/`�r�c, Type of S.A.S. Description of Soil Nature of Repair$or Alterations(Answer when applicable) - C .S tovL-e_ ll Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenanc of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code not to place the system' operation until a Certificate of Compliance has been issued by this Board of Signed Date Application Approved by l2 Date ( Application Disapproved by Date for the following reasons Permit No. �d (� 7 Date Issued P .. No. d/! " G1 Fee aft r Entered in com uter: �.. } THE*.COMMONWEALTH OF MASSACHUSETTS p Yes 'PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ' 2pplication for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(Upgrade`( ) Abandon( ) [:]Complete System ❑Individual Components Loc on Add33r4ss;4ot No. gas 4y Owner's Name,Address,and Tel.No. I Assessor snlviap/Parcel 02W ^�^G'� ✓' � Installer's Name,Address,and Tel.Nooj�;'p ©/ 2 Designer's Name,Address,and Tel.No. E 0 Type of Building: �° Lot Size l s . Garba a Grinder Dwelling No.of Bedrooms l f � q,ft g ( ) Other Type of Building cyii7 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Z f) gpd Design flow provided 3 Y(:f _ Plan Date Number of sheets Revision Date ; , Title ' Size of Septic Tank Type of S.A.S. =`" Description of Soil Nature of Repai�s or Alterations(Answer when applicable) `�'(n �p d `� (�(/Q r"�(j� �' Aalb 80P-5 lr Ll S av1 e , Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in- accordance accordance with the provisions of Title 5 of the Environmental Code and'not to place the system ip operation until a Certificate of Compliance has been issued by this Board of e Signed�ADate ,.P Application Approved by eT �;" Date Application Disapproved by V Date r for the following reasons r Permit No. j Date Issued r Z—to THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERRTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ^ ) Abandoned J( )by !1 Ot'l S 1F--)r-CcAya!f __. .._at - (JI�1 �(G'iCj � (G'►14Q has been constructed in accordance - - t _ with the provisions of Title 5 and the for Disposal System Construction Permit No. 1*i I �dated t..•Z—/o ( }" Installer a!o14 S EA aa-t/&I t 4 Designer #bedrooms Approved design flow 3-1 U and The issuance o this permit shall not be construed as a guarantee that the system will fimctio asd esigned. Date ( � Inspector t/J No. Fee / UC3 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Vsposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at all ��/, c 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. n Date Approved by , j r fY_1 v �-.. �J r-° 0 1 :Y � 'w� i a..� l✓• f J_ vc?-� 1 Hn i I I. , TOWN OF-BARNSTABLE LOCATION Al �'G �� � � Cam. SEWAGE# VItLLAGE � ��5' � ASSESSOR'S MAP&PARCEL �?1"-0,_C!-O02 INSTALLER'S NAME&PHONE,NO. %(��j�.;j '�� SEPTIC TANK CAPACITY /fl LEACHING FACILITY.(type) o `� C(�y'� (f-114jy(size) /c3 oil NO.OF BEDROOMS OWNER 7JOA,it e PERMIT DATE: j 6.$" COMPLIANCE DATE: h Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist(Zn 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 7x a . w 9-2 4 Town of Barnstable Regulatory Services Richard V.Scali,Interim Director Public Health Division Tbowas McKeon,Director 200 Main Street,Hyannis,lVlA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Pffigner Certification Form Date. i L t�, Sewage Permit# _ Assessor's MapTarcel Designer: !