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HomeMy WebLinkAbout0025 JUDITH EVE LANE - Health 25 JUDITH EVE LA. CENTERVILLE A=192-207 i t No. 42101/3 ORA 0 ESSE TE 10% O O O O TOWN OF BARNSTABLE LOCATION 7-5AADmi Ey6' 44 SEWAGE# LIS VILLAGE V((oLL ASSESSOR'S MAP&PARCEL IC(2-4- INSTALLER'S NAME&PHONE NO. e0mea (3 • ou D��$Tl-8871 SEPTIC TANK CAPACITY ,, r rdtc n Gwoi } LEACHING FACILITY:(type)., cum(3 .5(size) t 1.$3 X NO.ORBEDROOMS 3 ,; x OWNER —,I?j .r. PERMIT DATE:_ COMPLIANCE DATE: -7 I9 Z Separation Distance Between the Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility I.5 Feet Private Water Supply,Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BYT � `.©. 2 5vCI fi1.1 Eve a 3® 19 � t ► � �2 ob q l No: CSC/ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliration for Disposal 6pstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(� Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. oZ 15 �Yv)L-rW Owner's Name Address and Tel.No. 0kvlU_(-r srED f s, S9 140ZLEY -Mo Assessor's Map/Parcel 19;t 2 b 7 AS ZVOC74 €%JE e-A) Installer's Name,Address,and Tel.No. S612-67'7—V7 7 Designer's Name,Address,and Tel.No. 6$:a73_<3 7 Uzi S: ev -1 Type of Building: Dwelling No.of Bedrooms -3 Lot Size S a. sq.ft. Garbage Grinder(X Other Type of Building i7T iL- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided (�'� e to gpd Plan Date X I Number of sheets Revision Date Title as Q" o t'"rW i U E: LAA)F 6 Size of Septic Tank .SO G/a� 7&jr Type of S.A.S. (4� —c� GA4, C4A/q(6X(' Description of Soil Nature of Repairs or Alterations(Answer when applicable) 0 SG C�cl !x.� l,� f� C �L�Di�1 �T�� 'T4yjk, 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. Signed - Date (P 'i 1 Application Approved by Date f� Z3 2 Application Disapproved by Date for the following reasons Permit No. /it�(i� Z3� Date Issued i i No. w ... _._ , .r . Fee /6b THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION.- TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pplirAtion for MispoS .Y 6pstrut Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrad'e•(Y` Abandon( ) ❑Complete System` ❑Individual Components Location Address or Lot No. C lTb{ �- (,N Owner's Name Address and Tel No. 0. t" C►►V t er, Assessor'sMap/Parcel 1U 26-1 As ?uat-r44 LaviE G.II/ GJE#jTMvt<45 Installer's Name,Address,and Al.No. 45112•"q7T.gS 7 7 Designer's Name,Address,and Tel.No.$"6$.•,;-73-0 377 a;� PZ*4m-r g o 01L do Z<.. CXX-1XXZA uG— Zh r, Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft.. Garbage Grinder(X Other Type of Building Q Ej 1I'SOT 1 A46- No.of Persons Showers( ) Cafeteria( ) Other.Fixtures Design Flow(min.required)�} gpd Design flow provided , (p gpd Plan Date (�, -(� X ( Number of sheets Revision Date r Title S TOT,t"TW Eu Id LANE [a&1 ?-f W1 r l� Size of Septic Tank J-'SOD 6d"_WC Type of S.A.S. (4) 1 na G 4 - !�A&AGZC Description of Soil 1���.b ' SEZs Pma 2 Nature of Repairs or Alterations(Answer when applicable) !J SG c: <-rtx,.se-_ h ,dU 67g4eyj SC-.0"TlG 77W-k,. Tb U kid '1 60A r2�.G��gy r i r :n 7n I L1tJ / aC 7Ti 4�� d a CALL aj " a L T 6 AAA) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in r 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 kHealth. (� Co ,. Signed 1� �--^� Date, " 1 Application Approved by Date Lai Z3/1 Application Disapproved by Date for the following reasons 1 r Permit No. 2i�-( Z S Date Issued bh 3 /?