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HomeMy WebLinkAbout2145 MAIN ST./RTE 6A(BARN.) - Health 21 15 RT.6/RT 132, BARNSTABLE MID-CAPE SERVICES r i ,�.:� .r, a,<. - -3 .,: ',•�.� ;,,r a ,_..-a -'a��" -�. - _�_- � _� .d. ..h�_� -. - n�, � _ _. ._ > > ...: .:K a - : �'u. a_ _ :-_ az F - r ,.,g,; > r. , y �• 3 � � �, � � c. ... ,... . f e a i'. .. «. • TOWN OF B/A�RNSTABLE LOCATION � �� '�, SEWAGE#20 ^VILLAGE q rn S�9 014 ASSESSOR'S MAP.&PARCEL.2SC—006—60 l INSTALLER'S NAME&PHONE NO. 4S A rVT't+(S SEPTIC TANK CAPACITY A a o© So a 5_00 C Pa4rc�wwt LEACHING FACILITY:(type) S"-Y-;o C144069;. (size) IO.FrX 4(7,57 X o2 � NO.OF BEDROOMS OWNER Wirt K+-)ta-.J PERMIT DATE: f I S I I G COMPLIANCE DATE: 2 b� 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 q o ca. -G 15 vi -� N P � f No. / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4plitation for Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgr•de( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. a. y S IL ou 4-2 Owner's Name,Address,and Tel.No. ' y 1 S d' L-n ox /31 V0 4. / Assessor's Map/Parcel (� �nY�! ^ r' L Installer's Name Address,and Tel.No. w a- (v 3 7 Designer's Name,Address,and Tel.No. So 8 3(oa —i4s'4) ri!1►S ✓bps Co nS�- puM �4/y�l v>C/i i� . X3 464Jer At• 7 A-Si s� Type of Building: j, Dwelling No.of Bedrooms •5 Lot Size r �G sq.ft. Garbage Grinder(IA,410 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 4 ® gpd Design flow provided �`.S gpd Plan Date �Pli l 0100, Number of sheets l Revision Date Title Size of Septic Tank 5Cj-G Type of S.A.S. Description of Soil Std Sor 1 J a Nature of Repairs or Alterations(Answer when applicable) Sef SepH. c�PSI r� 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 ealth. Signed Date Application Approved by Date 4j Application Disapproved by Date for the following reasons Permit No. _ Date Issued �- fNi- No. 7 ! Fee THE COMMONWEALTH:OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION =%TOWN'OF BARNSTABLE, MASSACHUSETTS Yes 21pplication for I,ispoBal �&pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upde( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 9, `1 S c4� (,/� e Owner's Name,Address,;and Tel.No. " IIy S � L .ncx � 1vi) Assessor's Map/Parcel a G_1 (� f 1 I V �� , I L 3 a S?" 3/ Installer's Name,Address,and Tel No. S c& 3 G a- (0 3 3 7 Designer's Name,Address and Tel.No. Sc J- 3 Cd - `i t,, 1-11 -S (3rc,1w. 1 C� �S� l�pt.A.il Csr f hdI a3 tJ L//?c, 5 Od 6, 7f 23 S y•n 2, 't Type of Building: / � Dwelling No.of Bedrooms 5 Lot Size �+ ' � sq.ft. Garbage Grinder(,A Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided ,��.5 Z gpd Plan Date h�i ' � a,�i 6C I v1 Number of sheets ! Revision Date Title Size of Septic Tank S G G Type of S.A.S. t 147E Description of Soil S r P Sc,) 1 G:� •r Nature of Repairs or Alterations(Answer when applicable) i 'F Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in x 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 ealth.y. Dat Are 3 T 1 _ Signe i / r Application Approved by Date (� Application Disapproved by Date for the following reasons Permit No. © 7�L Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by ► /I ,S (3 G c 1 ro(S �c• S -at 6 4-, U/P 5- 5 fh S J V;5 J-Mas been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.