`i lh1 r� 4►n c,Installer: s .x c NV at l Address: `t Z.. W. C ev ,-tA Ot (1-0/ Address: �Le, MN 07-491 Y —t` �� Ilwl,� 0'ZIG49 f on s E4 car°'i-4'was issued a permit to install a (date) (installer) septic system at Vic( X't (—A—,- based on a design drawn by address} �t.i-ef Ih c-G vt F [5 dated d L� ' (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 relocations 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. Plait revision or certified as-built by designer to follow. Strip out (if required)was inspected and the soils were found satisfactory. ; I certify tha systern refe a above was constructed in co ` Hance with the terms of the a roval letters(!i pplkable) r PETER T_ McENTEE (Installer's Signature) - civtiL Na_ �5109; ( signer's Signature) (Affix Desi ere) PLEASE RETURN TQ 11ARNSTABLEFULLIC REALT, D V. I C FICJE OF COMPL TANC V1'I L NOT BE I $UED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE B,A,RNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q_%eptieOesigaer Certification Form Rev 8-14-19_doc I - Town of Barnstable P# 4�op try Tpk� Department of Regulatory Services • * BARNSTABLE, � Public Health Division Date 9gjp 63q.. `� 200 Main Street,Hyannis MA 02601 " lfDMAta r`� Date Scheduled-, Time� , Fee.Pd. Soil Suitability Assessment for'Sewa ,e D sposal,.. ' Performed By: �c � �C11�� C SE �5"tiZ'� Witnessed By: j LOCATION & GENERAL INFORMATION �� Location Address g"I 12 S 1 Owner's Name rq Vv S7 ^ 'Address PO , �3o� Assessor's Map/Parcel:Z49 -6-5-9 Engineer's Name NEW CONSTRUCTION ,j REPAIR Telephone# Land Use 1�S"-uw �� Slopes(%)" `I Surface Stones Distances from: Open Water Body ft Possible Wet Area Z�f O ft Drinking Water Well��'� ft Drainage Way /" A." ft Property Line f—r—ft Other ft 1 SKETCH:(Sheet name,dimensions of lot,exact locations of test holes&perc,tests,locate wetlands in proximity to holes) i r•.-ram r.n g Pr ctj ! Parent material(geologic) 0"`�' r ,} Depth to Bedrock Depth to Groundwater: Standing Water in Hole: AJ O,!" , Weeping from Pit Face_NOO�f Estimated Seasonal High Groundwater - DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side ofobs.hole: in. Groundwater Adjustment Index Well# Reading Date: M Index Well level Adj.factor__—_ Adj.Groundwater Level .PERCOLATION TEST Date_ Time j Observation - Hole# �e� ���- Time at 9' r iDepth of Pere ��`'� 11 Tinie at 6" _ A-�Z,(o 93 Start Pre-soak Time @ C Z Time(9"-6") _ ,i End Pre-soak �oY�.S •�N LzOt is��r„L�� 0":! ` Rate Min./Inch L Z Ct�° C(3✓[S i S'1 F�a W��n Q F`� �: t i` Site Suitability Assessment: Site Passed Site Failed: Additional Testing Neeld(YIN) original:'Public Heald,Division Observation Hole Data To Be Completed on Back----------- ***If.percolatio'n test is to be conducted within 1.00' of,wetland,you.must,first notify the Barnstable Conservation Division at least one (1) week prior to begiriniing. r Q:\SEPT10PERCFORM.DOC t i DEEP.OBSERVATION HOLE LOG Holm Depth from Soil Horizon Soil Texture .Soil Color Soil Other S�ace(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistgwcv.% r v 11 Q = I Z A a4 j Z- a S i_ [:.o . (Zs r ba�dcr o�rP-4 $--I-i Loc". 5 y 3,/3 _ t-� 7 k-W C3 S, DEEP OBSERVATION HOLE LOG Hole)#: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. _ ons' e;ngy.4'o rave t� �& 30 6 Vic. (LY& _ i DEEP OBSERVATION HOLE LOG Hole#_ ' e Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling—(Structure,Stones,Boulders. f onsi q=X.% vel) 6�12 A SLcl „60 (✓r L 2,5-Y �'� 6_ �j_lovZs s q I r - DEEP OBSERVATION HOLE LOG Hole# Di pth from Soil Horizon Soil Texture Soil Color Soil Other Sirface(in.) I" (USDA) (Munsell) Mottling—(Structure,Stones;Boulders. • oar sis env.96 OraveU, R L� o rz4/,z- �z-�I� a �s Q'�2.-51g _ s� 3vjIt� ?�� 6�wLd1e�s Flood Insurance Rate Map: Above 500 year flood boundary No— Yes _ i Within 500 year boundary No ._ Yes Within 100 year flood boundary No Yes Dlenth of Naturallw Occurring Pervious Material Dines at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? 