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HomeMy WebLinkAbout0009 KAY AVENUE - Health 9 hay Avenue 248-042 Centerville TOWN OF BARNSTABLE q LOCATION q KOW Aftr►4e SEWAGE# a?Oal !3 VILLAGE G 1MJy 4e- ASSESSOR'S MAP&PARCEL a7 AN qa INSTALLER'S.NAME&PHONE NO. I?D 13 QUA- CC), Sag-Yjy-� SEPTIC TANK CAPACITY /000 &*110n$ LEACHING FACILITY: (type)C2 :500 Pok"an k4A CW(size) 12-ir Q9 NO.OF BEDROOMS 3 OWNER XC!A e/uA*tm Gka!► a,65 PERMIT DATE: S�a?BfA�/ COMPLIANCE DATE. (013191 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 ,�T �VA T A (c 7 • 3 �ra►�' 8 1 c d • L� 32 35 a 30 s s IT ! q ,/ TOWN OF BARNSTABLE LOCATION q Kay�M� SEWAGE# !0?0.21_«3 VILLAGE(`e� We— ASSESSOR'S MAP&PARCEL a 5l$ q.? INSTALLER'S NAME&PHONE NO. tI OW+ 13 DUC CO. A571/11-8l7� SEPTIC TANK CAPACITY /000 &4/16n 5 of of LEACHING FACILITY:(type)C2 50o W16A k4A CA045(size) 12-5 ,K Q9 NO.OF BEDROOMS 3 OWNER rA A l- nd(b, C WNA, 'i 5 PERMIT DATE: sfa?� COMPLIANCE DATE: (0 3 a1 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 COI+ A (t``7 3 c d • �• 4 S V C -4 3z 38 a 3o 18 aN 6- I� 1q 3 a No.�'""� _/ Fee THE COMMONWEALTH.OF MA, SSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOVVN OF'BARNSTABLE, MASSACHUSETTS Yes ftPliLation for Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 9 I<AY 4v6- C'VCL445 Owner's Name,Address,and Tel.No. �QEtV+ - SAOMA C14AC,64,Ri$ Assessor's Map/Parcel 02 r %( c=E y d Installer's Name,Address,and Tel.No. 3'®;?—Y 7'l_,&2 T7 Designer's Name,Address,and Tel.No. :5�69","A73,-0317 1 -r't3 6,cstZ C0 3-c EW'C—t 0E F3 et IjGr 1:nvc ?G, j S _ acntr as N Type of Building: Dwelling No.of Bedrooms Lot Size I O—sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3�C) gpd Design flow provided; gpd Plan Date Q�a(�;t o;Z1 Number of sheets Revision Date Title ! K+q ,EVEW 0 6 Size of Septic Tank l j 000 Ga*44. 0!c Type of S.A.S. 6,21 5-a,E)C=4� Description of Soil d6A A cS - Nature of Repairs or Alterations(Answer when applicable) f)SL57'Ci�C l.fyC)K� � �—, �1�Iy mil' °- c� �1�) Svr� C—� 1 >26 C6I ,( AZ __c-}"- -" CMGdd ;'C cAA)CVG- 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. S' Date e ; r Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ° 1Zj Date Issued . .. w -�� • r-�e _ t.� f ,. R __ _.` I e'er^r �Y' 1 M " —, k K� No. rf Fee ��y THE COMMONWE" MA Entered in computer: �,. r., .r Yes PUBLIC HEALTH DIVISION -'TO N "O•f ARN;STABLE, MASSACHUSETT �,. 2ltlfltation for Misposal 6'tem Construction Permit Application for a Permit to Construct Repair ' ;~� pgrade( ) Abandon omponents Location Address or Lot No. V 4V6 4 Vrc,rt Owner's Name,Address,and Tel.No. h ' r INW • k>~CT4 4A SA ND4A CIMC- 4RIS Assessor's Map/Parcel # - j j•� Installer's Name,Address,and Tel:No. �'�j pg-� Zy&�,'I) Designer's Name,Address,and Tel.No. 5dv--a73-p37 Rv�t'16 CwR cc I I'G. Zkjc_r&jebe xJGr-Xtvc- 4— S acr&f AS v 1A E w A&94 Type of Building: Dwelling No.of Bedrooms . Lot Size ® sq.ft. Garbage Grinder( ) Other Type of Building pamnok lz't j_No.of Persons Showers(,,,) Cafeteria( ) Other Fixtures Design Flow(min.required) , 3 X � gpd Design flow provided , [� gpd r Plan Date 5•.:x(—A o x( Number off sheets Revision Date Title kAg tJ v.:.c:iev'�.V/L.L. Se Size of tic Tank ` • P _�OCX] :Ld'e� Type of S.A.S. Description of Soil i Nature of Repairs or Alterations(Answer when applicable) M x-)Gr 1,gj49,o64y px) 60t%Date last inspected: A Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site Y 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. - `S grre'd + _ Datec �. Application Approved by Date Application Disapproved by Date for the following reasons Permit No. f Date Is—sued �.