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HomeMy WebLinkAbout0056 RENOIR DRIVE - Health 56. RENOIR DRIVE Osterville I = 146 — 121 vq o h n No. G� Fee 4`oy ao THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0(ppYication for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair QO Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. e h c I r �✓i ^'t ..Owner's Name Address,�d Tel.No. T), d+� �.�,n 3 e esvt . Assessor's Map/Parcel 05'1.ertvj j/y, � j Installer's Name,Address,and Tel. o. w2 �� Designer's Name,Address,and Tel.No G ' S�'7 3 /5//15 ✓J c���' ;9 3 /�h 7 7,Pj Type of Building: Dwelling No.of Bedrooms Lot Size ��n `7 sq.ft. Garbage Grinder Other Type of Building No.of Pe sons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) _� g Design flow pr i d y gpd Plan Date 162 �' �� Number of sheets Revision Date Title Ale Al -5 (d�-f-t� C�°lam/av r�1 +� X 5 � �d✓S�� Size of Septic Tank /3�A`� Type of S.A.S. ,GSA G!+/ may✓`' a2 �� jZ. t�^� Description of Soil <!:5-e—a— L— to Nature of Repairs or Alterations(Answer when applicable) �' i✓�/J ri pA.c� l 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 Heath. ` P Signed Date Application Approved by L� Date Z /v / Application Disapproved by, Date for the following reasons Permit No. 7-0 J S- qVC* Date Issued L� Y Zvi • • _.,�'. - . - '•,, .. - ,. y-.r-. ti. ,.�,y►.+•b ...orr`"'M .rtt. .. w. .. '",c': ..,a"' „. .--�+c:a„� .x-+„.., " - `* No- ,1/1 O f '� � N R Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:—e Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for NspoSal 6pstem Construction Ver.mit Application for a Permit to Construct( ) Repair lo Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.�' p yt G/ i" &1'` 4 Owner's Name,Address,and Tel.No. ; �`atih 13•P Assessor's Map/Parcel G`� f //d fri � - 12.1 *' S Installer's Name,Address,and Tel.No. S�:e .3(a2 Cori Designer's Name,Address,and Tel.No. S l�//1 S 1���rS +�"'CnS j �2 3 /�5h/�'-��J✓-�t'� p.*"+/�.S`:�cr�-v-�� �n C ��s3�-��'. M) ��j C h r 1 Type of Building: - Dwelling No.of Bedrooms Lot Size ✓.. �•'':�-7 sq.ft. Garbage Grinder( OIq Other Type of Building s a No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Design flow proUid d .3 gpd P Q Ian Date ��' i/ 7 PS Number of sheets Revision Date Title �)/�1'®�.cl 5�a'�^ L. YN A v Pam' a ,;vs M d Size of Septic Tank Type of S.A.S. .s'- /I // *� �_ rah Description of Soil Sot 00 Nature of Repairs.or Alterations(Answer when applicable) .J� ' A o- - 2 w+ Date last inspected: Agreement: 'i 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 Heath.k IF �7 Si efl 1 t t. o t:..�. Date Application Approved by _ """ `` Date /J ?. +/ Application Disapproved,by Date for the following reasons .r Permit No. 2'6 t j3- N VO Date Issued I t Q f Zvt • �"'°"`� "' ' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate Of Compliance F s THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed'( ) Repaired( ,) Upgraded( ) , ., 4 �' �` Arbaridoned( )by f/1��, &o 7?-r;3 Cc v)� J •'" F — ( at, I; /1?