�e q -4/&L1dated Installer 1 11,S (3 f c e he 1 S C c h sJ' Designer )OCw�;7:z /J 4 11, 4 t-.el #bedrooms s Approved design flo l gpd The issuance of this ermit s all not be construed as a guarantee that the system will ftutnrjas �igned. Date - �� Inspectorl No. c�4 qcc L-1 Fee /U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Ne-posal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at o� W S r2 -,I I i 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 complet d/within three years of the date of this pe i' t. Date leek /w Approved by 4 Town of Barnstable Regulatory Services $ > Rliehard V.Scali,Interim Director NAM Public health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office, 508-862-4644 Fax: 509-790-6304 Installer&Designer Certif tiog Form {t Date: F l7 Sewage Permit# dW16' 4 X 4 Assessor's MaplParcel, P 3 (p (0-1 Designer: D{.+)fit C114 f fW„ Installer: fl J f3roglid Conf Address: q3q Mares Address: �114S IZO"k 61— On I_W�, Cc,uri—, was issued a permit to install a. (date). (installer) septic system at a 15�, (.rl. &OW57 based on a design drawn by (address) &{ (dKlgner)_Z1 -- certify that the septic system referenced above was installed substantially accordingto the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. . I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations, Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was construct ante with the terms of the M approval letters(if applicable) :�' ! `4at,. i5 i>..'ALACIVII '(Installer's Signature) esigner's Signature) (Affix Designer's Stamp Here) MEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL PQJU,THIS FORM AND AS- BUILT G_AJMAHE..UCEIVED BY THE BARNSTABLE PUBLIC HE THANK YOU. QNSepticlDesigner Certification Form Rev&14-13.doc down cape engineering, inc. SIEVE SOILS ANALYSIS 2145 RT 6A W. BARNSTABLE TH#2, MA DATE OF REPORT: 4/25112 ` .JOB : GRAIN SIZE ANALYSIS'=SIEVE TEST xY SITE: 2145 RT. 6A', WEST BARNSTABLE . LOCATION: DCE TEST HOLE #2 µ SIEVE ANALYSIS weight Sample(Grams): 175.2 SIZE :WEIGHT RETAINED % RETAINED. % PASSED (sum ) _ --------------•--------------------------4-------------------- --------------- 3/4"--------- --------- .--- -----0.0;---------------0.0% -----1 00.0% -------------f----------------=---------a--------------------- ------------------ 1/2" 0.0: 0.0%; 100.0% --------------i---------------------I -- r-------r-------------r------------------ 3/8" 0.0; 0.0%; 100.0% -------------- #4 0.0: 0.0%: 100.0% #20 36.4. 20.8%� 79.2% --------------_........ ......... .......d-----_----__---------L_................. #40 92.1: 52.6%; 47.4% •-------------f....................-_____Y---------------------f.................. �. #50 125:3 71.5 o: --------------.---------------------------•--------=------------•- - � -------- #80 ------------ ------------- ------ -------------8.0% --------------i--------------------------_-t--------------------- ------------------ .. : #200 169:5: 96.7%: 3.3% ------------- ---;--=--= =----------- PAN: 173.5:_ 100.0 :----=-------------o- - - ------------- - - 0.0% 175.2; NOTE':TEST ON PASSING#4 ONLY, 5:0% RETAINED ON #4 <45%'O.K. . RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b(COARSE SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE #4 100% (TEST ONLY MATERIAL PASSING#4)- OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION _ >98% SAND y RESULTS: PERMEABLE MATERIAL-CLASS�I <2 MINJIN. MATERIAL NONCOMPACTED ' SOIL DESCRIPTION: COARSE SAND L. HO�MAss9�ti DANIELA. �s o OJALA CIVIL cn q No.4 502 , SSA AL r l4 vvSG- SIL(s Up (p� fool",, LA v root^ /C� o �. Town of Barnstabl e P# � 1 �1KE'b, IDepartmcilt of'Regulatory Services p § ➢fbl➢lC �t� Ith Divii�im JL�atc / d i3AliNBTABLE, . 