7a�f ''-- If not,what is the depth of naturally occurring pervious material? I `= Certification `I [qQ�da p I certify that on -( te)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 trai ' expertise and experience described in 310 CMR 15.017. Date Signature f C( I l QI\,SEP'TlC`PERCF0RM.DOC s p— 'it (i,G- CATION SEWAGE PERMIT NO. vi L L A G E ASSESSORS MAP N0:;�_ PARCEL N0: D � L I N S T A LLER'S NAME i ADDRESS ® UILDE R OR OWNER a,eo. Ala DATE PERMIT ISSUED Q r ®DATE COMPLIANCE ISSUED �Z/X/) / No.;i 3. Fps. .... ..........._ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ._.._.... .P.�/ ..........OF..... �' � -. . Appiira ion for 0hipos ai orkg C�nniirnriinn amii lication is hereby made for a Permit to Construct r/ or Repair an Individual Sewage Disposal PP Y ( � P ( ) g P System at: .................................................... --------•-•••-•••---•---•-----------........ .------------------......--------------•- Location-Address or Lot No. a/ __ 1, C•/ 3I 3/!-.... ............................... ...... f:9 s s_-----------------•---...---... Owner Address � Installer Address Type of Building Size Lot.. -_ -------Sq. feet �. Dwelling—No. of Bedrooms................-sue._.........._....-__..__..Expansion Attic ( ) Garbage Grinder ( ) PL4Other—T e of Building No. of persons............................ Showers — Cafeteria Ga Other fixtures -- -... d - W Design Flow.............. ....................gallons per person per day. Total daily flow------�� .............................gallons. WSeptic Tank—Liquid capacity A' gallons Length.. Width._ /... Diameter................ DepthS........... x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.........../------- Diameter....__ Depth below inlet-.� Total leaching area... _....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-' Percolation Test Results Performed b __.. T� '" ^!................. -5_r. 1 c�-7 �7 Y .� •.......... Date_... -; Test Pit No. L L.._Z....minutes per inch Depth of Test Pit------� _.__ Depth to ground water........................ f=, Test Pit No. 2_G_.Z_...minutes per inch Depth of Test Pit..... ...... Depth to ground water........................ ...................=•---•---•••••-----••---•------•-•-------••••..............•-••--.._._.__._............................................................... O Description of Soil..........© — ¢"__?'ate..SvtG ......,.`Ct?. ............................................................. ` S_____________________________________ ...................•--_...._ ....••••....••••••-•-......-••--•---••-•-•-•--•--•---•-•-•....-••••-•.......... U Nature 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 TITLE 5 of the State Sanitary Co The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b s b the b h. igne ... .... ...... •---• = ..........................-. .......... •. _ - ' Da Application Approved BY---• ----- -------- -----� ® Date Application Disapproved or t e following reaso s: -••-•---•••-•••••••••-•••--•--•-----..•••-•-••--•••-•----••--•-•--••-•••--••-----•----••.......••--•••_..._ ---------------------------------------------------------------------------- Date PermitNo......................................................... Issued............................. Date �s 3403 Now..--........_....... FE$............._............... THE COMMONWEALTH OF MASSACHUSETTS a, BOARD OF HEALTH 1.