/ has been'constructed in accordance ad, r. with the.provisions of Title 5 and the or Disposal System Construction Permit No. dated'#" ' q!.V t 1d ��I S �-I " Installer /� ' bv1�e� f,CGn�} Designer #bedrooms Approved design .qw-- •,S tZ__� gpd The issuance of this permits all 7nabe construed as a'guarantee that the systemwil XLn5asj-qsqnedDate / ¢ Inspect8� _ tU, No. T _ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS ' Misposat 6pstem .DnstrUction permit Permission Aleby granted to Construct( ) Repair( 7. Upgrade( ) Abandon( ) _. System locat'At S-r. /Z Pao,r lk,d`*, 05,4r J-'/, !Jp, 4,hq E't. d 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 pe Date �� M Approved by ` ® vn sta of�an ➢e r Regaa�at�a� S'ervaces Richard V Scab;Interim Director nnRrsrnsr�, :_: 4 Dig,g Pulbhc Iealth`IDrvxsaon: Thomas 1VIcI z"k4 Director; - :zoo l�a��street,Hya>anzs,l oz6o1 Qffice_ 508 862-4b44: Fax 508 790-6304' .Installer.&]DesAguer"Cerf�cataon Form Date " %/` ` Sewage Permit# L Assessor's 1VlapllParcel !x�' r 1 : 'J Desi&er `i' �� Anstaller; C l.ls. l�j✓�7�o/'S C�r%�f . Address C� 3 t /. Aaaress Al On 1 a- / / 5 15rcof-Qo-JY-/t--was issued a:pel f-to install a (date}' installer) septic"systern.at ! ��s` u3111 'ased i�n a design drawn by :(address) .� o � g dated: I certify that the septic system zferenced above was installed substantially according.to the designJ.,which may include minor approved changes such as lateral zelocatior of the : distribution box andlor 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 mayor changes (i e; greater=:than i0 lateral relocation of the SAS or any vertical relocation of any component. of the'septtc system):but in accordance with State&L;ocal Regulations PIan reuszon or certified as built by ciesigriei to follow., Stnp out(if required):was uspected and the soils were found satisfactory: x I certify that the system referenced above was constructediu �c ce umh the terrris of the.I1A approval,letters.(if apglzcable) �y VIts (I: ller's Signature} . .� esigner s ilia e)' {Affix Designer's S p Iere) PLEASE,RE7["UR1V TO,.B'ARNSTABLE PUBLIC:HEAL` 'H DIVISioN., .CERTIFICATE OF..COWLIANCE- RrILL"NOT..BE ISSUED`UNTIL BOTH THIS FORM._AND AS'= 'BUILT:CARD=ARE RECENED BY THE BA:RNSTABLE PUBLIC-E[EAI:TH DIVISION THANJK YOU Q\SeptaclDesier CemficatYon Form Rev 8=:1413 doc; I . x TOWN OF BARNSTABLE C LOCATION S(O R-ehal , SEWAGE# 0 y 400 VILLAGE j}Pi�(/j/7� / ASSESSOR'S MAP&PARCEL / INSTALLER'S NAME&PHONE NO. ffl I� (3,,r'P"r� SEPTIC TANK CAPACITY J_�W gun 5, LEACHING FACILITY:(type) -�Cr &-V (l.(s (size) 5 1 NO.OF BEDROOMS : OWNER �2�C/�U CST PERMIT DATE: 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 bj A, \ 1" \ � t 11 I - Town-.Of Barnstable --,---., Department of Regulatory ServicesBAWMAJUX . ` Public Health Division - Date 200 Main Street,Hyannis MA 02601 [] Qom• 1. F '.i. Date Scheduled 1 1 I ® - Time Fee Pd. $100.'00 ' Soil Suitability Assessment f r S ge Disposals=; - , { �� 4l�Gzt+t:l.rk.. :*Y 941WitnessedBy: Performed By: A.J - - . LOCATION,8z GENERAL INFORMATION,{, . ,. 