200 Main Street,Hyanuis.MA 02601 loo FeePdl. �f tl Tate Scheduled__ ! Time--�� Soil Suitability Assessni ent fur S a -e Disp* osall P's + r Pcrronned BY: YYllnessed By.;; >C,O ATION & GENERAL I[N7[+ORNIATION Location Address n / Owner's Name V� W. Q Q y I�/JC a tQ Address Assessor's Map/Parcel: a3�p/b - I Cngincer's Pdamc `U�y//r- t�Qe NEW CONSTRUC-1'LON RBPALR Telephone It ( 06' Land Use Slopes(Yo) 9Surface Stones Distance's from: 0p y en Waler Bod ft.. Possible Wet Area #. fl Drinking Water Well Fl T - Drainage Way ft Property Line FL Oilier '�� tt S KE T CH:: (sttreel name,dimensions oFIat,exact locations of lest holes 8c perc tests,locate wellandshn piatinuly to Bales) - ,� G X�. - l C, L 1 'rig l(l a V.L cc N;luf 1V 0.1 At'a I UZ Parent material(geologic)' /(ffd Depth lq Qetb'oeix d' Depth to Groundwater: Standing Water in Hole. � ._' Weepll!g I)-om Pit PROB N Cslimmd Seasonal High Oioundwater A e 14 Fr— I[ET ERNUNA7['ION I[OR SEASONAL HIGH WA71']CR TABLE lYlethod Uscd: Depth Observed standing in obs hole; In, Depth to Soil III4l[I5Y1- r 4 T �� lu, Depth to weeping from side of obs.`holc: __ _ I!], OrOulldwia6r Adjustment P�_•_- Q It. Inbck Well P Rcading Dalc: Index Well level r Ad�,fitet4P ALIJ.drtPLUICI ater Uvul PERCOLA7CJ[ON TES - yule ���6 ''hillAIW Observation 1 Holc# / Time nt 9" Depth of Pere l =— Tln'!e at 6" _ ►�// _ ' Staft Pre-soak Time @ 0.151 - Time(9"-6") s,a End P,.-soak Rate Min./Inch Silc Sujtabillty Assessment; Sile Passed�/ Sile,F ailed: Additional Testing Needed(Y/N) Original; Public Health DlYkion Observation hole Data To Be Colnpleted on Back- - **�`If pci-colation test Ls to l)e coaadiadcted 1'Va(,ladii lOO' oil YVeillaa"d, yoaa iiiust fnlrsit uotafy t)lae .Barnstable Conse>rvntlon Division Brat least one (1) weelc prior to beghmiu.og. Q:\S CPTIC\PLRCFORM.D0C r '))REP-OBSR1�1�7-ATIONiTOLE Depth from Soil Horizon Hole 5urf,�ce(in.) Sail Texture 'Soil Color Soil. (USDA). Other (Mansell) Mottlin c g (structure,Stones'; Boulders, d — O Con iste c o ravel) 5 5L s D EIEP OBSp,_R yA'�'jON O L]C]LOG SurDepth from Soil Horizon Role # (USDA)Surface(in.) Soil Texture Soil Color Soil ) (Mansell) Mottling (Structure, � Stones, Boulders. IF- - COnsis ency` JON, P,�/St_ �fS' 7 %Gravel) eILVAY .� _ • 7 s- 13z <:Z t DEi-Ei p ®]BS]EI[�1Ur�7CION ROLE LOGDepth from Soil Horizon # Surface( Soil Tex) Sail Color. - 1n Soil (USDA) (Mansell) Other Mottling (,!structure,Stones,Boulders. ('o sistengy.9'a Or,vel) ------------ Depth fiam Soil.Horizon �'® ` ROIL,# _ Surface(in.) Soil Texture Soil 601or (USDA) .. 5'0ll Other (Mansell) MDttling (Structure,Stones; Bcuidars, Conslstenc_^y_------------ gb prvell --_ fiVood Insurance)[tatto Abovc 500 year-flood boundary No Yes 'within 500 year boundary No - Yes..,...._, .^ within 100yearflood boundary No� Wit; d"u>I n�'I�r�ttnrr�al9y �n=eu>;r'a'fl_n�]E��irv>ious l�afa?rla� _ Does at least four feet of naturally occurring pervious materlal exist in all areas observed t[Iroughout the area proposed for the soil absorption system. 1F not, wilat is the depth of naturally occurring pervious marat'1617_ C�'ICtll�9ca([90VB � I certify that on �„lit. (date)I have passed the soil evaluator examination approved by the 'r epws:r c;w cf ter,vhcr,;i,cnta's.n roia ation and that the above anal}.