_ 1 r � THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance rr" THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(�) Abandoned( )by S- at . :IS .70'01-M/ 6 L4&)6 C V!Li-E has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �(?3rdated � ,? �- P P Y � I Installer k !3 Data,. (M Designer Te-»&U&-4j �%)6 : Dw #bedrooms ®1 Approved design flow 33cffs gpd,-., 1 The issuance of this permit shall n/ot� a construed as a guarantee that the system will'fimction� °desi'gned. _ Date/ / Inspector • - - - - =----- - -- - - ---- -------- ---•---�----------------- No. �1• r a ` Fee - - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bispo$al 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade O Abandon( ) System located at 2-< ,TUD['7Ed i ,I f and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction /must be completed within three years of the date of this permit. Date lC/l ��� . r Approved by ------ - Town of Barnstable rho Regulatory Services ; Richard V. Scali, Interim Director BARNSreet e. MASS. Public Health Division a67g. �� .. Ee ° Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 7-19-21 Sewage Permit# Z 2���,5 Assessor's Map\Parcel 192/207 Designer: JC Engineering,Inc. Installer: Robert B. Our Co., Inc. (RBO) Address: 2854 Cranberry Highway Address: 363 Whites Path East Wareham, MA 02538 South Yarmouth,NIA On 23 RBO was issued a permit to install a (date) (installer) septic system at 25 Judith Eve Lane based an a design drawn by (address) JC Engineering,Inc. dated 6-6-21 (designer) X 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. 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 constructed i fiance with the terms ! of I1,\A aVpsof t.11 (if applicable) ii OFO CHURC�HILL JR. FN (Installer's nature) CMl .41 A Jrer's Signature (Affix De p Here) PL SE RETURN TO ARNSTABLE PUBLIC HEALTH D.I SION. 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. Q:\Septic\Designer Certification Form Rev 8-14-13.doc No. < 6 .-5/ Fee 'Q® g� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYtcation for ]Dizpaal *pgtem Com6tructiou 3permit Application is hereby made for a Permit to Construct or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. a;_ Jvd`R„ CVi 4A 34)mko►-o 4,4rry DFvelor6^4 Ro, i3wX&i N .-_M J 0-1 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. i4 r,K.yT ~�. C o oA.0 i�►a IL ��o-.,j. AgWx-c. hlt �sTaR v; ,4s Type of Building: Dwelling No.of Bedrooms Garbage Grinder(Allj Other Type of Building wooael Fk4" No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3_14d gallons per day. Calculated daily flow ot g2 .gallons. Plan Date f„a ( 21, 12% Number of sheets RevisiodDate Title Description of Soil — tr w ,-- 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 Certifi- cate of Compliance has been issueLLbyV this Board o ealyt Signed (l� Date Application Approved by Application Disapproved for the following reasons Permit No. / C Date Issued ft A'AAI3�'!X"""+�.• ` f, •, +.iX '1 1 �O� /y ,�`�*4pi�Fw9..�'y�� .,�, 7��Sy#�-e2 �i .f•Grt7'1 M"� �y� Y. t] yj�.: F No. /p�6 -S 9 -- ,! � �^-Fee THE COMMONWEALTH OF MASSACHUSETTS i f.. 4 i PUBLIC HEALTH DIVISION,.- TOWN OF BARNSTABLEs MASSACHUSETTS App rication for tg oar �p�t¢Iu c�Congtruction Permit Application is hereby made for a Permit to Construct(YQ or Re an On site,Sewage Disposal System at: Location Address or Lot No. ner's Name,Address and-Tel.N ' EA. R. nT Aj9 0 2 G - Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. HicKny C"A. 7.