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HomeMy WebLinkAbout0020 CHOPTEAGUE LANE - Health `sLS ` _ J 20 -Chopteague �O-Ylc A = 02£3 07? r7Ott r' — ` Marstons Mills t No. J ° Fee oo THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Disposal *pstrm ConstTUttion Permit Application for a Permit to Construct( ) Repair(4upgrade( ) Abandon( ) ❑Complete System 2fndiidual Components Location Address or Lot No. 2® C hop+eQ U Ln O .wr's Name,Address,and Tel No. Assessor's Map/Parcel � ® LLLto `7 21M,f1/1 1 `� i�Q h;;b e, A���� (dj3 Installer'sam Address,and Tel.No. De igner's Name,Address,and Tel.No L�v rr�Pr��c� �rl�s 4`r7�53 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) 3 3 a gpd Design flow provided gpd Plan Date S12(. 115 Number of sheets 2— Revision Date Title f pDnSe�D SQp+ ►L jj pQ r c c o . -Plan Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of lth. Sig Date ZCo Application Approved by Date ,? Application Disapproved by Date for the foll ng reasons Permit No. b t 3 — 33 0 Date Issued oZ ------------------------------------------------------------------------------------------ --------------------------------------- 7 U . No. G I �J � - � Fee THE COMMONWEA'L'T Entered in computer: H OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 21pplitation for Mispozal, *pstem ConstrUttion permit Application for a Permit to Construct( ) Repair(,1,-.)/1U1`pgrade( ) Abandon( ) ❑Complete System e1ndividual.Components Location Address or Lot No. 2® C hU e-C, _ L LO. Ow is Name,Address,and Tel.No. _ Assessor's Ma %Parcel Ni Ln Z� �/ P 3 Installer' ame Address,and Tel.No. D .No.e igner's Name,Address,and Tel, r � �sII1 `,til�r�5 SDI u s� fro 77-'S313 Type of Building: f 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) 3 0 gpd Design flow provided gpd Plan Date 12 fn I I-j Number of sheets Z Revision Date Title 7 l),�(J ✓D '� I( \i`� r,"'(1 ) j oCt r ri CL.0- n Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) F 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. ` Sign e' Iln i Date C I Application Approved by . 6w'( Date / Application Disapproved by, � • Date for the following reasons Permit No. (� — �. 0 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,,that the On-site Sewage Disposal system Constructed( ) Repaired(L,)o"_Upgraded( ) Abandoned( )by 1 I') F_X r n\10- f i �_)() at L(� has been constructed in accordance with the pro.-4 ions of Title 5 and the fo)Disposal System Construction Permit No,2U 6-330 dated ? ( 7 Installer r)� '(�I �� 1 L I'()\� Designer r {l�,A{I i i Pf'C I C1G /��L' 7y \, #bedrooms Approved desiign- w .33 Q � / r j/ gpd � \ The issuance of this permits all not be �6trued as a guarantee that the system w''1 roc i ft as designed. / !�'' �) Date / Inspectors" �l, f�r/ %s� �f � t l No. 6 I U Fee fa THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) 44 Upgrade( ) Abandon( ) System located at �, .ht ,,�'� (��I G ��p 4�. ( ;� /�� I C. 1 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. i �rovided:Construction must re completed within three years of the date of this permit` t Date (� f ?y! Approved by �{ - ec u,;J F�fI t,,j uv V?u v H s i I K,� �'n vu 1 ov d2 D G•S a r 4 � ,- 6- �°Sf � t J � I � r v Ct Q.d `r �- �u L, ,n)P P c-�7 rf., r Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6504 Date: I Sewage Permit#,20/3-330 Assessor's Map/Parcel Installer:&Designer Certification Form Designer: i n�,; n. .