4 _- >, Location Address Owner's Name Est of Margaret Norton "56•Renoir Drive, , f , Osterville 56 Renoir Dr. Osterville Address _ - -- _— --- _ - —_ - -Robin W.Wilcox _ Assessor'sMap/Parcel: 146/121 Engineer's Name Sweetser Engineering NEW CONSTRUCTION REPAIR X Telephone#; 508-385-6900 - Land Used Slopes(%) G/ d Surface Stones Distances from: Open Water Body `— ft Possible Wet Area Drinking'Water Well ft _ Drainage Way Nd ft Property Line 70 8 Other «- ft � SKETCH:(Street name,dimensions of lot,exact lo`citions of test holes&pert tests;locate wetlands in proximity to holes), Y w r f V Via- 1 • o w Q � p Of�w ' ( Depth to Bedrock Parent material(geologic) p Depth to Groundwater. Standing Water in Hole: _ Weeping from Pit Face Estimated Seasonal High Groundwater ' DETERNR'NATION FOR SEASONAL HIGH WATER TABLE f Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: _ in. Depth to weeping.from side of obs.hole: in. r Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj,factor Adj.Groundwater Level_ F _ . _ ._ __ � -a i; Fr ;, • � ,PERCOLATION TEST a' _ . Date- rme Observation Hole# . Time at 9" r Depth of Pe Time at 6" , re• -..- , Start Pre-soak Time® „. z ;Time(9"-6 t End Pre-soak Rate Min.)Inch F Site Suitability Assessment Site Passed 'i Site Failed: t. Additional Testing Needed(Y ) ' F Original: Public Health Division L -, Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you most first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTIC\PERCFORM.DOC i Depth from Soil Horizaa -Soil Textuie Sorl Golor Soil Other Surface(in) (iJSDA) (Mansell) Molding (Stntcture,Stones,Boulders Consistency_%GraveD o s� No SZ-6 3 A- LS l�rRs�_ Alf 2 .sy 4 a 3nEEP�ossERvox H© E Lod Hb�e Depth from Soil Honzon Soil Texture Soil Color Soil '` ' Other Sin; :: ,. - s (USDA),, (Man eu) Mottling .(Stiuctures$tones,Boarders © ` /L C� (V3_Z L P iI�EEP OBSERVATION HOLE LOG � „, �Hote_#� �y. �� Y Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) EEP OBSERVATION HOLE LOG Hole# _. . _ _ Depth from Soil Horizon Soil Texture Soil Color Soil _., Other Surface(in) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Ro6d lfnSnrance Iwaft M9D p •;, v Above 560 year flood boundary No'_ Yes Within 500 year boundary No ✓ Yes within l00 year flood boundary No Yes ' Det3ttr'of NataraUv Occarrine PerviionS Materiat Does at least four feet of naturally occurring pervious material exist to all areas observed throughout the Umproposddhilthe.Soil absorption system? If not,what is thePm of natuially occurring pervious material? _ Certification _ .... I certify that on (date)I have passed the soil evaluator examination approved by-:the _a. Department of Environlri Pro on and that the above alysis was performed by iris consistent with the required-tranun , e rie ce descri 0 CMR 15..017. Signature Date 1SSP7ZCIDSRCFORM.DOC .:'. r L 0 C A T ON SEWAGE. PERMIT NO. t,vtt��t \ L4 *1 Z3 R 3 1 VILLAGE ag�e� v ; l► P INSTA LLER'`� , NAME A ADDRESS �. Vf B U I L D E R OR OWN ER ,4 \� OATE PERMIT ISSUED '`L ® DAT E COMPLIANCE ISSUED l �il "l z _ r ^ 114, onol � -.4 � -, � �, •1� yr N -Mu 46 b !�� „• ��°,£ as THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................OF............. ............................ Appliratiun for Biupuual Workii Tuntrnrtiun ramit Application is hereby made for a Permit to Construct Xor Repair ( ) an Individual Sewage Disposal System a : ....•........Lo l .... l: �=. .........1 � 1k- �........................••---��. ---- ....--.•----...- • --- (' ......... Location-Address or LotNo. ' -------------•- ....... �. ...... .-- C........................................ Owner Address a ......................... .