-is,was performed by me consistent with ilae required training, expertise and experience described in 10 CIVR 15.017. r Signature G Datb „ a:\S.2PTFC\PERCrORM.DOC II - - — SEWAGE W A E PERMIT NO. LOCATION G ©o P` V-4'L L A G E INSTALLER'S NAME i AD.D-RES.S I U I L D E R OR OWNER lx'l�lfoe W1 ,0w& DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED s��y l� i -� cam" F- 17A - No.........i K6.... F�sU �............... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH OF.......................................................................................... ,� r�irtt#inn for Uiipnna1 Works Tomtrur#inn Vamit Application is hereby made for a Permit to Construct (. or Repair ( ) an Individual Sewage Disposal v System at: 1 .................................................... oc do - dress . -No. �'w ss ..... _____..........__...._.__..^ Installer Address Type of Building Size Lot...........................Sq. f t V Dwelling—No. of Bedrooms.__...................................Expansion Attic ( Garbage Grinder 1:14Other—T e of Building ............................ No. of persons............................ Showers. — Cafeteria Q+ Other fixtures --------------------------------- . W P q P ---------- Desi n Flow............. ---..--- • . ........................... gallons per person per day. Total dailyflow______________________________.............. ons. GL Septic Tank—Liquid Li and ca ac>ty_,5...._...gallons Length Width.......___..... Diameter---------------- Depth Disposal Trench—No. .....................��i�d�th�--------:........... Total Length.................... Total leaching area._V_Z!- sq. ft. Seepage Pit No....d6l... a' _ Depth below inlet Total leaching area sq. ft. Z Other Distribution box ( � Dosmg to ( ) ;C 7/IC'IA4 S'— 7 '_' Percolation Test Results Performed b ,1 ...1�_�_ /. __ _-______________________________ Date._ ' r:.��" a Y----. ------••. ,.a Test �i@ 1 : -_minutes per inch Depth of Test Pi�................ Depth to ground water...._.....___.___.._ ._. (i Test Pit No. 2...... .......minutes per inch Depth of Test Pit.................... Depth to ground water........................ GG D 0. -----------•--...•••-------4-`--------------------------------------- ----- ..... T.._._... O Descriptio Soil •�� �v `'",'1 �- W ' ,�/ x ----------------------------------/1��. - � /� �`�...6�... ...�.-�� ..Ae -''em------ 1� = �,X U Nature of Repairs or Alterations—Answer when applicable------------ - ;.�..ise--------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iIT1. 5 of the State Sanitary Code—The undersi ned further agrees not to place the system in operation until a Certificate.of Compliance has bee iss ed / oa .l.t h. �Signed _.. . : '"... --------D---a-t-e-----.-. --------- Application Approved BY � Date Application Disapproved for the following reasons---------------------------------------------------------------------------------•---------------.._.........._.. ---------------------------------••-•-----•-------••---------------------.....---._.........--------•---.--•---•------------------•--••---•-------•------------------------------------•---•------------ � � � � ?IDate- Permit No. Issued. ........................................... --•--- Date No.... : Fizz........... ._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . :4 `i,•. OF - AV dirafton for DhipmFa1 Workii Tomitrur#ion ramit Application is hereby made for a Permit to Construct (,,o�<r RepairZ-' ) an Individual Sewage Disposal System at .... ._..... ...................................... t�r• I�t 06 I; r ................Cl" - . ....Z✓ ; -------........................ ......... .. ..... •------- --•-- , � O$vner , ,�` ,,✓✓ AA�ess - , •--•--L/.... ....of.M "� t- /G.i+�+��J !0 ....ee-_Kr .......................................... Installer Address dType of Building Size Lot______________ ____________Sq. U Dwelling—No. of Bedroo>ns..__.___.__: Expansion Attic ( Garbage Grinder ( ') Other—T e of Buildiu ........ No. of persons___:____________________...._ Showers-_ Cafeteria a Other fixtures __ - ----------••--•-•------•----•-•• ;---••------------•-_------ W Design Flow......*______________________ .. _ gallons per person per day: Total daily flow............................. ............gallons; WSeptic Tank—Liquid capacity/r gallons Length________________ Width................ Diameter---------------- 01►_ ....... x Disposal Trench—No. idth Total Length`{ .._.____.___ Total leaching area....... ......sq. ft. Seepage 1__._ 'n '` � Depth,.below inlet-------------------- Total leaching area--; sq. ft. See e Pit No.___r-4. Other Distribution box ( Dosing tank '~ Percolation 'rest, Rees Performed by . .,� '�• i "`--:-° :jDate . :__ � . ,aa Test ilt'No: 1 -_minutes per inch o s Depth to groun wa er --------I` - --...--- �, Test Pit No. 2________________minutes per inch `Depth of Test=Pit__.s.._.__-__:___. Depth to ground water....................... D Description of Soil•- --�-! -- `s� - - � .te..r "�-.'? .---------- x - - _ -••••.-.---.11 y.. � .-•- •-••---•---- 6r�) r J� . ................ A, U Nature of Repairs of AR tions-6 A�isVve�&h494pp eh� �����i/_---------1A.-----,C �i,rf!-��L---'-------------------•---- ........................................... ..............................................---•--------------------` . ----------------------------------------------•-----------------------•-:------ Agreement: s " The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT i;,.,. '5 of the Stite-Sanitaf Cod ' The undersi ed further agrees not to place the stem in operation until a Certificate of Compliance has bee is d eb oa lih. « 9 Signed----------•••-••-•• == - Date Application,Approved BY----- -•• ------------••-----•-- • --••-•-------- - ` ,eXv. ✓ rw Date Application Disapproved for the40owcmg reasons: ------ y. ................................................ f Date ?f Permit No. Iss ...... ................ ___._. t ...................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOr ARD :OF HEALTH ( t ....... ..........OF.... ........hmp ........ .......... Trrtifiratr of i am ; THIS IS TO `CERTFY, That the I .ividual Sewage Disposal System constructed ( r Repaired .( ) by_....._•--•--••-•.... ..._.... �_..--_•--- - taller- ,-r....................... ...............•- --••••.........._._....----... '' � at.... o � ----- - ----------•--- ance with provisions of bri�taled i j of The tate anitary,Code as described in the application for Disposal Works Construction Permit No ___ ____ _______________ dated_-..._ __._.__ -------------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL O�EV ®6dSTRlIE® AS A IVT E T Pi FTHE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.......................................................................-............