-,. I, r~o 00.E P,gIC' 13..4y7�,t, ;- A,41c-X,.c o5 lcrt V1 AS Type of Building: -. Dwelling No.of Bedrooms Garbage Grinder(,V0 Other Type of Building Woad P k,,A+nr No.of-Persons Showers( ) Cafeteria( ) Other Fixtures € I Design Flow d gallons per day. Calculated daily flow R gallons. i Plan Date E:o_16 2 11 .p J6 Number of sheets Revisio Date ! Title Description of Soil O r`oS J Gr,„�sue. S ra-..off G V-yj C, 12 1-1Sj=- 2.5 C V r A- - Nt r d S A 4,4 a 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 Certifi- cate of Compliance has been issu by this Board of ea Signed - Date Application Approved by Application Disapproved for the following reasons Permit No. Date Issued i .. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS Certificate of Compliance THIS IS TO CER ,that the On-site Sewage Disposal System installed(>6 or repaired/replaced( )on _. by for 2Lo 24 as has been co gtructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - 2 dated Use of this system is conditioned on compliance with the provisions set forth below: i x.- k . No. ., S Fee �py t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLEs MASSACHUSETTS Oi-gpo5ar 6p6tem Construction Permit j ' Permission is hereby granted to tY 1 e_" A . to construct(V)repair( )an On-site Sewage System located at ---_� �'"t- t- � and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to , comply with Title 5 and the following local provisions or special conditions. i All construction must be completed within two years of the date below. Date: Approved by igmNjF.l F. O v a4-&y Zoos RC AP • MAP 1q2 ?CL 20"1 Ilk V 1, NO \ � ( y �� _•t : : . t � � cgs 2'� 1 i � d OF r� lip $ULLI YM r�. N0. 33 M OF CiliilA. � BAXTERv y.y r 1� I - �.4Sl�t� DATA EE'T I o Z �5 1 W61-s FAM IL`( 3 FSsr.>Rcrm �E tJ0 GA¢13ALQ GzIQD EfZ- -PAI L. tww = 3 x I I o = !3 30 tvG7 LA, 6G;f-1T62-V a_4.6 SWnC- TAN4 &6o UsF- 1500 6AL. LAG l}I1.IG 5`(STGK t7�f I611 , 4F U GAMDW AZEA MP'D, Sf APP06A-InoN AVzA D9516N TTo�rl AP.a✓AZ40 SF ti ErN 1. OF L.EA441IJL Trr�iJCA roTAL AMA _ 4$o SF f"t oe. PEzl-o .AnN ATE L S titiv��.�u �• SOF Ol tH Of PERMA. SUURAN A: SmkxTm W 24MN NO. -lazTim4 or 7MWA .c► Or�„ 0 4IN1/. INV. 4� ���7" E Ltd T3zF-►�Ek � i 97.x Bvx 9�'��t7� l �'$ s 4AL. Cl S TAW- Cos>r1s'F 4P 2 Cotirt£ ��. ' ` 'VELOP FZoFtlE- �S' Et•s9 f fEz-nFiGD I' -oT tPLAIQ P 1 ;.2•Z/qd SG,4L�- { Qp' 'DATE FL93 2.i,i944 ru�o s� I G�szT1�`f T't-SAT 't-t•IE vw�l�+� SI�owN PLAI,1 2E�ENC.E- 4ezEDIJ COMPL`1S WI714 T}F- SIt>eQWB A►. PL `BIL 3z& PC,. 7-'7 '5MA4K. 2EOUIIZEMEWT OF T1•{E 'To►UN OF 13Aa4O SUSAQt� 11, 6T- L1K.4TEJ W(r l•I t J A w MAP' �4`Z.. pAl?1.t=L. Z 07 seal. FLU NAZA znl.�>*. BAxTErz Nye iwc- LMv SL)IZV CC6 • aq&1ti4SEV4 LLD 6 1914' 05TE�yiLL.r o MASS. OFFSETS VY-oM bV IC.DIO&5; 5PWLD NOT' BE, USED Tb -1%T bWSt,.I f�0' =T*-/ L►►JE4, AppLIGANT',' Swam D� i _._ bl PROVIDE EXTENSION RISER WITH COVER FINISH GRADE OVER D-BOX= 66.6't FINISH GRADE OVER CHAMBERS= 66.6' - 67.5' PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE ('`�Nj��A� !�I('��"�S TOF EL.= 70.6'± OVER INLET&OUTLET TO WITHIN 6"OF REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED F.G. FOR BOTH EXISTING 1,500 GALLON RISER TO WITHIN 6"OF FINISHED GRADE STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION TANK& NEW 1,000 GALLON TANK INSPECTION PORT WITH ACCESS 2"OF 1/8"TO 1/2" DOUBLE WASHED t METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 21"MIN.ACCESS 5" DIA. OUTLET(S) 4" SCHEDULE 40 PVC BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES- FINISH GRADE � � MIN SLOPE 1% STONE OR GEOTEXTILE FILTER FABRIC @ FND. EL.