---..PA".sr dll............... .................. �d t ........ Installer Address dType of Building Size Lot...... $.�---Sq. feet U Dwelling—No. of Bedrooms.......�j,?.............................Expansion Attic.(AV Garba�Grinder (� aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ............................... . . W Design Flow......... ......................gallons per person per day. Total daily flow..........$_F.•a.....................gallons. WSeptic Tank—Liquid capacityf60.w.gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching-area, ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. L.. . ...j�minutes per inch Depth of Test Pit......./.jam.. Depth to ground water......IS AI _. (i Test Pit No. 2 .'minutes per inch Depth of Test a ' P�it.-------••--------.-. Depth �to ground water........................ •------•-••----------- ............................... .._.z 4.............................................. x ...........................•--•--•-- 0 Description of Soil....................... v^•. U ........................................................................V f 11-111111*-"","","I'l""I"*--",-,I---1*---------- 41 W --------------------------------------------------------------------------=- -�-t - VNature 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 iITI U 5 of the State Sanitary Code The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health.\ efollowing d......••.......... s„e-Lam..... • ------------- .. Dat Application Approved •••••••••••----•-----••........•-•-••....................•-..•..... •..•..Application Disapproveeasons-................................................................................................................. ................••-.........-•-••----••-•••--•••••••-••--•---...----•-•---....•••-•-.._...._....•--------I-•-•-••••-----•••--••••••--•••--•••-......-••••-•-•---•---•••••-•-......--•--••.........-•----. Date PermitNo......................................................... Issued_....................................................... Date i - - "No...?. ,��!/'.� Fps.�..�................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................OF............. !4l1�. �1.A..k�I`e. Appliration for Uhipasal Work.6 Tonitrnriion ranfit Application is hereby made for a Permit to Construct Xor Repair ( ) an Individual Sewage Disposal System at: 0 2:7 / .............4.- �..............................' .....�` 0..!=4. i------------------------.-.----•--•-•--- --- ................... Location-Address ? or Lot No. ^� ° / u i o.----- ........................................ �. Owner Address..... a � .s. ._ / ..d ............:..... .... Installer Address Q Type of Building Size Lot..... ` . ...Sq. feet U Dwelling—No. of Bedrooms....................................Expansion Attic (/ { Garba je Grinder aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures .-----...--•-----••------------- . W Design Flow.......... ......................gallons per person per day. Total daily flow.......... �r'_..0...................gallons. WSeptic Tank—Liquid capacity.lGvttgallons Length.....:.......... Width................ Diameter................ Depth................ 