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF......... ;- ........... Permission is hereby granted______ 40_ __ ....... : .__ __----------•---._...._....__................__.____-__.... ....:_.... to Construct ( ) or Repair ( ) atfndivi ua Sewage Dissosal ystem atNo.... Lyt . .,`� J ,, ;E,r ,, i ............................................. as shown on the application for Disposal Works Construction Permit No Dated M' _ e Ith r DATE................................................ ..----- ry jam'`t FORM 1255 HOBBS & WARREN, INC PUBLISHERS - - - 1"t F� -- sy�-r o�- s slit � s io f� / 7.L Ez;9/.Z. ! P�eopo3e25 AjdJZ)ogVVA.0o' ?Zoo rf/ t! �o Ez a BoX i SAC _ l` EL•9@•� M �. . 7- a. 89. 7 Alor.V— Alf% 3$4 4eV67 „_ CERTIFIED PLOT PLAN LOCATION WP?7 ,C e�irsr� t,� Miss. `dWARD E KELiEY SCALE.. . �..'=� DATE x"e4..;7i.178 CijM AAQLHD, MAC"• 02637 PLAN REFERENCE SA&wn/ o.v . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . OF .�► �" EPA�Atfl s I CERTIFY THAT THE SHOWN ON THIS PLA 1 E GROUND 4AD 5v �� AS SHOWN H FORMS TO THE SETS F THE TOWN OF . . . . . . . . . . . . WHEN CONSTRUCTED. Z Z So AlAtt/ .STIN T DATE . . . . . .. . . . . .. . PETITIONER: Weis Q /vSTi4QG�� MA'S • REGISTERED LAND SURVEYOR J .SN�'r'2 of 3 ShIE�"Y5 k t`'tis�'iNG GC E ELs 9a.G 't TAT hl:,� WOOD GoAt- zmtv,= 90./0 Tarws� sA�c /38 � 7111 040 t� O o; o aUD d o 0 0 0 ® 0 0 00 pv4 v G 0 0 000 P ova � 0 OOU10 DD Z � avc. a p a DODU � Q ? va � a d oDvfl00 $3 � �ttv.= 78.co 00 U 0 0 e ah y d0 © � 0 U 0Q '-00 d00D000. 0 0 0 0 0 p U 0 U 0 0 D 0 0 u D b 0 0 11 U o ri�ni M 0 0 .0 0 0 0 0 0 0 0 sHivc7 0d 0 0 0 0 0 0 00 d d 0 0 0 0 0 0 00 Od 0 0 0 0 0 0 00 00 b 0 U D 0 0 0 U J EZEv. �rro�y� 72. �d ozev = 7Z,d c, —71 IMLII Y C- r, x"s WAY /44c C►A�L WtA�779'�!� Per,naw em; Z zs Msn w s:zPee"'l WE�r' �ru��8� Miss. 92,o a L. . . ..... . . . . . ... . TOP OF FOUNDATION CONCRETE COVER CONCRETE COVERS •'0 4"CAST IRON " PIPE (OR 12 MAX. 12'MAX. 4°OR, NGEBURG(OR EQUIV.) EQUIV.)— MIN. PIPE- MIN. LEACH ' PITCH 1/4"PER. PITCH I/4"PER.FT. PIT PRECAST ° :•.. LEACHING o'e INVERT Q %•`'' . INVERT INVERT o o t PIT OR SEPTIC TANK' EL,•83.3/. • EL 8z.93 EQUIV. '16 INVERT BOX �F- •� INVERT . .. GAL. , w w \0ELg3.!4? INVERT . ..•• .,•. 3/4. TO I V2 WASHED -_,JI ;• w .;; STONE • I I �� -- -F—6'DIA. DIA..--+-� Mop/ PROR LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE � � PRELI SOIL LOG WITNESSED BY : DATE zs;ry7e TIME. BOARD OF HEALTH TEST HOLE I TEST HOLE 2 7}/ar�AS b: ��CE?,L¢�I PE ENGINEER ELEV. . 40.G. . . : . ELEV. .. .. . . ... . . 4-7 fit,s W--V404ti n 9 c" a DESIGN -DATA '. Daws4 sok-o ccAy Ago DENse SAI_v NUMBER-OF BEDROOMS Gu►aAC CLAY R+w/D 3 3c� - C4ACIA4. TOTAL ESTIMATED FLOW . . . . . GALLONS/DAY Ti t c. BOTTOM LEACHING AREA / ' SO.FT. /PIT SIDE LEACHING AREA . . •iff.. . SQ.FT./ PIT Mf'A�u/�J ME'D,�y GARBAGE DISPOSAL ! a^!4..00% AREA INCREASE) S/iyv0 5Aa/0 B TOTAL LEACHING AREA . !�/. . .7 SQ.FT sy oGs�v*77o^/ PERCOLATION RATE less rf/� :fir . . . . MIN/INCH LEACHING AREA PER PERCOLATION RATE 8/ . . SQ.FT. Nc WATER ENCOUNTERED NUMBER OF LEACHING PITS .�-., �IKELLEY.CO• W!7 f D� , F ,0I! ,ENGINEERS—SURVEYORS APPROVED . . . . . . . . . . . BOARD OF HEALTH bND DRIVE 346 LONG P "S' SOUTH YAR I�10UT$+. DATE . . . . . . . 02664 AGENT OR INSPECTOR WA90 . KLLEY CUMMAWD, MASS. 02637 OF 'A .4 f" M �+ Lo T Z. M�'-a,'`�. KELLEY -A e02_ A O'�' No.24260 Z7-O9o�FssIONA PETITIONER : W&3. S .