�, War 1i s, l.ne . Installer: Address: I W. C cb s,s lCA 2e#. Address: ILi✓ M A - a zb 4,q On �2� l3 &C Q z(o`1 was issued a permit to install a (date) (installer) septic system at 20 ��Z� C, 0 ,fZqa 4 dW based on a design drawn by r7�� o�(add ess f Atag, (U,,�� dated ZG 1 �. � �i !� t.3 (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. Stripout (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. Stripout (if required) was cted and the soils were found satisfactory. �,H OFA�gss �d PETER T. stalle Si a e Me'ENTEE CIVIL y . ,9 No.35109 (Designer's Signature) (Affix Design "`e) PLEASE RETURN TO BARNSTADLE.PUBLIC HEALTH DIVISION CERTD'ICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice formAdesignercertification form.doc TOWN OF BARNSTABLE LOCATION OV ehpa-}cQ9uc_ L/J SEWAGE# cQ 0/3-336 VILLAGE f�, �;))S ASSESSOR'S MAP.&PARCEL 2$-O"7 Z INSTALLER'S NAME&PHONE NO. _B+_Q EXC x�la-1 i o� ��7- oG.5 SEPTIC TANK CAPACITY /0 0 0 92 i LEACHING FACILITY.(type)Trcnc}.c.S C%:) (size) 2 X 3 x 3 Z NO.OF BEDROOMS .3 OWNER S Endo' ri c PERMIT DATE: Ze. A3 COMPLIANCE DATE: 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 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 Al- 17'6 " $1 - 3( ' AV 23 ' 132- y0 ' j A3' 50'6 ' REAR ` B3. 5ti ` A ay- ITGN O ' r D"'.+rtment of Environmental Management/Division of Water�p.sources WATER WELL COMPLETION REPO( WELL LOCATION Address City/Town S G.S.Quadrangle Map / Grid Location / Owner Daeeca 14n rhe /// Address }NELLUSE. CONSOLIDATED WELL Domestic�U�( Public ❑ Industrial❑ Type of Water-bearing Rock Other Water-bearing Zones 1) From To Method Drilled. O p/ 21 From To Date Drilled (n— 3) From To 4) From To CASING Depth to Bedrock Length,a�6_Diameter « Type Ma6iit UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials Feet below land surface '?.1_-- Sand: fioe-�f mediurrtdcoarse❑ Date measured �n�R� Gravel: fine❑ medium❑ coarse❑ Screen: GRAVEL PACK WELL Slot#. IO length�,�from . to Yes ❑ No. Split Screen(or 2nd screen) WATER QUALITY TESTS MADE Slot# length from to Chemical 000" Biological ❑ Depth To Bedrock PUMP TEST Drawdown _feet after pumping days 4 hours at 9 GPM. How measured Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or waterer)) Materials From To 0 (b I DRILL ff gsep-ppfint Firm 1 1 1IO han Wei, u 1' , Address X Qd CitIlk— Registration No. �. perat r s ignature m y CUSTOMER COPY 25M.10•85•807101 a' �+ c"vNo..t ��. ,v Il a �' O y �oz) itIk IA-��/" THE COMMONWEALTH OF MASSACHUSETTS lt,�p BOARD OF LTH .... ...... OF...��.'./ov�s ............ l . Appliration for Disposal nrkXorRjepair "trnrtiun rrnitt Application is hereby made for a Permit to Construct ( ) ( ) an Individual Sewage Disposal tem Sys -- --. ................... ...... -----------------------r- -..--------.......------ -.........-...... cat Add -ss or Lot No. ..... -• . .. ...... ....................._... ................................................---....•.......................................... Address .......... . . ................... ..rW4l••—------------....................•......._ .....-----...-•-......------........................... .....