�.I1/n/..........OF.....45-'!9 Vic= ,l:. F. ....................................... Applira Lion for Uhip as al Works Tomitratr#iun ramit A_Application is hereby made for a Permit to Construct (t./) or Repair ( ) an Individual Sewage Disposal System at: Location-Address or Lot No. ................ — ......_........... .._.. ._�.._.. f ! ......................... Owner Address a •-- -'4--...�� ....r �,�. �.,:,..,,�� .�IL�?..: ..................................... Installer V Address Type of Building Size Lot..t7�X.-4-`'z K....Sq. feet Dwelling—No. of Bedrooms.................��._........................Expansion Attic ( ) Garbage Grinder ( ) pa-, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Pa Other fixtures ..-•---••--.--- ••----•-••-•--- . W Design Flow.............- . .....................gallons per person per day. Total daily flow.....7�:Ten..._..._................._.•gallons. WSeptic Tank—Liquid capacityl gallons Length__ta%"... Width_i5E'(,"... Diameter________________ Depth. x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-----------/------- Diameter...../?.'__.__. Depth below inlet..- ......... Total leaching area.: fi"._sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed ...f': ............. /G/v?. Test Pit No. 1. .._Z.....minutes per inch Depth of Test Pit.....r :... Depth..to ground water.....--_-:......_.__. Test Pit No. 2.-4...?_.....minutes per inch Depth of Test Pit---- Depth to ground water....--_-__—.......... •--•--•-----------------------------•---------•------------........--------....................-•---......................................................... O Description of Soil-----••.� •'7,-�' - 7_0�42:50/e- oV 4 r�_._._...2`�,�y eo 11 == d,r3:-TCV -.>..-.•--•-� _..r��..---- --------- 94 /2v•.....�!'✓l.....-1-�•r. ---•-----------------------•------...........--...------ U •- J1, <f /4 /// q // Mai fi U Nature of Repairs or Alterations—Answer when applicable----------------------------------------------................................................. --------•--------------•---•---•--•------------------•----•---•--••---•-•-••-------•--••••••.-••---•-•-•--•-----------••---•------•--•---•---------•-•--•••---•-•••-••-----•-•---------•••-•---...-•-- Agreement: The undersigned agrees to install the aforedescr' e Individual Sewage Disposal System in accordance with the provisions of 1T17T.... 5 of the State Sanitary Code,,' he undoksi t. r ees no to place the system in operation until a Certificate of Compliance h ee'00n Sig •..�.. ~- ----••..................... ------ /---- �- _..._ Application Approved By ....... ........................---•• �Q =� 0---- r -------.---•-- ' Date ....-•------ Application Disapprove for he following real s:.............................................................................................................. •................................•-•------------.....--••-•---------------....•••--------...-••-•--------'-•••••••....._.........•••-------••----••--•----------•---•--•••---••------•----•••--....--•--- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Trrtif iratr ,af ToutpliFatta Tr tI CERTIFY, That e Individuate ewage Disposal Sy tem constructed (t,iYor Repaired ( ) by-------...: ................. G ''i .� -----------•--......................-----•---•-----•-•----------------- taller at.................. ---••...... ............ ......"•' --•-----------•---•----•------ -------- -----------------••------•----....------------------ -..._. has been installed in accordance ' the provisions of �LS ff f he State Sanitary C e cr ed in the application for Disposal Works onstruction Permit N ........................................ dated_..:�_._.