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 ( ) aPercolation Test Results Performed bY.......................................................................... Date........................................ Test Pit No. 1...1 °S,:r minutes per inch Depth of Test Pit....... __ Depth to ground water...... Test Pit No. 2.._.. 4':minutes per inch Depth of Test Pit.................... Depth to ground 'water........................ r—G V O Description of Soil 'S � �~ --•------1-_--. 1............................................ ti.. x -----•-•---•-------------------------------------•------•---••-•------------- ....5 �1 2 t� W ---------------- ............................................................. X.................. ------------_. (e.----...._..------------------.........------------........... U Nature of Repairs or Alterations—Answer-when applicable............................................................................................... ----------------•---------•---------------------------------...... Y---•.--E.........`.............................................................................................................. Agreement: The undersigned agrees to ii all the aforedescribed Individual Sewage Disposal System in accordance with the provisions of 1I.IE 5 of, State Sanitary Code— The undersigned further agrees not to place the system in yn � a = operation until a Certificate of Compliance has been issued by the board offhhealth.` gned............... t,.e-..+ -....I `..............--- -- ApplicationApproved BY..... .......................................................................................... ................ .. Date Application Disapprove or e following reasons:. ................... ....................••-........-------••-------•----......----...........-•-----------•--.......--•-.. .................-•-•-•---••--------•••----•------------- -•----.....- .....-•--•-- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH G2,,...... r f"C_. C9rdif irtt#.r of Tontpliattrr THIS IS TO CERTIFY, That tt�e Individual Sewage Disposal System constructed ( ) or Repaired ( ) -f (//1r C Installer `(� r----' at..................................... ..SZ� ...... 3...----....--•/ f -0.�------------ -----------•-•--•--•b--•� --- a has been installed in accordance with the provisions of TT�F 5 of he State Sanitary Code described in the application for Dispos 1 Works Construction Permit No " ! ............. dated-.� ` THE ISS E OF THIS CERTIFICATE SHALL NOT BE CONST AS A GUARANTEE THAT THE SYSTEM W TION SATISFACTORY. DATE. ... .. .....................................•...-----........_•--_.. Inspector..•... ----•-----•-•............--•................•-•----•--••--•-••......-•...-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .....:................... Ndd. =.:.... FEE, ....... Biiipviial Works ion r ion �rnti# Permission is hereby granted....................—)' ...................... to Construct ,(f ) or Repair ( ) an Individual Sewage Disposal System ,)at No. ,:................ C `}` ... ..-7 •--••-•----•--.--- �•r ...............-:6 A...•--------•-----Q. 5.-1............. Street as shown on the a pli on for Disposal Works Construction PermipoNo.................... Dated.......................................... ..,.