-• ...... Installer Address U Type of Building Size Lot. ..._..Sq. feet Dwelling—No. of Bedrooms.. ......................................Expansion Attic jr�q Garbage Grinder WO Other—T e of Building {. ............... No.No. of persons.......................... Showers a YP g ------ - ------ P -- ( -)--- Cafeteria ( ) Otherfix es ---------------------------------------------------------------------•-------------------.._.._•••-- Desi Flow.--...._._ ���• W Design .___•..........................gallons per person day. Total flow---------------.-----....._._.._...--_----dons. WSeptic Tank—Liquid capacity_l4 ?gallons Length_____ ... Width._.'_........ Diameter................ Depth.- -.-----•---- x Disposal Trench—No..................... Width.................... Total Length_____..___ ....... Total leaching area_..____.. ._ ----sq. ft. Seepage Pit No....0 Diameter....Z✓.... Depth below inlet_. ........ Total leaching area. - ---sq. ft. Z Other Distribution box ( ) Dosin Percolation Test Results Perform �Lfst....................... .............. Date..f --- :.. ....- �— Test Pit No. 1................minutes per in epth of Test Pit.....�2........ Depth to ground water_. ' r=, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ............•-••••-----•----•.....................................•-•---•--...._......•....-----------•----- - 0 Description of Soil......................................................................................................................................................................... x U ----------------------------------------------------------------------------------- .------------------ ------------------------ -------------------------------- --------- -•----------• ..... W 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 TITIE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has a sued b he board of health. Signe -- --------------------••------................---•----•--.......... . . _ .. Application Approved By------ -- ---•-- ------ ---- -------- .. C 1 F ate Application Disapproved for the f ollo ng reasons:-- • -----•--•----•----•-•-----•-•-._....••---•-••--•-•--••............•--••............ ................. ................•--•----------.......--•-•-•--...--•-------••---............---.........----•-------•-•--.---•----------•--........-••-•----•----...-•••----•••--•----.....-----•-•••----••••---••-.----- Date PermitNo...................................................--- Issued........................-.............................. Date -•- - - F, r No......................... FEs......................... _ THE COMMONWEALTH OF MASSACHUSETTS BOARD O9. 4 VALTH ......................O F...�QtAe., ... .......-----------.._................................. Appliratinn for Roposal Works ons rnrtion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System cat Addr ss or Lot No. • .Address r .. C..r..---•-- --•••-•-----••................ ............ ._........------•..... j Installer Address Pq Q Type of Building Size Lot. __ ` ......Sq. feet Dwelling—No. of Bedrooms... .._.`*n�._..... .. .....Expansion Attic W�2 Garbage Grinder Other—Type of Building 1tr-Y/,L No. of persons............................ Showers — Cafeteria Q' Other fix s --------------------------------------•-__......... ..---------------------------------------------------------••--•-••••-•---...•--•-----....... W Design Flow..........:s.........................gallons per person day. Total jail flow._.....�.33__. ......................gallons. WSeptic Tank—Liquid capacity./&trgallons Length•___,..Y... Width`:.":-�..... Diameter................ Depth..__.._.. x Disposal Trench—No. .................... Width.................... Total Length...:-__----- ....... Total leaching area........,----_----sq. ft. Seepage Pit No.._�«V& Diameter....Z1 2e..'.... Depth below inlet _..... .... ..... Total leaching area.. j...sq. ft. Z Other Distribution box ( ) Dosing ta Percolation Test Results Perfornf&, . .. =,__ __ a. ......................'A ................... Date...P _ ................. 04 Test Pit No. I......'.'<minutes per in epth of Test Pit._.._1::,2........ Depth to ground water.._ 114 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ----•••---•••••••••••••••••••••-•-•--••••••-••-•-----•..............................••••••-•••---•-•--•---..._...-----.......•-----...--•--•-•-••••-•-....... 0 Description of Soil........................................................................................................................................................................ x W U -----------•------•------- ------ -•___•-___---------------------------------------------------------------------------------- ----------------- -------------- _____------------------------------- 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 TIT11 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has a sued b he board of health. Signe ... ................................................................. ...� .... ate Application Approved BY-•••--------••--••---• •••••• :---•-•--• ;� ��" "T ... 4- .� ate Application Disapproved for the f ollo * g easons: --•--------------------------------------------•---•---••---•••-. •... .................. -----•-------------------------------•--...--•--•------------.._..--------...----•--------....-•-------..._..........._......-----•--------••----...------------------------••••-•-•-•••••••---•......••- Date PermitNo....................................................... Issued_...................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTI ` .......................OF. �. e" ' •StY• ...C.w�P!`1'.l3fL� .f...0 ...:........................................... T rtifiratr of Tnntplinnrr S IS �CfRTIY, T the Individual Sewage Disposal System constructed ( or Repaired ( ) 1011- = - ��3 � Installer at........ -•-...4� ............. , .. ........✓�°�,•l fA..--•---------------------•----------------•-----•------------------------------------------------------ hae been installed in accordance with tie pro jS-6ns of TITLE-;:- 5 of The State Sanitary Code at dyscribed in the application for Disposal Works Construction Permit No. -c__ " ...... dated------- ................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUAR EE THAT THE SYSTEM WILL IFNCTION. SATISFACTORY. DATE.------------/� .....�-------•--------------------•------...._.. Inspector------- ............................................................... s cam, g _ 7�;L THE COMMONWEALTH OF MASSACHUS DESIGNING ENGINEER MUST SUPERVISE it fALLATION AND CERTIFY.-IN WRITING BOARD OF HEA.L.T THE SYSTEM WAS INSTALLED IN STRICT ACCORDANCE TO PLA ... J1'. ?.........................OF.. �O N626:7.G?� FEE._��_.:e rn n _ � n rrnti� .. . .Permission is�ef'eby granted-- --•=•-• `''a--•-- -- ...................................•-----._.._......................... to Construct (� air �) a �u Sewage Di al System at No.........•-..+e--- --•-->���..: ...