- s ✓ -_._.-...__ =:_------� - __ _._. ----------- - ----•-•-- THE COMMONWEALTH OF MASSACHUSETTS �* �Y BARNSTABLE, MASSACHUSETTS w Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by Q(�j eoo - � a • ` at I kA *U9 C � tLi y�(.(,C has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No /—k7 3 dated Installer lRQaEk?' i Q(k CA Designer fe a j4)9h* ItAr -,y' 'A K . #bedrooms 3 Approved design flow gpd The issuance of this permits all not be construed as a guarantee that the system will of�ncttion a Mte- Date j 4-� Inspector _ Fee CJ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal -,stem Construction permit Permission is hereby granted/too Construct( ) Repair( k Upgrade(�--�) Abandon( ) System located at��r, Avg t�� � 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 p_'lletted'within three years of the date of this pe it. Date 5 c / Approved by Town of Barnstable Regulatory Services Richard V. Scali, Interim Director • a►tuvsrnat.e. v� !M� �,� Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 6-4-21 Sewage Permit# Z021 -193 Assessor's Map\Parcel 248/42 Designer: 5-C Engtne_enalS, T,nc Installer: Robert B. Our Co., Inc. (RBO) Address: ZSS`I Cranberry 'ItLlnwn y Address: 363 Whites Path 1:a5 k iva.rz lnarv► N,A 0 2.53 8 South Yarmouth,MA On 5 to 21 RBO was issued a permit to install a (date) (installer) septic system at_9 Kay Avenue based onadesign-dmvn by (address) —SC co S oeexL-0 c } ToG._ dated 5-21-21 (designer) X 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. Y 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 constructed i iance with the terms of the I\A approval lett (if applicable)0 c �� JOHN L F G CHURCHILLJR. ;(D na a CML .41 A 1 ner's Signature (Affix D=D**' SION. p Here) ePLETURN TO ARNSTABLE PUBLIC HEALT CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASepticlDesigner Certification Form Rev 8-14-13.doc i i t qqq �("—/7j11� 1 7 No.. �J...._ F>�s...... ...5.../............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiou for Di-nVo-gtt1 Work.6 Tomitrnrtinrn runtit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System ............ �� .. / --• --- .. s - - Location-:\ddress 4 or `N�o � chi L. -------------------------- ----- --_---------- --------_- ----.... -----••---•--•----..._.. ..---------.......... Owner l 11A /Address Installer Address UType of Building Size Lot..._ . ---51__l...Sq. feet Dwelling— No. of Bedrooms._ -------------------------_-_Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) G4 Other fixtures ------------------------------ W Design Flow................. ...............gallons per person per day. Total daily flow...........�,,t .................gallons. tx Septic Tank—Liquid capacity/DQ.Q.gallons Length_C)te_._._ Width_'V_I _. Diameter---------------- Depth_ 5-r. .... Disposal Trench—No. .................... Wi tih..... . .......... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.___--I............... Diameter __._ ._ Depth below inlet.....6........... Total leaching area..