= 69.2'± F.G. OVER EXIST. TANK EL.= 68,3'-69.0' F.G. OVER PROP. TANK EL.= 68.7't COVER(3TYP.) 1 ; 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE TOP OF SAS= 64.00' PLACE RISERS ON ALL DESIGN ENGINEER. 6"MIN. 3.5'MAX. CHAMBERS WITH ii 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTiNt� PROPOSED 9 MIN. MAX. 63.00' SEE NOTE 23 INLET PIPES TO k SEWER PIPE 4"SCH.40 PVC 36' MAX SCH.. . PVC BREAKOUT EL= 63.50 WITHIN 6"OF F.G.""' .G. SYSTEM UNLESS OTHERWISE NOTED. „ _ TO D-BOX _ � ': 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2 DROP MIN. » L=11 ± L 30± co gPROVIDE WATERTIGHT a ELEVATION =63.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A - 3"DROP MAX. ' �" lj'--�_ JOINTS (TYP.) CONTRACTOR SHALL 14" mn �= Z"DROP MIN. 9 MCI. I SEPTIC TANK4" PVC I 4" PVC OUT TO I o O D 0 co�b� D O 0 o i THE LINER S NOT40 MIL R LESS THAN THE REAKOUT ELEVATION. ANE LINER IS PLACE AT LEAST FIVE ET FROM S.A.S. AND THE TOP OF r� o 0 VERIFY SIZE AND 4' MIN. ` 66 4,* 14" O LEACHING FACILITY oo w o 0 LIQUID 4'MIN. 0 M 0 0 5. SLOPE ALL SOLID PIPE AT 1.0/° MINIMUM. CONDITION OF EXIST. � � ( ao SEPTIC TANK. LEVEL LIQUID 66.00 12" oo 00 j 66.25' LEVEL 63.67' MIN. 63.50' 2, o 00 0 o 0 6. THIS SYSTEM IS DESIGNED FOR A DOMESTIC GARBAGE GRINDER. CONTRACTOR TO OUTLET TEE o0 00 T LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK j PROVIDE SPECIFIED TEES TO BE CENTERED 6"CRUSHED STONE 0 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS DROP BETWEEN DIRECTLY UNDER RISERS GAS BAFFLE GAS BAFFLE OVER MECHANICALLY o 0 00 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH INLET AND OUTLET INLET TEE TEES TO BE CENTERED COMPACTED BASE 3.0' _ 3.0' CONTRACTOR SHALL VERIFY 5 8.5' (TYP) 3.5' 3.5' AND DESIGN ENGINEER. CONDITION OF EXISTING TEES DIRECTLY UNDER RISERS OUTLET DISTRIBUTION BOX I .83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 70.00, 6 CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 40.0' (TYP.) AND REPLACE AS NECESSARY OVER MECHANICALLY ,- ,� �- �� �- �� 1 , ESTABLISHED ON TOP OF A HYDRANT BONNET BOLT AS SHOWN ON PLAN. COMPACTED BASE LENGTH 8 6 WIDTH 4 10 DEPTH 5 8 BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV= < 55.1 O CONTRACTOR TO VEkiFY EXIST"iNG tLEwW fiON E'Kfoi� (DIMENSIONS PER ACME-SHOREY) PIPES TO BE LAID LEVEL. 61 .00 _ 5 MIN. �' �� �`y9 11.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. 4 500 GALLON CHAMBERS LjER ��,��• y �`Y� THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES EXISTING 1 ,� -N SEPTIC TANK PROPOSED � ,Q(� .�N SEPTIC TANK TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. ��'�° '' " ' ' n. _ _ �' ^ " ' O DISTRIB�.��''�'"' OX DETAIL H-20 �I°� " �' r)r_1 ' r)ETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALE - NOT TO SCALE _- NOT TO SCALE NOT TO SCALE -- - _- 11. N DETERMINATION HAS BEEN MADE AST COMPLIANCE HZONING ---,,�_ TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM PERC NO. 21-105 APPROPRIATE AUTHORITY. 'j y �S / y ; J '%� l ;r `% , '• i �' INSPECTOR: David W. Stanton (BOH) 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR EVALUATOR: Michael Pimentel, EIT, CSE j �j moo- J S TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. - ' Oct. 27, 1999 s _- . ,,.--�-,>• ,-=��,.