� ....................... THE ISSUANCE F THIS CERTIFICATE SHALT. NOT BE CONSTRUED 'UARANTEE THAT THE SYSTEM WIL '/U CTION SATISFACTORY. DATE...�6... ... ........................................................ Inspector---- ........ ..-•---------------•---....----------...------••--•-....------..... THE COMMONWEALTH OF MA ACHUSETTS BOARD OF HEALTH , 3d No......................... FEE........................ ._ MJ21 Permission is kreby grant e -----•----•- • ----- � ._,. _. _: = ;---;�....................................... to Constrtiz � or�efi`air divide SZ�,age Disposal System atNo.......•--............................................ - . 4s shown one a jciti for Disposal Works Construction Permit, ........... ated........................................_.. ........ . ---- Board of Health DAT �. FORM 12 HOBBS & WARREN, INC., PUBLISHERS S/-/GAT /of L SN�LTS c' 0 \ EL' BbK SBrPf7C dl G • V 1\107Y-flu. i"pexv/ous ti�rraer Vi 7t, BE QJiTfOVlfD /O� B@JOND L nQ gGZra vr .,rr1 ��' Al r , MY SA/vD C Si%}DBD ARM1� '3 uNs.i�►B1E "V \ /tztn/, rop of ` El o ZSo. 00 -� 3 oN �rsswse n D.rrLy Loc<rnn,v $�92�/STA�GG--� /L1�Ss DL,cy+v .2 - 6�i�iG La 7- EDW�R �/� E3?i9 o� Ci 5 /LEY N G'oee 725 , o. �� �" ® 5'� {��� BuiLDini6 .S.Sloin/.v oit/ .7tii� Ff:9� CoA-l.caeyS W177V 7f/E SGT-BAGsG 26�1i� r16-L,75 of 77/E' 7'e W•Y OF s z i9a3 s -�:C S'.9 G L y fL1.q c.eGB6/�- �G77 T7oNc�s:e. ,e��'. G4�e�� -Su2Vbya.e ! SN�Z'rT Z of Z Sf-!�•-7� • .Sa.o0 TOP OF FOUNDATION CONCRETE COVER CONCRETE COVERS e 4 CAST IRON, 12 MAX. 12"MAX. � �► PIPE (OR 4"ORANGEBURG(OR EQUIV.) EQUIV.)— MIN. PIPE- MIN. LEA PITCH 1/4"PER. CH PITCH 1/4"PER.FT. PIT PRECAST o,e o' NVERT o Q LEACHING ° EL 4s.37•• INVERT INVERT 'p a PIT OR SEPTIC TANK EL ycfc �9 DIST. ELF ,, �w� EQUIV. o INVERT BOXVi o; EL. ¢j f(o„ /00•4. .. .. GAL. INVERT INVERT hi w w 0: o. 3/4"TO I I/2 ki-: °•EL�3o u_�..o WASHED wSTONE /o 8 rG.'Db Bc, a. /7�--►I - 6'DIA. —+{ I Nt �-- /.Gi r�g DIA „ �. • . fo^1TcoVNTL,w+V PROFI LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE SOIL LOG WITNESSED BY DATE .'y'h/. .'l/. *-f TIME.3"o? !' �"�. ���.�. BOARD OF HEALTH TEST HOLE I TEST HOLE 2 .5'T&TSo�! f�f12L�, !e S. ENGINEER ELEV. . 4G•8o, ELEV. . :!S. . f1-�c.Ll.C�Z �lc�C.4�o•E rx�'--1485 ac 2411 Z�, s0a-S.� DESIGN DATA w,8 o ¢ CLAY -So, 36. -0j,go Ga LPL.• /S NUMBER OF BEDROOMS TOTAL ESTIMATED FLOW 33c? GALLONS/DAY yY• srwp //3,�o �z•4�.is' BOTTOM LEACHING AREA SQ.FT. /PIT F..vE SIDE LEACHING AREA . . .�3/,9S SQ.FT./ PIT 120 ' 4z-- -80 Sgwp GARBAGE DISPOSAL (50% AREA INCREASE) f�ivF" SMAo TOTAL LEACHING AREA o f SQ.FT 44" cc,3¢.80 ysc'� 3L.i�� PERCG .A"rIOIV . RATE / . ems %moo. MIN/IACH No. LEACHING AREA PER PERCOLATION RATE .1 4-� . SQ.FT. WATER ENCOUNTERED NUMBER OF LEACHING PITS . . . . . . . . . . APPROVED . . . . . . . . . . BOARD OF HEALTH �7/ z` o�`57�N� 0N DATE . . . . . . . . AGENT 'OR INSPECTOR Of SAS ss �O Af qcc 's LA�vC KELLEY Cp N 9 k 25100 to V .HALL 527 �61sTsa� .0 PETITIONER .�At.7' RG�O C3/E APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS LOCATIONAE tr6RS Mefi> -3XA6,r AA,,/e_ NO. VILLAGE- nnj?,�,CSTG1. _ DATE APPLICANT FEE Z'7 ADDRESS Ave TELEPHONE NO. (Non-refundable) ENGINEER ,-' ,L , S, TELEPHONE NO. DATE SCHEDULED .37;�J /1'' (Applicant' s signature) . . . .,, . . 000000 . a . eooao . . . . . . : oo`o . o . . : : . . . . o . . . . . . . . . . . . o . :`. . . .-: . . .-o . . . . . o . o . :. . . . 