--- - >, Street as shown on the application for Disposal rks Construction Permit 1� !6!a-__._ Dated.............. .___._...... B fUalth DATE................................................................................ FORM 1255 A. M. SULKIN, INC., BOSTON T # . /-or 3 9 k j az ' G �8 SC7 � y i01 _ w�* i �•i �� � 40� o { zS z 1 te-hNT '1) 4 0 h O \ O � 3 a Ea Rooms N ST' • off. ��� - 1 So � .o • 725 o I \� NAL ,Q v 0 UPPERCAPE ENGINEERI 14 P.O. BOX 616 wEA��N F �y o E.- SANDWICH, MA 02527 362-6281 I_ TOP OF FOUNDATION CONCRETE COVER .,` ' CONCRETE COVERS 4"CAST IRON I "MAX. � T �L - C OR SCHEDULE 40 12"MAX. P.V.C. PIPE 4��SCHEDULE 40 P.V.C.(ONLY) ' PITCH I/4"PER.FT. PIPE- MIN. ' LEACH' o.� PITCH I/4"PER.FT. PIT.. r T o' INVERT /a ��" ` aNG yo � EL yyX°•••• `-INVERT INVERT % . SEPTIC TANK ��� DIST. gg w V.INVERT EL.Y....y .. BOX ELYJ�:... ' : >. ...... GAL. �►-'d' EL.YYXS INVERT1EL/.IPI INVERT W W I/;ELYZ/v �RD D I A�d PROFILE OF 4/6 GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE SAIL LOG WITNESSED BY DATE . ��/1fG..... TIME.-. ... •UPPERAPE-ENGINE'ERtNGOARD of HEALTH I TEST HOLE I 'TEST HOLE 2 P.O; B0X,C>.6. , , , , ENGINEER ELFV...`�yX . . , . ELEV.YfX�. ,,.. ••E:•SANDWICH, MA 02537 role DESIGN DATA : _L C�/� NUMBER OF BEDROOMS . .. . ., . . . TOTAL. ESTIMATED FLOW . �.�.Q • , ; GALLONS/,DAY BOTTOM LEACHING AREA ��3 . , . SQ.FT./PIT SIDE LEACHING AREA . . .����. . . . . SOFT/ PIT GARBAGE DISPOSAL . . .'�.': ..(50% AREA INCREASE) TOTAL LEACHING AREA . a:G . . : . . SQ.FT . ^/'� �Lo �✓0 �, PERCOLATION RATE �C �s . . . . . MIN/INCH �/.� . LEACHING AREA PER.PERCOLATI`ON RATE SQ.FT. .... .WATER ENCOUNTERED NUMBER OF LEACHING PITS . .Oyer { APPROVED . .. . . . . . . . . . . BOARD OF HEALTH • 2.: . �/Y C;3,G _ �/3 ,�F ! �' ,//3 ,47T0v. DATE. • ° •AGENT'OR INSPECTORlee RE/1n vE /ri�EP Maus py TEF/-,9 p�1H OF M4,r Fo.e /O i�/ v /�Tr' 4 f S J. JACOBI n,' 14/ PETITIONERJ; ' • ' �, gNATas�;`�' . 1ti.0,/ 't DeparG"# of RegWatory Services Publ�e Heath Division .Pate tbJq. 200`Main Street,Hyannis MA 02601 'Mlg a bat:00edi led Time Fee Pd: c a: �� Soil Su tab iity Assessment for Se e D , h Perrom.ed By: few y: vaC LOCATION& GENERALINF4RNIATIO+,. Location Address Owner's Narrie' Rwrl CC � -e Cam. Add�s� 3 `L� t�ac,.� \.e �+�•.O'Zia Assessor's Map/parcel: Z 0 +0 7 - R I Lf Engineer's Name NEW CONSTRUCTION REPAIR �—. Telephone# Q —'7 Tj?-L� Land Use 1 �,V\r,4 0- I Slopes(%) 1 - 2 Surface Stones Distances from: Open Water Body ft Possible Wet Area LS ft Drinking Water Weq ft _ Drainage Way ISZ6 ft Property Une. to,k—j—ft .:Other ft SKE!TC,H:.(Smeet name,dimensions of lot-c)(act'locations.of tesFholes&perc tests,lobate wetlands-?Tuproximity Wholes) see d � Parent material(geologic) D f t►s cxS _" Depth to Bed►ock. Depth 4o Groundwater. Standing Water in Hole: 1 "� Weeping from Pit:Race /y 1 gn4 Eshmated'Seasonal.High Groundwater 7 DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used:. Depth Observed standing in obs.hole: in. Depth to sgllanOttha, inc . Depth to weeping.from side of obs.hole: In. Groundwater.Aejustment $: Index.Weli.# Reading Date: index Weil level�.� �.. Adj:factor AEIj:'droufldwaterlcevel„� PERCOLATION TEST bate,.."