�- � C.S.E. APPROVAL DATE: MAP 192 � - r �' April 27, 2021 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. LOT 207 1 �\ IGt ,�_ i/l'�r DATE: P 18,512± S.F. , I , n r a ', / ubI1C TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE I; : Ott ZONE I! Landin, MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. _ V P= 60' `� A ELEV WATER = REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ELEV TO 66. I . . ' , FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). z MAP 193 - - . : ,G �,� r < 55.10 j LOT 228 ! { t�. �E ; ti i 1• PERC RATE - 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN /l l' C .�h'�_ SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. #25 - .�L .' 7.r • j '�� DEPTH OF PERC= 16. PROPOSED PROJECT IS LOCATED WITHIN: EXISTING I \ N • / �� - • . ',, 3-BEDROOM i I \ ./ "', W ASSESSOR'S MAP 192 LOT 207 (7 ' • •- ` ` ' . TEXTURAL CLASS: I DWELLING ) Q • ` '�: �I • ��-'� a 4 • 'I i ' ' "" �` OWNER OF RECORD: STEPHEN & SARAH HURLEY, TRUSTEES MAP 193 - LOT 73 '�HC-1Q�/ '• • I OF THE "MAGGIE MOLLY CAPE TRUST' � / m Ol//" :sr; -a'' �` 0�� �'� ADDRESS: 25 JUDITH EVE LANE ° ��' `! r • . .� q Loamy Sand 10Yr 3/1 CENTERVILLE, MA 02632 I • • �. ., LOCUS - 6' 66.10' i�iC _ - r w _ `, r' Loamy Sand FEMA FLOOD ZONE X TOF=70.6'± / -� �Op /' ''�• �• * 4• • `� • �• B 10Yr 5/6 COMMUNITY PANEL# 25001CO561J EXISTING 1,000 GALLON / �L' / • ' 17. DEED REFERENCE: BOOK 31691, PAGE 86 -_sC.°1 42" 63.10' SEPTIC TANK TO BE C` C-2 / O / \ • • goo • �`��� •! , �, \ f � y�� / O �,/ • • •� >� j. `fir�) 18. PLAN REFERENCES: 1.) PLAN BOOK 326, PAGE 27 2.) PLAN BOOK 648, PAGE 7 USED IN THIS DESIGN _ ___�- - (� •� '` 'P,. / _.._. • . . ,1 c� C / 2- i • • . . • • . . - tt��� ( y 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. .� • • . \. . . ( 'p 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY -L.P /rO O D`b�� • ; ._`. R' •`p �Ff �, ,Q '� FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. y�? � ' / �� h`L' / • •a } F} �' 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A EXISTING LEACHING TRENCH I /y / / " •) `l (4� '' Fine Sand DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A 4'W x 60'L x 2'D 70 B I \ 9 / / // / `l •=I G1 _J ' _'fly. •.- w .• :• C 2.5Y 6/6 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. ( ) _ ABANDONED (APPROX LOt - - -- - 6 _\�y / / // �M�Nt • 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL PER AS-BUILT CARDS ,('� .r1 (1 8 \j pPJ REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. LOCUS PLAN 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE (2 iv ��w / / �O „_ APPROVAL IS REQUESTED FROM 310 CMR 15.221(7): y e�S �yS w / // SCALE. 1 - 1000 138" 55.10' p (1.) A 0.5 WAIVER (3.0 -3.5) FOR THE MAXIMUM COVER OVER THE H-20 SAS. No Mottling, Standing or Weeping Observed LFOEI`�I� -= < - h TEST PIT DATA � ss � � ���I� SAT'/' ' PERC NO. 21-105 5 Jx0 EXISTING SPOT GRADE SEPTIC TANK DESIGN IS BASED ON THE USE OF DOMESTIC GARBAGE GRINDER PER 310 CMR 15.223(1)(c). INSPECTOR: David W. Stanton (BOH) - - 50 -- - - EXISTING CONTOUR -LSA- ($ (4 \ � / TOTAL NUMBER OF BEDROOMS(EXISTING) 3 EVALUATOR: Michael Pimentel, EIT, CSE �S / C.S.E. APPROVAL DATE.- Oct. 27, 1999 PROPOSED CONTOUR TOTAL NUMBER OF BEDROOMS(DESIGN) 3 DATE: April 27, 2021 50 PROPOSED SPOT GRADE I f - PROPOSED J ! BOX DISTRIBUTION �qS\ / vQ� DESIGN FLOW 110 GAUDAY/BEDROOM TEST PIT#.