__. .. Board of Health DATE-----......... .............................................................. FORM 1255 A. M. SULKIN, INC., BOSTON r Vi �rorr«i 3D A I Yworrrto + J N q NCC �� �AIEh 2 O t ` 10 \VU E41Ay \ O A/Lx` �` v i RSE v No.10951 vp 4 ,+a W1.07ONA 10, OF�GISTEP V v T LEGEND' CERTIFIED PLOT PLAN kY EXI9TIN0 SPOT ELEVATION Ox0 '' `o y _ EXISTING CONTOUR _ __ 0 Ts )'cn�olie Dl�it� FINISHED ,SPOT ELEVATION ' e OEAT: A . FINM4.1) CONTOUR 0 s'^. ��,• 05 7"' l//. ..,C;,� IN APPROVED,+-BOARD '. OF :HEALTH ` ,` DATE : AGENT ' SCALE`S ./.,�_,.4�� . 7k s DREDGE ENGINEERING Ca IIV « - -- .-__ 1 CERTIFY THAT THE PttOPOSEq �. d0a t 0..,... ..,.....�. BUILDING SHOWN ON "THIS." PLAN k EGISTERE REOISTt�fED. ` �2z �� " CIVIL LAt+10 . ;' �r f f4 . ; °: •COMFORMS `TO: THE .ZONING LAWS s �� ENGI EER U , D�R'.OX ,��4�"" "O ' �ARIdSTA®LE,` MASS 712, MAI N' STREET FI YAhIN I M A$S, ' ,t 5 S.NEETFti A `Sl1IVC4 + t� � x, - k . a n N07E %P E/TrY�R THE.SEPT/C TANK ®R z-=Ac"/n!G P/7 .4RE AYQRE. TNAAf fay BELOW !� prM'iou. 6WA®F,A "VIA-WA. 7Ze CoNC',41�Ir 7'.L= Cos.'Z! t „ SNA L L &AF RC ZA0oV T T® 4S.JTA 17 jW. CpNGQPTE i 4 PVC PlPP JYE,4Vy CA ST he OW COV---A' .S/1.4.LL DE US6-:D .. 2�f COVER$ /N DR/VEJ�A A Y o '• �. P FT. 2. W jv. C'O/1lC.�LrTE t ( G od COVER CZ EAN .S,y/y0 --' • t�qul0 LEVEL w 2'L AYER jeo)v�JPE �0-•o o a jW J Al.P/TCI✓ GAL: / 1 • . • . •• r ®4 WA SHED S71�NE t* T. SEPr/C R. TA/Y�C a 1 a� • r • • • 4 a a a4 DIST. dl BOX e b e t t s• i s •EFP�'CTTYE r Q s '� 3�/4'- � �2 :: , ° ' : • • D2PTX • 1 a ' • v • yV.9SJ�OFO .STOKE - 377. •aoo / /. • e: • ® o • r oO A /�_ • a• • r a • e e • •a r p a*� PRECAST SE 4Gt' IN6/L'i� ELEi/.�BT/®A/S T c.aP.4 Cl-r y 0 GAL1,J>A X a o o, e • • • , • • s a a soa p 17 OR LVU/V. /A/VZX7 AT Eav/LD/A/G 2 FT, loYLET SEPT/C TA/VK ZG,�{ FT, _ /Z FT /Ir9t�. C�• g TABULATION� of OUTLE-T SEJ=T/C TAN6C INLET.0/STI'$I4aUTIONY BO.K .? 5: R f GROVVD N447ZR,7AALE *4K, euw, /c..s' pe oo LF.�'DJSTR/A1rT%ON®OrX 2 SZ F!: S'ECT/a/V GtF - tLicEr G w awn-co'�' . �T L:zACV1JVG P%T 5 D FT SEWAGE ®A�aSf/`��;/�eL. .SY.ST0M TA� 1L./47'IO p OiPmNSION A NET -SCALK ; /•a• DESASN CgITER/A. G/Jaf.L�NsI�N Ft ` NUAlSER 0/�®E®ROQ�S .e �E o/ �o �.u�llr SOIL LOG TnTAL ESTf^%ooTEG FLO W 330 G.4L.�DAV . S®!L TEST Al SO/L TLrST�2 .S®!L 'T"gS9�: VUM8ER QF 40ACNINa: P/TS r f'FtEK 1`AKLAW .OATF OJ= SO/L TEST S SIDE Z eACHIA/G PZFA PIT �- -S9 ITT. Z , RL�3ULTS ia/ITNESSED dY J 2 E- -/Ac..a r3! gO7 rOof L�9CN/NCr.DER P/T I t 3• so. Ar �d .a N► �ERC®tATi®� RAT&r Ael L�4T-` 1//V1/NCN .TOTAL tEACX//YG AREA. -6`F SQ FT P�A°COLATJGN RATS Fie T�- s^ MIN.jINC/s+ Tvla.�J t 1m 2 t7 . R.ESERtiE LEACfIING AREA 6� SQ. FT. r r. Yx a � 5 � MCr!J >Vi"J S7<L-7�3 � - 2r.��.v OF RSA �� '.Rti. �P� s SAWr,> W17-H Lv7 LP OS7 EEt'cG'^ o ARSE a-i� 141A,TE.�t No.10951�O�� ��D�.���9�FTlA✓ R��i �l1fC. F ST E G E yg 'Qo , isT �� 712 MAJAI. 