2ApWAg1. SOIL LOG SUB-DIVISION NAME DATE ,r TIME ;OD S 1NO EXPANSION A�tEA: YE _ '� ` / ENG INEER::7�" TOWN.WATER PRIVATE WELL <77 10.4 Z BOARD OF HEALTH EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in .proximity to test holes 4 0 Qs' _ .. o ►o► r _ _....._-_.. O PERCOLATION RATE: TEST HOLE NO: ELEVATION: TEST HOLE NO: Z ELEVATION: 1RSD��. - .LOA^"• 1 �O�►d'i - �'V�SO�z. - _ R., 2 3 �uaSn�t, 3 �Ay 4 Rg" 9 „8 8 9 r44CINA/.8 I 10nJE �Anyfj 12 13 13 14 14 15 15 16 16 SUITABLE FOR SUB-SURFACE' SEWAGE: LEACHING FIELD LEACHING PITS V LEACHING TRENCHES ' UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS : NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST AP CATION ORIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT r N -100--EXISTING CONTOUR 42 PROPOSED CONTOUR ISMa = lOcxls x 100.98 EXISTING SPOT GRADE W EXISTING WATER SERVICE Ram U UNDERGROUND WIRES 08 ° TEST PIT �8 Dd'C L cr me BENCHMARK oLn P LEGEND p o o x N m p p O OC VC G J m c co 0 Qr = a xn U Q° LOCUS MAP NOT TO SCALE x 47.5 N 20'41'48" E 777 6) 200.00' 11 PARCEL' ID: 299-059 .002,,-' 52,456 S.F.t i R46.03 x 44.82 I 1 I 46.67 45.51 1 47.�6x :: _ ::\:..: .. . 45.15 1 ' Cb �2.32 lRRIt;A TION I 1 CONTROL BOX 48.14 f' :; '`P,4 RKIyyG t I I PROPOSED S.A.SI l 51.02 49.6E+ PORCH2-500 GALLON -a CHAMBERS W/4' I -4-B-- I OF STONE ` p 46.56 \ 45.29 \ I Cn 42.18 + \ STRIPOUT - 44.e ► :asso 1EXISTING BOUNDARY N. x 44.80 I +at6�3 06 HOUSE J�841 0 ��#sss �\ c (SEE NOTE 11) v m ) \ 36. - ^ 4.14 J T.O.F.=47.55t 1 \I .. 1 :4� � / 50.01 37.71 XL-C : �q 52 x 45.14 j 41.901 �I 37.22x �� R, F.- IN---�-- $ 1 - J C�` ai 00 I 3 .72 \� S1 _ I - - -- -- _ _ k�9aSH UBS a7 _ M N 7.7 '*2 1 ,. 45.53 VENT \ ze 45.8LLJI + - �x 4 0 TP-1 I +4).37 x 45.71 44.28 44. 00 BENCHMARK N I 1' a' o + I I OUTSIDE CORNER CL OF STOOP \ 1,71 o ��) I 1 i EL: 47.92 IRRIGATION L :� 43.91 HEAD 44.66 a 4��.�:o i•` x 44.31 �o�' �aa.l_s II EXISTING SEPTIC TANK x 7.60 I ",(::':•.:- of I �y�. I TOP OF TANK EL.=44.10 1/ .I :•6•'• 8• +44.46 v 41.85 dg / I I I INV(OUT) EL.=42.77t REDIRECT ROOF / +44.91 DRAIN LEADER i ! AWAY FROM S.A.S. i/ __ .. / / I EXISTING PIT 43.51 :. 44.28 / (TO BE PUMPED & // `. J + FILLED W/ SAND) SLEEVE SEWER FOR .' QT 44.13 �l � 464f�t�-t�; 10' EACH SIDE OF p :;.:•,�� g / WATER CROSSING Ile �43.39 8 x 51.16 i / 4 .49 I 1 �' x 54.9 CID 201.50' --=-50 49.5 I 42.97 \ -------48----------------4-8 \ U4-6 ____ ---- edge of P 41.99 LANE 41.92 BRAGGS OF Mgss9��G PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN MCENTEE 84 BRAGGS LANE, BARNSTABLE, MA CIVIL "' No. 35109 Prepared for: John & Sarah Dale, P.O. Box 135, Barnstable, MA 02630 °Pp� CISTE� `c``� OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. I E� DALE, SARAH C & JOHN S Engineering Works, Inc. 1"=30' P.T.M. 246-15 P.O. BOX 135 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. QI 7,311 J- BARNSTABLE, MA 02630 (508) 477-5313 10/23/15 P.T.M. 1 0f 2 C� NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL- 37.00 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & OUTLET AND SET TO 6' OF FINISH GRADE INSTALL RISER & COVER PROPOSED S.A.S. SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=47.55t SET TO 3' OF F.G. TO SERVE AS INSPECTION PORTS F.G. EL.=46.8t F.G. EL.-45.9t F.G. EL.=42.3t F.G. EL.=40.0 to 43.0t KK VENT TG478" UOUID L = 64' L = 13' 0 S=1% (MIN.) ® S=1% (MIN.) 2" LAYER OF 1/8" TO 1/2" 4"SCH40 PVC 4"SCH40 PVC DOUBLE WASHED STONE LLI B aaSaa (OR APPROVED FILTER FABRIC) 14"EXISTIN aaaaaaa -3/4" TO 1-1/2" DOUBLE PROPOSED 4' 4.8' 4' WASHED STONE LE INV.=40.07 D BOX INV.=39.90 EFFECTIVE WIDTH = 12.8' . ". . ... . . H-2o INV.=36.50 FLt EXISTING SEPTIC TANK NV.=42.77t (EXISTING-VERIFY) 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED TOP CONC. ELEV. =37.6t NOTES: BREAKOUT ELEV.