�Q.1.t 1..sq. ft. Z Other Distribution box ( ) Dosin tank ( ) ''" Percolation Test Result Performed by. UVi... f__61�.1�t�( ........ Date........Z_'-� aTest Pit No. I........_�minutes per inch Depth of Test Pit..._.....13_.:--- Depth to ground water------------------/A— A. (i Test Pit No. 2................minutes per inch Depth of Test Pit........t.z-�_... Depth to ground water...._....../x-1�1 -------------------------- --------------------------------------------- -.----- ----....... •------------------------------------------ ._. O Description of Soil-.�1 d =5� r` `--o •ram `--fO----w----V_Jr t-Nam.--- x .........S1 .i�1........ KW S.64— � ��Z" 'T� t Sc d/� 2 (o' . -ram . --- ------ . • ------------ w -------•--------.. ' `-'!«-----------�--- '-- 1►'r --`T, Ss "!:�l UNature of Repairs or Alterations—Answer when applicable............................._.._..._____._......__...._..... .................................. ••--------------------------•------------------------------.------------------------.-.----•-•--------------------------.---------------------------------------------------------------------------.--- Agreement: ' The undersigned agrees to install the aforedescribed I' divi' ual Se ge Disposal System in accordance with the provisions of TITLE 5 of the State Enviro ntal Co e—IThe dersign further agrees not to place the system in operation until a Certificate of Com li ce as be islue the oa o ealth. 3, t L , Sined ---- - ------- -- 4--- --- . -- ----.----------------------------------------- ....................................... ApplicationApproved By ...... ..................... ... ... ........... .. .. ..... .... ..................................................... ........................................ Date Application Disapproved for the following re s s- ------------- P..........--- ........... .......................... ...—......... ------------------ ---------------------------..... -------- --- - /........ .. f. Date ...................... Permit No. �� .......... ----------------- Issued ................ ate L -------- -——————- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE CITertifirate of Compliance THIS IS TO CERTIF-Y, That the-I,dvvidual Sewage Disposal System constructed or Repaired b y . j�?7 ....... A -------------I............................................................................................................................. ----------- at --------4�4* ---------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 A The St't E ironmental Code as described in .................... the application for Disposal Works Construction Permit NO- ------ -4 dated ...... .............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BEICONSTR ED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............o�............................z��.>---------------------------------------- Inspec Orr, THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Noq.... FEE........................ Rapeal Workii Tanotrudian V"amit Permission is/hereby granted__.___ .................... ------------------------ ------------- to Construct or Repair an Individual Sewa,e-Disposqd System.Vj at No.......... ..... ---- ---- ------------ ........... Streetiw—„; ............................................... as shown on the application for Disposal Works Construction Fer ........ Dated.._.__..___...__..._.___._._......__._._.... ...........----------............................... Board of Health DATE-----.( ---------—---------------------------------------------------- FORM 38908 HOBBS 6 WARREN.INC.,PUBLISHERS l 70 /'�J/ �J f THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Mopuml Wor1w TowitrurtWit Permit Application is hereby made for a Permit to Construct ( k/) or Repair ( ) an Individual Sewage Disposal System at: �____k 7` '' t, Location.Address or t No. / r ..^ '......P.......................v�� Owner j -Address ,.a ------....,------------------------------ ----------------------------------------------- -------- Installer Address d Type of Building /� Size Lot-----) ____`^��_1_..Sq. feet a Dwelling— No. of Bedrooms___, _____________________________ Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) dOther fixtures ----------------------•----------------._...-----...----------•••-••-----•-----•------- ----•------•••-•---------------•-----•---•----•-....--_-_.... W Design Flow.............:..' -tea' ...............gallons per person per day. Total daily flow----------- .................gallons. WSeptic Tank—Liquid capacity/A..Q._Qgallons Length. &. __ Width_'` ..b __ Diameter................ Depth..: _18•.._.. x Disposal Trench—No_ ____________________ Width_..._.--- ---------- Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No..___'__......____.. Diameter_�.__.Q _. Depth below inlet_.__...._._..._. Total leaching area..��1:._�...sq. ft. Z Other Distribution box ( ) Dosing tank ( ) t Percolation Test Results Performed by. 1a-i....6;NpfL..._. .______. Date.......7,r_' _...... ...... Test, Pit No. I.....42ni inutes per inch Depth of Test Pit--------).)....... Depth to ground water_____________ fZ Test Pit No. 2................minutes per inch Depth of Test .Pit-------- .1-±-_-- Depth to ground water........... _ ,,�i ------------------------------------------------ •------------ ••-----------•-•--.__---•---------••--••-•--------------------•--------------•---- 0 Description of Soil',-,� J......� �_�` �4�--t_�4.t.�r.......--�-� �D YhF 0 rt-��`� 45'e 5�-._✓7. -/ �`-,, ...........S�1-� --•• -.� :..__[!�C l _.s -?1 ti-_Z T�l� 54l/s' 2" C ' -rA-.k J V --- -----------------••---i-------------.------- *---------------------------W UNature of Repairs or Alterations—Answer when applicable................................................................................................ ---------•--------------------------------------------------------------------------------------------------------------------------------•-------------.........---------------------..........._---•-- Agreement: The undersigned agrees to install the aforedescribed Ihdivi ual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been is ued/by the t�JOard of health. y t � Signed .. . -N :... 1_....._... .. .... .......................................... �.� .... Dace ........ Application Approved By .................`. . L:�l�........ I�C�-- --------------------------------------------------- ---------------------------------------- Dace Application Disapproved for the following rearms: ............................................................................1.......