� �'b 3P TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH 0- Satisfactory 2.Printers 3.Auto Body Shops [� O unsatisfactory- 4.Manufacturers COMPANY.AC((—( ,yLwv CX (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS C4- G t iei 131 (?Class: / (V 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline Jet Fuel(A) Diesel, Kerosene, #2 (B) Heavy Oils: 3`S-5' K waste motor oil(C) 3 0 ��ss new motor oil (C) 4 T-r- 30 pc transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: 3 c-S 0C t� k � 04, - a d d r �,,,e��►c, •— 1 C S ecck 0� J✓�ra..7 Gc---), 6-- k e �u., l c3 DISPOSALIRECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply h f OL -^I e Vf-ew C O Town Sewer ublic �-Q �w l< (,r,. , S cM }�Qqq S r' On-site ,Private a ' r1 C. a (J.� 3. Indoor Floor Drains YES NO O Holding tank:MDC_ � Ow��.(� O Catch basin/Dry well ca _ ! QCt 01.1 S S ��11 O.VQ;I4, O On-site system ,4. Outdoor Surface drains:YES NO ORDERS: Q Holding tank:MDC at etw =f21 O Catch basin/Dry well A"On-site system 5./Waste Transporter � � • � YES NO 1. ijoz. GVY Cl p� q4L/—L, 0 9—, 6t15 V erson(s) me-Mewed In6ect& Date ALL SHALL TE SYSTEM PROFILE MAR EDS WITHCMAGNETICTTAPE OR BE PROVIDE MIN. 20" DIAM WATERTIGHT (N OT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NOTES ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 1. DATUM IS APPROX. NGVD \ TOP FOUND. EL. 79.9' FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS EXISTING 79'0 MINIMUM J OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM '80.0 Roilrood PRECAST H-�o 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. o RISERS (TYP.) BLOCKS OR 4. DESIGN LOADING FOR 500 GAL. CHAMBER ate o o p PRECAST RISERS erg 2'0 4"0SCH40 PVC o COTTAGE + MORTAR ALL H-10 UNITS TO BE AASHO H-22.Q. SEPTIC TANK: H-10. one INVERT +•° PIPES LEVEL 1ST 2 t r3COMPONENTS S v� ^' *7$.4' ENDS (TYP.) 2' SIDES 5. PIPE JOINTS TO BE MADE WATERTIGHT. 10" 14" P00000000° o°°o° °°o°° Cape Cod s a INVERT OUT OF 76.33 TEE TEE ; �000 o ®omm ®000 �mEn ° ° ° ° 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE Community Locus o •'*76.65 6.08 0 0 0 0 0 0 6" IN SUMP >o°o°o°o° ®oaaa�®a®�Io oa�aoao�o®o >o°o°o°o° WITH 310 CMR 15.000 (TITLE 5.) MAIN DWELLING GAS BAFFJE °o°o°o°o°o°o o >°°°°°°°° o 0 0 0 0 0 0 0 0 o o 0 0 0 o 0 0 °°°°°° ° ° ° ° ° ° 12" MIN. INT. DIM. ° ° ° ° ®����0�0(]CID MoMEIMMM oao ° ° ° ° c a GAS BAFFLE °^° N >0..0..�o ®aaao�®oaao �o�o�oo®®®o ;oo�o�o�o , ° N00 GAL COMP. 50 GAL COMP. 75 89, 75 72, °°°°°°°° °°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND �o (N °°°°° 73.52 NOT TO BE USED FOR LOT LINE STAKING OR ANY .:: .....:•:.:. :.• ......,•... . OTHER PURPOSE. 10 EL.EL. XX.O 6 ° ° ° ° ° ° ° ° 0000000000000 ° ° ° ° ° ° ° ° H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. a Route �°�°^°�"o*02'o ' O ° ° ° °°°° 3/4"-1-1/2" DOUBLE WASHED STONE 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. MIN. ALL AROUND PRECAST STRUCTURES (5) UNITS REQUIRED 9• COMPONENTS NOT TO BE BACKFILLED OR ( 2 % SLOPE) 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 47.5' X 10.83' 10 CONCEALED WITHOUT INSPECTION BY BOARD OF Exit COMPACTION. (15.221 [2]) (6 HEALTH AND PERMISSION OBTAINED FROM BOARD #6 41' �_ ( 1 % SLOPE) ( 1 % SLOPE) t OF HEALTH. COTTAGE FOUNDATION ' SEPTIC TANK 19 D' BOX 22' LEACHING MAIN DWELL. FOUNDATION- 16 FACILITY 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP 67.0' BOTTOM TH-1 CALLING DIGSAFE (1-888-344-7233) AND NO GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND & *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS WORK. NOT TO SCALE PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ROUTE 6A 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 236 PARCEL 6-1 EDGE PAVEMENT - - - - - - - SHALL BE REMOVED 5' BENEATH AND AROUND THE - PROPOSED LEACHING FACILITY. VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE _ - r - - - -� / '\ 12. EXISTING LEACHING FACILITIES SHALL BE PUMPED BY HEALTH INSPECTOR IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR - - - - _ _ J - - �, \ AND REMOVED OR PUMPED AND FILLED WITH CLEAN '- // �� \ 95.20' SAND. PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED N 7V 9'00" E / BY THE BOARD OF HEALTH REVISED DURING A PUBLIC HEARING HELD ON AUG. 4, 2009 / 73 3) FAILED SYSTEMS ONLY : SOIL ABSORPTION SYSTEM 3 INSTALLATIONS PROPOSED MORE THAN THREE FEET BELOW GRADE WITH PROPER VENTING (PIPED TO THE ATMOSPHERE) / ,., 4 \" J// /���� SYSTEM DESIGN. AND WITH H-20 LOADING, BUT IN NO CASE SHALL THE SAS 1 76 - BE LOCATED MORE THAN SIX FEET BELOW GRADE. �(`� ��• � � 78 � // GARBAGE DISPOSER IS NOT ALLOWED 0 Z EXISTING 5 BEDROOM APPLICATION USE A 550 GPD DESIGN FLOW 3 SEPTIC TANK: 550 GPD (2) = 1100 (FIRST COMPARTMENT) 550 GPD (1) = 550 (SECOND COMPARTMENT) 1100 + 550 = 1650 GAL. REQUIRED 3 I USE A 2000 GAL. DUAL COMPARTMENT SEPTIC TANK TEST HOLE LOGS 3 � - •� I I I� HOLLY I RE-ROUTE PLUMBING LEACHING: 2 ► I TO EXIT AT SIDES: 2 (47.5 + 10.8) 2 (.74) = 172.5 GPD ARNE H. SOUTHWEST BUILDING BOTTOM 47.5 x 10.8 (.74 = 379.6 GPD ENGINEER: . OJALA, PE, SE ` I EXISTING I I SEWER LINE ) I DWELLING DON DESMARAIS, RS WITNESS: �; TOP 79 9, I i ��_\1 TOTAL: 746 S.F. 552.1 GPD DATE: APRIL 17, 2012 I kCPt, It -1 I USE (5) H-20 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) PERC. RATE _ < 5 MIN/INCH (C2) TH 1 - INV OUT• I WITH 2.5' STONE AT ENDS AND 3' AT SIDES INV OUT. ELt 73.9' CLASS I SOILS P# 13591 II 76.6 ' I I LOT 1 � 1 � 3.6'CRAWLSPACE I 6.17 ACRES ELEV. ELEV. ROUGH AREA _ GRAVEL I Off O" 4 79.6' PITS PER 0 N __ /- ''i �� J' '_ C� 10� i DRIVE A A � � I �� �� 5' REMOVAL OF UNSUITABLE SOIL REQUIRED ' s cp I AROUND PERIMETER OF LEACHING FACILITY, /SL UNSUIT. /SL UNSUIT. r \� ; I- - _ - _ _ \� WITH C EANDOWN TO UMEDL SAND, TO MEET E SOIL LAYER. REPLACE APPROVED DATE BOARD OF HEALTH MA 8„ 10YR 4/2 8» 10YR 4/2 1 �� ` \ 1 SPECIFICATIONS OF 310 CMR 15.255(3) f cli 1 TH 1 c� TITLE 5 SITE PLAN B B /SL UNSUIT. SL NOTE: SEPTIC TANK IS OF �� UNSUIT. I 10YR 5/ EXISTINGI NOT DESIGNED FOR 4Co 24" 77.0' 10YR 5/4 crrncE I . VEHICLE LOADING 2145 ROUTE 6A 48" 75.6 ' `TREE (NO CELLAR) f \ WEST BARNSTABLE C1 Es PREPARED FOR �L UNSUIT. 3L UNSUIT. i \ i EXISTING ®P9Rc 1OYR 6/4 78„ 1OYR 6/4 731' o \ GARAGE CARL WIRTANEN MIN/IN. � \ /)R6cKS PROP. VE}�T WITH C COAL FILTER 98 0.8 C2 APRIL 24, 2012 AND BU�CREEN INAL PLACEMENT BY C2 CONTRA TOR WIT HOMEOWNER REV: NOVEMBER 28, 2016 (DUAL COMPARTMENT TANK) CONSU4�fATION) 8`t SIEVE MCS SIEVE MCS I BENCHMARK �Ho�Ma off 508-362-4841 COR STONE STEP CF Miss` ,%'F3� ssq� ( fax 508-362-9880 2.5Y 6/4 ti. downca e.com EL. = 79.85 ti o DANIEL G P g© DANIEL A. A. �;o 2.5Y 6/4 ,� OJALA oJALA � own cope ea jIneering inc. 144„ 67.0 132 68.6 LG. BOULDER o IVIL I No.40980 civil engineers NO GROUNDWATER ENCOUNTERED Scale: 1 20'°° P°�� �STER �`�.7 �Fs fond Surve ors = F � ' /� y ss s Su , . 1 939 Main Street ( Rte 6A) 'a ,2-O�� YARMOUTHPORT MA 02675 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S.