..,,I Observation Hole# Time at 9" Depth of Pere C 2 N1;'i /i A Time at 6" Start Pre-soak Time @ � < Time(9"-609) _ > End Pre-soak Rate MinJIncfi Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP•OBSERVATION HOLE'LOG Hole# Depth"from Soil Horizon Soil Texture. Soll`Color: Soil Atl►er Surface(in.) (USDA). (Munsell) Motd.ing (Structure,Stones,Boulders: lA S ;2 his ` � 4 -�- S rz. DEEP OBSERVA�'TON HOLE"`)✓OG ^Hole# `Z :v Depth Aloof Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders' . Consistency. ley°2_.5 57 I DEEP OBSERVAZ'IONHOLE LOG Hole# Deptt'from Soil Horizon SoilTexture Soil.Color: Soil Other Surface(ia.) (USDA) (Munsell) Mottling `(Structure,Stones;Boulders. Consi e ,e DEEP OBSERVATION HOLE LOG Hole# Depth from' Soil FlorizonL Soil Texture Soil:.Color 5oi1 Other Surfacea:j (USDA) (Munsell) Mottling (Structure, on Boulders. ConsislondAl Flood.Int;t>kranee Ri te` -an:. Above300 ear'flood'boundary No. Yes"`-- _ Y:, Within.S00 year boundary No Yes`:....' Within tooyyear flood boundary No Yes Derr h of Naturally rin�Pervious'Material Does'ataeakt four feet of naturally occurring pervious crtatet"ial exist-in all areas obser!ed througiaut the:. area.proposed for the.,soil absorption systern? �S _— If.not,.what:is the depth of naturahy occurring pervious materlat? •L , Ce__�_i<tifieatt°n I certify than-©n (date)I:have passed the;soil evaluator,examtnatton approved byjthe De artment of Environ ental Protection and that the above analysis was performed by me consistent with .{ the equued tra g;expertise arid.experience described ii5 31U CMR 150`17: Signature Date41YI l Q%SEPTICIEBRCFORM.DOC TOP OF FOUNDATION •,' ' CONCRETE COVER CONCRETE COVERS 4"CAST IRON 12"MAX. art - 5 USG ,'. OR SCHEDULE 40 12'MAX. P.V,C, PIPE: 4 .SCHEDULE 40 P,V.C.(ONLY} PITCH i/4"RER.FT PIPE- MIN. LEACH e.� PITCH,I/4"PER.FT. PIT.. PRECAST �' INVERT /o, ire' a LEACHING '•� EL S!yXo,, INVERT INVERT PIT OR �'• SEPTIC TANK DIST w •e INVERT. EL. ��� .. BOX ELYJc�:B� EQUIV. EL.YT.K •gym...... GAL. INVERT ELX��oy INVERT �w w ;!! 3/4"TO I I/,' EL U. � WASHED /o p • f(- STON X ' t DIA ---� PROFI LE OF A16 GROUND WATER TABLE SEWAGE . DISPOSAL SYSTEM NO SCALE S I L LOG WITNESSED BY : DATE . �° G..... TIME. .. .. :»RFERCP -ENG}NEfRfNaoARD of HEAL TH TEST HOLE I TEST HOLE .2 P.Q BQX.��6, , ,. , , ENG1N EER EL-E•V.. `��X�, , , , ELEV.Y�X r. . .. . E SANDWICH, MA 0253 7 �-� rov :�o� o-i TOP`to , _ . . . . . . .3G2Le�2$1. . . . . . . DESIGN DATA NUMBER OF BEDROOMS _ TOTAL_ ESTIMATED FLOW ,_�, ,Q ; GALLONS/,DAY BOTTOM LEACHING AREA ��3 , SQ.FT. /PIT SIDE LEACHING AREA ,_SO,FT./ PIT GARBAGE DISPOSAL . . '. ..(W% AREA INCREASE) TOTAL LEACHING AREA SQ.FT . -iS /�N� '✓/� yJ PERCOLATION RATE 2— . . . 'MIN/INCH 'ROVELEACHING AREA PER.PERCOtATI'ON RATE .. .. .•. SQ.FT. WATER. ENCOUNTERED NUMBER OF LEACHING PITS . .OfZ--AD . .. . . . . . . . . BOARD OF HEALTH •Z'Z'�Z' .��/Y C;3,��,_ �/.3 4SF `! = ,�/3 ,/4TlOdj GATE '} AGENT--'OR INSPECTOR REC1n vE 141,-W vioos 17A7;_4_,P/f![ ► x OF AQ f f /d �' ry J. JACOB I G� ,/•�j�cE'Y, .,h'ar/ems . . . . . : . . . � �. 814 ,/m. jn/ <� e STE�` �;`• t PETITIONERJ; . .�. . . . . . . • �� �gNATAR��?`C\ P fi'�T Ad . . . .u� ,� _. R Q 2 DESIGNING ENGINEER,MUST SUPERVISE v 7v ' THE COMMONWEALTH OF MASSACF(USE1�S l r,• 5Rn�+ � r k: �iALCttTIQf ANp=Otht-1P= ,ti 11RiTIf�f'r I BOARD OF HE T THE SYSTEM WAS INSTALLED IN STRICT 0 CE TO RDAN - PLAN/ trurlmn iv� Dak z. m M1� r -..m,,,ov.._•_vim,.._,.__•_ __r' d.-Tk���.�.®.....,......._��..�..... TOWN OF BARNSTABLE LOCATION CV 0 0Q-f;;"VG LIJ SEWAGE# C� VILLAGE tn. M;))S ASSESSOR'S MAP.