-- r -- ..............._................... ..,...t. ..�...r......... 1-J- ---------------------------------------- ------' - ... � j� ! Dare Permit No. .. .>:/�.. -q . .. .... Issued may. -_ / . ,J 9MI 'r1-f�'-eTOWN OF BARNSTABLE LOCATION 66—) -tZ /1' AAL SEWAGE # yy� &ILLAGE 12 ASSESSOR'S MAP & LOT ��'INSTALLER'S NAME & PHONE NO. ` `�- OY15TO—W77 CGN-6-r-yyy - FioN 1 \SEPTIC TANK CAPACITY ��LEACHING FACILITY:(type) °T (size) �-►U NO. OF BEDROOMS PRIVATE WELL PUBLIC WATE`R7:-> UILDE R WNER� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No a ;+ 4(1 F-- A� l •-" rc 6`oA A 49 t weep 4.v. 4-4 SEPTIC RAS4eOU C.,1 C f: DESIcv FLI) SEFF 6 TAN d wn cape engtineeralg,' i'►'nc: USE A /L LE.4:HING: S;PCIVIL ENGINEERS BorTo __. orro,v: _ LAND SURVEYORS TOTAL: Rte 6a, YARMOUTH ,•MAUSE:..''. _L/! w � I T.O.F. EL.= 49.8 ± -FINISH GRADE OVER D-BOX= 48.8'± FINISH GRADE OVER CHAMBERS= 48.6' - 48.8'SLOPE @ 2% MIN. OVER SYSTEM 3l4"TO 1-1/2" DOUBLE WASHED r F N F R A I__ N OTF S fPROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& ' RISER TO WITHIN 6"OF FINISHED GRADE ' 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL OUTLET TO WITHIN 6"OF F.G. MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2"OF 1/8"TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. FINISH GRADE F.G. OVER TANK EL. = 49.0�± r-5" DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC @ FND. EL.= 48.7 _ I _ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE } � TOP OF SAS=45.80' PLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" 9" MIN- 9"MIN. CHAMBERS w/PIPED 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL � EXISTING 4" SCH. 40 PVC 36" MAX. 44.80' 36"MAX. BREAKOUT EL= 45.30' INLETS TO WITHIN 6" SYSTEM UNLESS OTHERWISE NOTED. �! ---SE ER PIPE \ _ ! ` SEWER PIPE � OF FINISHED GRADE-� 3" DROP MAX „ L=19't 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN _ 6" 3" 2 DROP MIN 3 9 __ MIN.s�oPe PROVIDE WATERTIGHT ELEVATION =45.30' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A ��JOINTS (TYP.) ��� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF �V. 13' `, * , i SEPTIC TANKOM 4" PVC OUT TO 0 0 0 o o o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 14 �- 45.4 O LEACHING FACILITY o0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. CONTRACTOR TO PROVIDE o00 SPECIFIED DROP BETWEEN 12„ 0 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL �\ OUTLET TEE 45.17' MIN. 45.00� 2' o 0 0 0 °° ono 0 o� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK SHALL VERIFY SIZE 48 VERIFY CONDITION OF \ 00 - AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE o o 0 00 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o - NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE AND DESIGN ENGINEER. 4.0 8.5' (TYP) 4.0 4.0' 4.0' 5 OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. SEE BENCHMARK ELEVATION AS TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 42 80' GROUND WATER ELEV= < 37.80� 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 12.83' PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 5' MIN. ti,�;,- i ,i�;Li 04L, v i V� 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES cQNiIFVEXISTING � CROSS SECTION VIEW TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. +, {� `� {' " " " "� ' DETAILS ELEVATION PRIOR TO ANY WORK & it,j 1 D I ST�1 b U 4 101,4 BOX Lit-TAIL � 20 `�'H 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. j NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE - -- --- - _-� --� -i��----'-`- 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING > TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM Y,� • ! r, APPROPRIATE AUTHORITY. PERC NO. 21-112 pQ 1t 4 . 