- 2 GAS - EXISTING GAS LINE ,J� v TOTAL DESIGN FLOW 330 GAUDAY ELEV TOP- 66.60' ! Q- - --- E f T,/C EXISTING UNDERGROUND UTILITIES 12 �� USE EXISTING 1,500 GALLON SEPTIC TANK(1st tank in series) ELEV WATER - < 55.10' f ^ � `r Q u, - 8„ Q h� / USE PROPOSED 1,000 GALLON SEPTIC TANK(2nd tank in series) --W V, EXISTING WATER LINE ? ? '0 ry / PERC RATE _ <2 min./inch* „ N w I / 12 Jo SEPTIC TANK SIZING: DEPTH OF PERC= "C" Soil TEST PIT LOCATION FIRST TANK IN SERIES: TEXTURAL CLASS: I � � (� EXISTING 1,500 GALLON SEPTIC TANK DESIGN FLOW x 200%= 330 x 2=660 GAUDAY (MIN. REQUIRED) MAP 192 12 Y DESIGN CAPACITY = 1,500 GAUDAY (PROVIDED) TP 1 1 Benchmark USE EXISTING 1,500 GALLON SEPTIC TANK(first tank in series) O O O PROPOSED 1,000 GALLON SEPTIC TANK LOT 99 / '4 12" Hydrant B.B. �2 '� 11"/12" 1 Elev. = 70.00' 1 - 0'; 66.60' -a SECOND TANK IN SERIES: q Loamy Sand PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE f 66� Approx. MSL SWING TIES 10Yr 3/1 / 10 DESIGN FLOW x 100%= 330 x 1 = 330 GAUDAY (MIN. REQUIRED) 6' 66.10' DESIGN CAPACITY = 1,000 GAUDAY (PROVIDED) DESCRIPTION HC-1 HC-2 CB/DH Loam Sand 0 PROPOSED DISTRIBUTION BOX O USE PROPOSED 1,500 GALLON SEPTIC TANK(second tank in series) g Y 14 ! � y SEPTIC COVER IN (1) 29.6' 20.5' -- 10Yr 5/6 Q PROPOSED 500 GALLON H-20 LEACHING CHAMBER \ / 67xII' �. .�J 67x7' SAS DESIGN IS BASED ON THE USE OF DOMESTIC GARBAGE GRINDER 42 63.10' 17" 4 5) CB/DH , SEPTIC COVER OUT(2) 33.2' 18.1' -- PER 310 CMR 15.240(4). EXISTING 67x3 REV. DATE BY APP'D. DESCRIPTION / CORNER OF STONE (3) 55.4' 37.8' 54.0' SAS AREA INCREASES BY 50% WITH USE OF GARBAGE GRINDER. PVC VENT � 8' c6) ,118' � ! PROPOSED SEPTIC SYSTEM UPGRADE CORNER OF STONE (4) 56.3 342 46.7 SAS AREA REQUIRED = (DESIGN FLOW/LTAR)x 1.50 PROPOSED 4" SCH. 40 V u' pJ�" � PVC VENT; EXACT (330 GPD/0.74 GPD/S.F.)x 1.50=668.9 S.F. (�' PREPARED FOR: CORNER OF STONE (5) 96.0' 74.0' 24.8' 67x6' LOCATION PER OWNER SAS AREA PROVIDED=680.5 S.F. % I ROBERT B. OUR CO. INC. PROPOSED 67x8' CORNER OF STONE(6) 95.4' 75.T 36.7' �4�tiZ,ti Fine Sand INSPECTION PORT C 2.5Y 6/6 NOTES: INSTALL 4 - 500 GALLON CHAMBERS W/ STONE LOCATED AT 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM SIDEWALL CAPACITY 25 JUDITH EVE LANE ;x5 MAP 192 COMPONENT. (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY CENTERVILLE, MA 02632 LOT 208 (40.0' + 11.83') (2 ) (2' ) ( 0.74 GPD/S.F.) = 153.4 GAUDAY 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. SCALE: 1 INCH = 10 FT. DATE: JUNE 6, 2021 67xT PROPOSED FOUR (4) REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST BOTTOM CAPACITY 138 55.10 0 5 �0 20 ao FEET OF 67 , 500-GALLON H-20 LEACHING PIT DATA. (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY No Mottling, Standing or Weeping Observed �tN �,xr' 40.0' x 11.83' 0.74 GPD/S.F. = 350.2 GAUDAY oya r PREPARED BY: - CHAMBERS wl STONE ( ) ( ) 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A MASS DEP ZONE II, WP OR GP DISTRICT, BUT IS a CHURVILL JR. N�, JC ENGINEERING, INC. �,50, LOCATED WITHIN THE ESTUARINE WATERSHEDS. TOTALS: N 41807 a 2854 CRANBERRY HIGHWAY h0 ��� 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE INSTALLER. TOTAL NUMBER OF CHAMBERS 4 *Perc rate taken from Permit No. 96-59 I EAST WAREHAM, MA 02538 N SITE PLAN INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE TOTAL LEACHING AREA 680.5 SQ.FT. dated February 28, 1996 on record with the , 508.273.0377 SCALE: 1"= 10' SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. TOTAL LEACHING CAPACITY 503.6 GAL./DAY Barnstable Board of Health. - ` Drawn By: MCP Designed By:MCP Checked By: JLC JOB No.5685