&PARCEL 2$- INSTALLER'S NAME&PHONE NO. B+R EX CsxVc0.-1 i o> y r)']- 06S3 SEPTIC TANK CAPACITY _/0 0 0 g g I LEACHING FACILITY:(type)Ti'cnc}.cS (size) 2 x 3 x 3 Z- NO.OF BEDROOMS 3 OWNER 7T.B.5 En4cs- ri Sc PERMIT DATE: COMPLIANCE DATE: .. Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Welland Leaching Facility(If any wells exist ori` 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 /A-5 I A► Y . AZ- 23 ' l3z- ya , A3- 50 REAR 03. 5,4I ' A Ay ' 11*6 -B4 • Co 2' A$SESSCR'S MAP NO.2-0 L0C-ATION � SEWAGE - PERMIT NO. \�� � VILLAGE 'j I N S T A LLER'S NAME i ADDRESS B U I L D E R OR OWNER . DATE PERMIT ISSUED DATE COMPLIANCE ISSUED �. �� //�l � �b \(� F Vl. i l � �a I S1 �„ � 3`1�6" �1� � � k� we�i tf --150-- EXISTING CONTOUR N x 100.98 EXISTING SPOT GRADE W EXISTING WATER SERVICE Wakeby Rood —6-H.{AF— OVERHEAD WIRES v 0 9� TEST PIT LOCUS a: 0 QG BENCHMARK v E o WELL LEGEND o°� C 3 b = a ch�ppit? Z Q 9Sto �e CH O TEAGUE LANE LOCUS MAP PK SET NOT TO SCALE 91.78 92,15 91.83 • _ edge of pavement 92.79 �� 92.58 f�46-44'25" E--------- �2: 6#93.75 x 93,91 / x 93,85 _ 94.21 94.50 0* i �:..':.:... cr , / .... x .53 x 94:59 x 4.44 Q% !. 1 /EXISTING / HOUSE (#20, a a #26) / r.. T.O.F.=95.63t 3:9494.33 / ....:; �M 94.02 -Af- 94.44 94.14 x 94.08 x 94.35 / E K EXISTING SEPTIC TANK + . 93:86 x 94,23 944 4 TOP OF TANK, EL.92.43± INV.(OUT)=91.10±(VERIFY) + `_q4 � eke' 93.56 z Z TP.-1 ® 3.93 e 93:93�\ N 1� 93.50 o TP' edg• \ I t.•93.44 cwn o o-C U U' 93.09 + 93.09 SHED ' DOG PEN 92: 9 -}- E--<-j 32' VENT PROPOSED S.A.S. 2-2'x3'x32' TRENCHES LOT 26 M 8,LU 28-072 EXISTING S.A.S. 1 , �\ TO BE PUMPED, FILLED WITH �� � \20,000 SF SAND AND ABANDONED. 125.00' N 46'44'25" E BENCHMARK SET OUTSIDE COR./BULKHEAD EL.=94.96 (ASSUMED) M4ss9C�G o PETER T. M C VILLE N PLAN REVISION YJ2l It`3 PROPOSED SEPTIC SYSTEM UPGRADE PLAN No. 35' 9 HOUSE NUMBERING 20(a/k/a/ #26) CHOPTEAGUE LANE, MARSTONS MILLS, MA £PSIER� OWNER OF RECORD Prepared for: B & B Excavation, 14 Teaberry Lane, Forestdale, MA 02644 HARRIS, PATRICAI TR & Engineering by: SCALE DRAWN JOB. NO. SEDAR, JONATHAN H Engineering Works, Inc. 1"=20' P.T.M. 194-13 1340 MAIN STREET 12 West Crossfield Road, Forestdale, MA 02644 DATE . CHECKED SHEET NO. ° OSTERVILLE, MA 02635 (508) 477-5313 8/26/13 P.T.M. 1 of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:=88.16 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL WATERTIGHT RISER & INSTALL INSPECTION PORT SET TO 3" OF FINISH T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE GRADE & PLACE REBAR AGAINST CAP FOR LOCATING EXISTING F.G. EL.=93.3t VENT F.G. EL.93.9t F.G. EL.=93.0t REBAR MAINTAIN 2% GRADE MIN. OVER S.A.S. ,n f L = 25' TWO 2'x3'x32' LEACHING TREHCHES WITH ® S=1% (MIN.) ® S=1% (MIN.) SCH 40 PERF. PVC DISTRIBUTION LINES 4"SCH40 PVC 4"SCH40 PVC 6" io"I s 14" - 2' EFF. EXISTING 4W LIQUID DEPTH LEVEL ADD SLOPE OF PERF. PIPE = 0.5% GAS BAFFLE INV.=87.97 PROPOSED INV.=87.80 INV.=91.104- D-BOX 32' EFFECTIVE LENGTH EXISTING 3 OUTLETS (MIN.) INV.=87.66 INV. EL.=87.50(END) EXISTING SEPTIC TANK SOIL ABSORPTION SYSTEM (PROFILE) Kts. MAINTAIN 2% GRADE (MIN.) OVER S.A.S. NOTES: 2- LAYER OF " 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE STONE (OR APPROVED FILTERLF WASHED FABRIC) INVERTS, PRIOR TO INSTALLATION. 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BREAKOUT ELEV.=88.16 ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 2' STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM ELEV.