=37.0 - 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=36.50 ease ease INVERTS, PRIOR TO INSTALLATION. eases eases ease eases 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=34.50 10 GRADE ON A MECHANICALLY COMPACTED SIX 4' 2 X 8.5'=17.0' 4' INCH CRUSHED STONE BASE, AS SPECIFIED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' IN 310 CMR 15.221(2). PERVIOUS MATERIAL 3 INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN.) ABOVE G.W. ) LEACHING SYSTEM SECTION 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM OF TP, EL.=26.7 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. (NO GROUNDWATER) SEPTIC SYSTEM PROFILE GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOG BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: OCTOBER 19, 2015 (REF#14,862) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE SOIL EVALUATOR: PETER McENTEE PE(SE#1542) LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: WITNESS: DAVID STANTON R.S. HEALTH AGENT -310 CMR 15.405(1)(b): ELEV. TP- DEPTH TP-2 1) A 3' variance to the 3' maximum cover requirement, for 6' of max. cover. S.A.S. shall be H-20 and vented. 38.1 A 0" 37 7 A 0" 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR SANDY LOAM SANDY LOAM TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 371 10YR 4/2 12" 36.7 10YR 4/2 12' _ - _ 4. ANY_CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING Y SAND D LOAM FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN LOAMY SAND LOAMY 'ENGINEER BEFORE CONSTRUCTION CONTINUES. 10YR 5/8 >50% BOULDERS >50% BOULDERS 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 35.1 36" 33.7 48" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF C1 C1 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF LOAMY SAND LOAMY SAND HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 2.5Y 6/4 2.5Y 6/4 7. 'WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. >50% BOULDERS >50% BOULDERS(UNSUITABLE) (UNSUITABLE) 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 33.1 60" 32.2 66" 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS C2 ® PERC C2 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE FINE SAND FINE SAND DIRECTED BY THE APPROVING AUTHORITIES. 2.5Y 6/6 2.5Y 6/6 10. IT SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 27.1 132" 26.7 132" CONSTRUCTION. NO GROUNDWATER ENCOUNTERED - REF. PERC P-1911, 4/26/83 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS "C2" SOILS ARE CONSISTENT WITH <2 MIN/INCH PERC RATE IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE NOTE: AT LOCATIONS OF TP-1 & TP-2, INSUFFICIENT AMOUNT INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. SUITABLE SOILS WERE ENCOUNTERED FOR S.A.S. SITING. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT FROM THE LOCAL MUNICIPALITY IN WHICH THE WORK IS BEING PERFORMED, PORCH DESIGN CRITERIA 74. ''J6 77Nc NUMBER OF BEDROOMS: 3 BEDROOMS 'I 12.8' HOUSE (#84) SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) -T T.O.F.=47.55t 73.0' 6p.3' � DESIGN PERCOLATION RATE: <2 MIN/IN g o IPROP.I Ik- •� DAILY FLOW: 330 GPD N�S.A.S.I a 1�. DESIGN FLOW: 330 GPD I i _ GARBAGE GRINDER: NO-not allowed with design 1 __ 73 5 LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 12.8' .74 GPD/SF S.A.S. LAYOUT EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES. $4 BRAGGS LANE, BARNSTABLE, MA I' SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: John & Sarah Dale, P.O. Box 135„ Barnstable, MA 02630 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:.............................................................. 471.2 S.F. Engineering Works, Inc. N.T.S. P.T.M. 246-15 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 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