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED �', . INSPECTOR: David W. Stanton (BOH) • r UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR / -: • ytL `•��� r ( EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. MAP 248 ' - ,• 1 � �� �� ,t . � • „ • C.S.E. APPROVAL DATE: Oct. 27, 1999 LOT 56-01 / j {. �' • a •: • II . Aril 29, 2021 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 1 p f s . .; DATE: P // * new • • " ' tt • . ,• • . ' TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE • . . •, . . MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. 123Tg"W / ` ' `lt P ��' L • •# ` ate.. ELEV TOP= 48.80' I REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, Sa� i ' `•• CO 1 O • i /� +• 1 ,/ ELEV WATER- < 37.80' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). p t ri �� ]' 1t / , 1� 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN / / -a i + �+ c�Cz " .,. •• * 1 • PERC RATE = SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. / I EXISTING LEACHING \ 1 LOCUS ) • ,•• •, ` • " • 16. PROPOSED PROJECT IS LOCATED WITHIN: PIT TO BE PUMPED, Vf e DEPTH OF PERC= � Z ' ' " `'` •` TEXTURAL CLASS: I ASSESSOR'S MAP 248 LOT 42 j / \ FILLED w/CLEAN \ --� • - �• \ SAND &ABANDONED \ ' Y ' U OWNER OF RECORD: KEITH & SANDRA CHAGARIS SWING-TIES \� 49x8' \ 1 C� '; •, }� �` -- : • `\ < ' 011 48.80' ADDRESS: 9 KAY AVENUE HCA HC-2 48x3' 0 ``- it ., ;° -� _ . ZONE 2 Fill , 6 48.30 CENTERVILLE MA 02632 DESCRIPTION // I r';` �`\V /���� •• ~ •;= • ♦ I 1 y A Loamy Sand CORNER OF STONE (1) 13.6' 33-4' <<. f •' „ ` °° • •. 1 a. 10Yr 3/2 ! FEMA FLOOD ZONE X PROPOSED \. 1 { - •• ., , • �- * 18 47.30 a �, r a • • � � • Loam Sand ' CORNER OF STONE (2) 21.3' 13.2' INSPECTION PORT (3) \ `\ 1 �,/ : i• • i • •• 4 ti�,w. • • t• y COMMUNITY PANEL# 25001C0564J ." # •• 17. DEED REFERENCE: BOOK 9752, PAGE 16 CORNER OF STONE 3 30.3 252 �` \ fig. ` - '� `i • • • i• • O 25 0. / t 1 .., : ' t .. 636„ 10Yr 5/6 45.80' i 1 + / =_ CORNER OF STONE (4) 25.4' 39.T 4) t , , ;;' !� 18. PLAN REFERENCE: PLAN BOOK 180, PAGE 155 48x4' TR 2- t i fir ( • • '• f• H Sr i 'S; �+ • ca 48x8' 22.9' r:,.I/' • . z ;i 1• �' • « t \ • t _ 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION- PROPOSED TWO (2) ac ry 48x9' �, 1 ek ��_r �, „ • }` _,,, 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 500-GALLON H-20 LEACHING / O -____. - / �/ • ! lr= i •ter"". r FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY CHAMBERS w/ STONE- f . . - _-__ C� C •l FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. k t �" ` 0 r rf •, Med. to Coarse Sand DEPTHt,�•�•y '` �• • - C 2.5Y 6/6 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A THIN 3"OF FINISH GRADE. A Ilk, p�N/W �� a I REMOVABLE TH EA ED CAP SHALL BE PLACED ON OT EI TOP TO ALLOW FOR INSPECTIONS. PROPOSED DISTRIBUTION BOX J �\ --"- � 1 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL 48x3' 1) °i , \ LOCKS PLAN REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. GAS --..