=85.50 TWICE EFFECTIVE WIDTH 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 3' 6' 3' AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5 MIN. ABOVE BOTTOM OF 12' T.P. EXCAVATION OR G.W. TWO 2'x3'x32' LEACHING TRENCHES BOTT. TP-2, EL: 81.3-1- SOIL ABSORPTION SYSTEM (SECTION) EST. DEPTH TO G.W. LOWER THAN EL.=80.5 KTS 3/4"-1 1/2" DOUBLE (VERIFY 5' BELOW BOTT. S.A.S. DURING INSTALLATION) WASHED STONE SEPTIC SYSTEM PROFILE GENERAL NOTES: �►(�F ��� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. CK 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS - OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): _ - --l)A 3' variance to- the 3'-mdzimUm'cover-requirement, for up to 6' max. cover. S.A.S. shall be H-20 and vented. 9• vj� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. -------------- 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ------ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF L----------------� HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY BY TOWN WATER SERVICE. -- _--_--------� 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. ----------- M 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS S.A.S. LAYOUT 32'-� AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE VENT DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SOIL LOG THE LOCATON OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. DATE: AUGUST 15, 2013 (REF. P#14,104) 11: WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS SOIL EVALUATOR: PETER McENTEE PE IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND WITNESS: DONNA MIORANDI R.S.HEALTH AGENT REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE ELEV. TP-1 DEPTH ELEv. TP-2 DEPTH INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL. 93.5 A O 93.3 A 0" 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND SANDY LOAM SANDY LOAM IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 10YR 4/2 10YR 4/2 92.8 B 8" 92.5 B 10" SANDY LOAM SANDY LOAM 91.0 I OYR 5 8 30" 91.3 10YR 5/8 36" DESIGN CRITERIA C' C' SILT LOAM SILT LOAM NUMBER OF BEDROOMS: 3 BEDROOMS 5Y 5/3 5Y 5/3 SOIL TEXTURAL CLASS: CLASS 1 88.0 C2 66" 88.0 C2 64" DESIGN PERCOLATION RATE: <2 MIN./INCH DAILY FLOW: 330 G.P.D. M-C SAND M-C SAND DESIGN FLOW: 330 G.P.D. 2.5Y 6/4 2.5Y 6/4 GARBAGE GRINDER: NO EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 81.5 144" 81.3 144" PERC RATE 2 MIN/IN. IN SAND (PERC ON FILE, P#5831) PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLET (MIN.) (sand to depth of 15', P#5831 w/ no G.W.) LEACHING AREA REQUIRED: (330) = 445.9 S.F. NO GROUNDWATER ENCOUNTERED .74 PROPOSED SEPTIC SYSTEM UPGRADE PLAN INSTALL TWO 2' x 3' x 32' LEACHING TREHCHES WITH STONE AND SCHEDULE 40 PERFORATED PVC DISTRIBUTION LINES 20(a/k/a/ #26) CHOPTEAGUE LANE, MARSTONS MILLS, MA SIDEWALL: 2 TRENCHES x 2 SIDES/TRENCH x 2' x 32' = 256.0 SF Prepared for: B & B Excavation, 14 Teaberry Lane, Forestdale, MA 02644 BOTTOM AREA: 2 TRENCHES x 3' x 32........................... = 192.0 SF Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:..............................................................................448.0 SF Engineering Works, Inc. N.T.S. P.T.M. 194-13 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.. DESIGN FLOW PROVIDED: 0.74 GPD/SF(448.0 SF) = 331.5 G.P.D. (508) 477-5313 8/26/13 P.T.M. 2 Of 2 iE ,