9F YANAl19 .MASS: 'R sv ss E ro A N , /S C / K -/YYAeR F G�c-� R��,�l0 GPOUNp � / GoTO Ui /D JV,4TE.QATIeLEV D.fTE� JOB vo. 2-a-0 '� ®� .i r. a - t wm�z loco lj* IA ,JJ1'✓* . f r r luza EWayNP �. ice '' ,•` , , U ,9A Yvn L0CAT ION,` SEWAGE PERMIT NO. VILLAGE INSTALLER- NAME 6 ADDRESS etc 5 A-O\% "�'�► �� t R UILDE R 1)R OWN ER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED lt�l J f SLEEVE S.A.S. LINE PROPOSED 1,500 0 LOCUS DATA WHERE CROSSING GALLON H-10 SEPTIC WATER LINE TANK PROTECTED BY 2 i RAILROAD TIES AT EDGE S PROPOSED S.A.S. / �� REMOVE MAPLE m N 13'x25' (2) 500 OF DRIVEWAY / GALLON LEACHING / CLUMP r^ z CURRENT OWNER ESTATE OF CHAMBERS Q D /� \ O�Q N 0 LOCUS MARGARET NORTON N 0I / o 346 -ER� V PLAN REFERENCE LCP 25 13800 /�L� \ / tis o CO DEED REFERENCE CTF 94994 BENCHMARK ��opo e \ ;� �0 TOP OF CONCRETE \ DRIVEWAY ZONING DISTRICT RC / WP / AP BOUND EL.= 33.65 / / )i' ,�/ �-cx, 01, F, /c. LOCUS MAP FLOOD ZONE X,� r � !7/ \ / / O. NOT TO SCALE: #56 ASSESSORS MAP 146 ° / h \ ti EXISTING 3 PARCEL 121 BEDROOM 1200 / i DWELLING OVERLAY DISTRICT ZONE II / GARAGE LOT AREA 15,037f S.F. _ _ / / i DECK O -SITE 8c SEWAGE / / / REPAIR PLAN / , // /�� ,�=" �,' M' -- � // / � � , 18 REVOIR DRl VE" // / 23 / / � � / � /110' TO WETLANDS• � / � IN OSTER VI LLE, MASS , , , f /� / ILAPIDATE BVW-5 DATE: DECEMBER 10, 2018 � / / i / SHED�19 19600 i BVW-4 N BVW-6 00 OWNER APPLICANT: / - - - JIM / JON BERGQUIST Z . I - / 56 RENOIR DRIVE LOT 2.3 5 : . _ � � BVW OSTER VI LLE, MA 02655 15,037t S.F. o 50 8- 428- 1441 a I �,OF BVW-3 • W t0 W � SHEET 1 OF 2 ht D D EDWARD � WETLANDS m m Q A N DELINEATED BY PREPARED BY: o � No.T89 BRAD HALL EAS SURVEY, INC. P. O. BOX 1729 0 20 30 40 SANDWICH , MA 02563 BVW-2 NOTE: EXISTING SEPTIC TANK, D-BOX AND LEACHING CELL (508) 527-3600 GRAPHIC SCALE: PIT ,TO BE PUMPED CRUSHED AND REMOVED 1 INCH = 20 FEET FROM SITE IN ACCORDANCE WITH TITLE 5. / EAS.SURVEY®YAHOO.COM #18-0125 SYSTEM DESIGN • RAISE COVERS TO WITHIN 6" OF FINISH GRADE TOP OF FOUNDATION RAISE ONE RISER DESIGN FLOW ELEV. 27.80 FINISH GRADE TO WITHIN 6" ' 3 BEDROOMS AT 1�5 GPB D 530 GPD FINISH GRADE OF FINISH GRADE _ / GRADE 26.5 ELEV. 27.2 ELEV., 26.9 FINISH GRADE CLEANOUT /� //,(�� /� / � ELEV. 26.5 REQUIRED SEPTIC TANK _ ///\\ ELEV. 26.3 .�. /.�� � TOP ELEV 24.00 3' MAX. COVER 330 x_2 _ _ _ 660 GAL. 12.0' CAS 0.02 52'®3= 0.02 T®S= 0.02 BREAKOUT SEPTIC TANK PROVIDED = _150-_GAL. H-10 '' SCH 40 - 4 PVC 4" PVC SCH 40 00000 0 0 000T'X 15' MIN .4; INV.= 2 MIN-3 MAX O O 0 0 0 0 0io SIZE OF LEACHING FACILITY REQUIRED INV.= 24.80 24.56 10"TEE 14"TEE INV•= = 0 0 0 to STRIPOUT TO +� INSTALL 24.36 6" N 0 O0 O0 o o A00000 C HORIZON f; 5'-7" GAS BAFFLE 3 OUTLET PER 310CMR DESIGN PERC RATE <2 _ __MIN./INCH 4'-61/2 4'-1" LIQUID LEVEL H-10 DB3 TWO 5'-0"x8'-6"x3'-0" CHAMBERS15.255 LONG TERM APPL. RATE-2--ill-GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: INV.=23.31 INV.=23.00 S.A.S. (13.0' x 25.0'L vINV.=23.14 STRIPOUT (23' x 35' 21.00 330 _ 0.74 SF/GPD = -AM-S.F. MIN. REQ. ov., o e ov BOT 20.0 vi ,� SWEETSER ENGINEERING IS CURRENTLY APPROVED BY THE 15.36 USING H-20 CONCRETE LEACHING CHAMBERS 6" BASE OF CRUSHED STONE OR DEPARTMENT OF ENVIRONMENTAL PROTECTION TO CONDUCT WITH 4' OF STONE ALL AROUND MECHANICALLY COMPACTED FILL SOIL EVALUATIONS AND THE RESULTS OF THE SOIL EVALUATION 1,500 GALLON PRECAST H-10 ARE IN ACCORDANCE WITH 310 CMR 15.100 THROUGH 15.107. BOTTOM (13.0' x 25.0') = 325 S.F. CONCRETE SEPTIC TANK SIDE WALL (13.0' + 25.0') 2x2 = 152 S.F 477 S.F. JOB # 18-0125 CONSTRUCTION NOTES: O 00 00 0 o O 00 00 477 S.F.x 0.74 G/SF = 353 GPD SITE Bc SEWAGE 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND 0000 0 0 o 00000 353 GPD PROV > 330 GPD REQ. = 23 GPD RES. ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 000 0 c o 00000 WORK ON THE SITE. 0 0081 O00 NO (GARBAGE DISPOSAL / GRINDER ALLOWED) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE REPAIR PLAN 2. WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT I--4.0' S.0' ---�--4.0'---� P15773 IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. j56 3. ENGINEER TO VERIFY REMOVAL OF UNSUITABLE SOILS PRIOR 13.0' D.T.H. #1 D.T.H. #2 RENQIR ORl VE 4. TO INSTALLATION OF NEW SEPTIC SYSTEM. DATE: 9/13/18 DATE: 9/13/18 NO PARKING OVER SEPTIC TANK IS ALLOWED. SIDE VIEW GROUND ELEV. 26.36 GROUND ELEV. 26.4 NO GROUNDWATER NO GROUNDWATER IN GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. DATUM: FILL 56„ FILL 56" TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS OSTERVILLE MASS A A � VERTICAL DATUM: FOR SUBSURFACE DISPOSAL OF SEWERAGE. BARNSTABLE GISt LOAMY SAND LOAMY SAND 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE DATE. DECEMBER 10 2018 1 YR 1 tOYR 5 1 " � BENCH MARK USED: 0 5 ACCESSIBLE WITHIN 3" OF FINISH GRADE, WITH ANY REMAINING B 63 B 63 ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. -_WOF TOP OF CONCRETE BOUND LOAMY SAND LOAMY SAND 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE ELEVATION 33.65 OWNER/APPLICANT: CAPABLE OF WITHSTANDING H-10 LOADING UNLESS �� DA D 10YR 73 78" 10YR 73 78" JIM JON BERG UST OTHERWISE SPECIFIED. o EL. = 19.86 EL. = 19.90 Q Y LOCATION F HE ,J INDICATES DEEP / 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE 1 DTH.#1 5 6 R E N 01 R DRIVE OF ALL UTILITIES PRIOR TO ANY EXCAVATION. o• TEST HOLE 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. E 0 S TE R VI LL E, MA 02655 6• FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER M SANITA INDICATES 0 8- 42 8- 1441 FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. P-1 PERC TEST C C 5 MEDIUM SAND MEDIUM SAND 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE 17r NO MOTTLING 2.5Y 7/4 2.5Y 7/4 SHEET 2 OF 2 THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND ! NO WEEPING LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN �� 132" INDICATES ADJ. GROUNDWATER PREPARED BY: 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT NO OBS. GROUNDWATER NO G.WATER NO G.WATER 132 " ELEVATION OF THE OUTLET PIPE. EL. = 15.36 EL. = 15.4" " E A S SURVEY, INC. 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES B.O.H. 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS DON DESMARIAS P. O. B 0 X 1729 BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC SOIL EVALUATOR 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND NO OBSERVED GROUNDWATER SWEETSER ENGINEERING SANDWICH , MA 02563 SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE BACKHOE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL DEPTH TO BOTTOM OF HOLE 11.0' ELLIS BROTHERS BE LEVEL VARIANCES REQUESTED 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION SOIL TYPE: CELL (508) 527-3600 TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW PERC RATE: <2 MIN. PER INCH ASSUMED EAS.SURVEY@YAHOO.COM AND APPROVAL. NONE LOADING RATE: 0.74 GAL/SF/MIN 13. MAGNETIC TAPE ON ALL COMPONENTS.