--� G,q S ` 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405 THE FOLLOWING LOCAL UPGRADE APPROVAL Cy/ _.�c 48x9' t SCALE: 1"= 1000' ' C-2 M. 0I-6/W cqs 1 132" 37.80' IS REQUESTED FROM 310 CMR 15.211: 48x8, `� (1.) A 8.5'WAIVER (20.0' - 11.5') FOR THE SETBACK FROM THE SAS TO HOUSE FOUNDATION. 04 / No Mottling, Standing or Weeping Observed HC- / q ) 1 f t 6 1 F-`1 Ii UH f iA DESIGN DATA LEGEND PERC NO. 21-112 #9 ".� S �- ` INSPECTOR: David W. Stanton (BOH) 50xO' EXISTING SPOT GRADE EXISTING � �'� ` NUMBER OF BEDROOMS 3 EVALUATOR: Michael Pimentel, EIT, CSE - -- 50 - - - EXISTING CONTOUR 3-BEDROOM t DESIGN FLOW 110 GAUDAY/BEDROOM � DWELt_ING 48x9' �`� ,qS 1 C.S.E. APPROVAL DATE: Oct. 27, 1999 \\� TOTAL DESIGN FLOW 330 GAUDAY DATE: April 29, 2021 -� 50 PROPOSED CONTOUR EXISTING 1,000 t1� N GALLON SEPTIC DESIGN FLOW x 200 % = 660 GAUDAY I 50 PROPOSED SPOT GRADE Q1 TANK TO BE USED o N 1 TEST PIT#: 2 °�' TOF=49.8'± IN THIS DESIGN °'' t o USE EXISTING 1,000 GALLON SEPTIC TANK rn Benchmark N - ELEV TOP= 48.90 - -- -- �H5 " - EXISTING GAS LINE Top Stoop Comer rn \ o ( ELEV WATER = < 37.90' - O/H/W EXISTING OVERHEAD UTILITIES Elev. = 50.00' t rn PERC RATE _ �y Approx. MSL � - < 2 min./inch* t 0 c INSTALL 2 500 GAL. CHAMBERS W/ STONE w vt EXISTING WATER LINE \ �k m DEPTH OF PERC = 'C" Soil C SIDEWALL CAPACITY TEST PIT LOCATION BUSH' � TEXTURAL CLASS. I �y m (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY \ 1 (25.0' + 12.83') ( 2 ) (2' ) ( 0.74 GPD/S.F.) =112.0 GAUDAY EXISTING 1,000 GALLON SEPTIC TANK \\, I BOTTOM CAPACITY 0„ Fill 48.90' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE 6„ 48.40' cfl t (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY A Loam Sand Y (� PROPOSED DISTRIBUTION BOX MAP 248 14 I (25.0'x 12.83') (0.74 GPD/S.F-) = 237.4 GAUDAY 18 10Yr 3/2 47 40 LOT 42 ` B Loamy Sard ' Q PROPOSED 500 GALLON H-20 LEACHING CHAMBER 17,080± S.F. ` I TOTALS: 10Yr 5/6 36" 45.90' TOTAL NUMBER OF CHAMBERS 2 `pAV �� -qa 1 i TOTAL LEACHING AREA 472.2 SQ.FT. REV. DATE BY APP'D. DESCRIPTION �°oR/1'E- \ROB 1 TOTAL LEACHING CAPACITY 349.4 GALJDAY PROPOSED SEPTIC SYSTEM UPGRADE 1 00 PREPARED FOR: Med. to Coarse Sand ROBERT B. OUR CO., INC. 2.5Y 6/6 h'� 1 LOCATED AT NOTES: \ 9 KAY AVENUE 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF 1 EACH SEPTIC SYSTEM COMPONENT. CENTERVILLE, MA 02632 1 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE I SCALE: 1 INCH = 10 FT. DATE: MAY 21, 2021 PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT 132" 37.90' DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF P 248 12 t _ a 5 �0 20 ao FEET HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. MA 9-g8 �1 - No Mottling, Standing or Weeping Observed a tN °� "4ssc I PREPARED BY: LOT 41 lV77°35'28 �. � � � ) i JOHN �'�� "W M RESERVED FOR BOARD OF HEALTH USE a CHURL R. I JC ENGINEERING INC. 3.) ENTIRE PROPERTY IS LOCATED WITHIN A MASS DEP ZONE II, WELLHEAD j ry �� U Noo4,so 2854 CRANBERRY HIGHWAY PROTECTION OVERLAY DISTRICT AND THE ESTUARINE WATERSHEDS. 48- a 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY // *Perc rate of less than 2 rnpi taken from I 1 EAST WAREHAM, MA 02538 FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS SITE PLAN �. / / / Permit No. 95449 issued 3-17-95 and is on 508.273.0377 IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL !!! file with the Barnstable Board of Health. SCALE: 1"= 10' NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. % Drawn By: MCP Designed By:MCP Checked By: JLC JOB No.5700 3 C �•4•S J` 'p Y"ihi•'� d.N� ,..• 'kR! 4 4 ,,'FPS 'yt•' ,e•fi'k- Y .vjL --... ...- r. .. ll �4k.(`1'?lr4 '+fL�t" `: "^$:"�['+• !t :s >,fr`'S` �r _!' .•a ;. . r ';.- - - —:-..--•-..�..... ._,.._W.. . . . - r .. xy K - _r•h''!�, '1'.n�-y,�' 7" .t'ry� ,, ..1- .. J .,�F 'f. ,{ •j ' i yi'.t wy i - i " ice„ :•f"t ...'. ,.._ r` ,. . .' .. _ '�" ' '«3 �F='.Sj�ar''�r • •' 1 .' .. ... r .. 1'. .a ..,. , ,(..- .„- � _ ,. ` .{. - - ,- d•,.. :i�• - ,t.r ;,4.. ...*;..rTa ^yri^yii `�i�s.4 ...ALe y!*. � ' >' '2e .__. „..•....,:.,,.,...,......:....wrr.+owe,._n•.:w.sn.+..:a•,�..uR.:n::w': ' t L , LOCATION k{a-� ,CA! ,) 6 F ,- �. ,�_� s.. BUILDING ZONE: L_. sgTDra i 7 y '� ` �� ► ~ - ..� r 164 dSSESSO.,'' " A(A? PARCEL -VL' PlOOD ZONE' " ' �' ;f,f/ l / I r ! "f \ ?„"` ,j' '� •"i,,�fytj i�. �s�,!~1t°, .�ltr1+�ak .. �.d�`:a i _'�' �/�rrl/�,ia y'y,,,,ai ,:;; j % `iQ �,t�/ M/A/ • " 'Ad. I r r 3 yll-'. La"u ,+n•d�.;r.;.•Y'/sue-_"'Y'L-_,.•n � 3 f �;� �, ,v ,., r _7 3. r�4�n I':�°�.... Aa� ���/1= J?V1:.5'a:s" �^1�� 'R�►7sL�' .11OTIeD.�y 3'7 . Is.� X,V Lur•. 'J :'€�YJ �.,t�Ly it P�r1 Ztwcs x;�'1"I'3"" y. Sr' r rO Re d.��'1:•&t_�'-ie. ..-',.,� � '- '_� J, '- i r ,�,.c,•-I .,`,sM ��` I� �l _" ,�Y-.--..., E ...., . t • . 3® +i'��' :. /✓ eft AMffyJi� rA '3 r'L a•.(+GiY♦''., .,, • .: . . `' � '/ �'"�•v . ; 1 is ...- .w;.�,:- , ...c.... � v.t�r, p ^ ,.` .t::: „a�.:- +�v+. z>�* ��r �,*°��t���,`:», �E _�SiLS J. , y,�► : ¢may ' ��y!� «::•: .. _... r .. ,. �c 4,1.,•». - g x .:s3 Il.J "3R.' ..:R,;; '., •'.- ;. ej. EL IIt OUGHOUT S.E? i (NOT TO SCALE) SCN �t�-•e" PVC 7'C3 _ S7'S� .�. f w - � / k f - -. ''- .. •4�iFh � ��,"',.,y�� � :��hi• r4n 11{J° � �+R�r'1.�✓1� 9 '�✓'9�`Yi�•;/� �•�l a:�+ ' �. " . . r f �, ' �• ----•}+-� i; I, "K �$•�'irJG• C4r/��'vr Tu K//�—ni�v� s ` r,J':� c:� , • L. I� ��'•,�.-� ' "r•C'�' -=-:.- h �' r'�" +i�9� it�_._ �, o DEPTH OF FLOW= "7t ems, /�FA'cm�1� .�- TEX SIZE:'. it !s+r+•�rd . �, ,�.. "' x •, '` .' �-- P Cr .x • ZNLIrT DEPTI.ir _ /d f " N, r ih," CRUSHED i �,...___._... . «c�'t�. `.,• ,' C ti $O 4<' OUTLET DEPTH - /�' .i T©A L UNDER `� --U.L-;r � ✓ ,� 13 BOA' � ��---• f;' ' � YOUNLAT:cN ---/6 SMOTIL, TANK- 2 �►• Bay rNc FACILITY • �� �•(••��,~ _ •3 ' � d � ,--- �orr�rA+t 'may'- . . DESIC.Y I'L:?m: _._.. BDP.AiS D GPD//BIC m __ _/moo C.P17 f ' l AN �^� �j r� y. . .y /� S/EFy T rL T/A1�WI - ©y] L;PD +Yy �/ .,:. G GALLONS',. IN !F Ci:.)•'.iJ. Cr t.a. G eril��rg Z n�:e! �r ng, inc. � USE .� ,,,,IL-.��_{�_ (r+il:.ON TANK LSE r.'RING: .r .. .... r., ..._.. � ,♦ � �/`1". sv- ,� Es L,tiND 3 r� ' ' BOTTOM I':%...�r::...�. :u . TOTAL: . 1 a} l• y �IR1Y �'� l LYIIY USE: _l / '� _ C '/�l'._, + / +c._ti.f rr r✓/T !!y A. S.S-'�'^�. .-. ,�' ...fl �'` /�-,'b� •+r •' f,,•`:.�,;,,,+ _ ,,•, wm:..mv+..sua...r::...o.,,..m. ..-+emu .-"Y......; ..,r-- ... u ,.,,,.,. . r i� 4 s+- _ r ~ \ .r•,y 0 �, "Aid:l°ti 1. n, +.! .:• f Y. \ ��p^' <� � � a, +� ' G. i� k is 2:. r` "a�_ /'. ' � ..�;_.__. 1 � L-!_ S + ., . l DATE�' ___ -, f — • rrcj 4' = Di Tg ' r.._ .....,..-...... ..... ... •r....• _ ..r.+.w•- ••.-.. 'w.. . .. .arrrr++w.r en �'1