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HomeMy WebLinkAbout0203 OLD STAGE ROAD - Health V 203 OLD STAGE RD. CENTERVILLE A=189 - 080 --- SIX UPC 12534 %2,��,,,153LOR HIIR�TINQO.MN I } No. r ? Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -'TOWN OF BARNSTABLE, MASSACHUSETTS es ftpliLation for 30isposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. A03 00) sw4ciiE� A1) Owner's Name,Address,and Tel.No. z �{ ICA-r&4r Heb W i� i TKA-Z I WY5e Assessor's Map/Parcel w2 AioC.c3@! 9d L CIE- 203 OLA g c t.°' Installer's Name,Address,and Tel.No. Jl'og-W"-99-77 Designer's Name,Address,and Tel.No. 54AS-2:5-0'-2.-77 tL��L - g,e?J� cz SS �"� Lv Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building A (Z)6LT y No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) !We gpd Design flow provided C,S gpd Plan Date ,-a2-AO,;L0 Number of sheets Revision Date Title Ab 3 0gazi vin4c� :z2acD "71 Size of Septic Tank a 600 j Type of S.A.S.CM Soo 4Qf,� Description of Soil /(,�� 4,t eCAA) Nature of Repairs or Alterations(Answer when applicable)' uS4S j -M, &JCX 1 ,000 (Sgu_t2r.) Se-r 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 Healt SS,igned Date l " 3 0-J4 0X Application Approved by Date s , Application Disapproved by Date for the following reasons Permif No.X�-�=63 q Date Issued f/3A .. No. Fee a THE COMMONWEALTH OF�MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION *'TOWN OF BARNSTABLE, MASSACHUSETTS es 01pplication for Disposal *pstrm Construction Permit J Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System Individual Components X Location Address or Lot No. a C3 5� � � Owner's Name,Address,and Tel.No. , ICA-tAC MCDW14 ITKAc;'1 WYS,E' Assessor's Map/Parcel d Installer's Name,Address,and Tel.No. o5t7Q..4(.-1- 5�,7 7 Designer's Name,Address,and Tel.No. 506_X93 0377 P.06aD r a O o x C!a SC 455 J4&1 0 ezacu-Cx"=ADC. —3 Type of Building: Dwelling No.of Bedrooms - Lot Size 13 { sq.ft. Garbage Grinder( ) Other Type of Building --�-` „�, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided c!!; Z gpd Plan Date I-d2-)- al 0 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. (31 so ;p� -w Description of Soil � -AA 2) Nature of Repairs or Alterations(Answer when applicable) 00 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. SignedC. Date Application Approved by Mf Jill, "*W Date} Application Disapproved by T Date for the following reasons Permit No. :�QZO_ n�3t/ Date Issued 1 2/7 /-R(2 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(K) Upgraded( ) Abandoned( )by e Ti_ ��q ` do at �7— � has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. r dated /I /fin Installer 46 0Q2 ( wo dram Designer :Vy _j r lF 3,)d 1 A 1G. 3 #bedrooms Approved desi n flov� gpd The issuance of th's pe .t shall not be construed as a guarantee that the system wi 1 fund 'o as designe Date 7 1 d Inspector 1 J I a --------------------------- ----------------------------------------------------------------------- ----------- --------------------- No: 7 Fee ..�-- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Nsposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair(x) Upgrade( ) Abandon( ) System located at aO 3 6)(4 C ) � 0 C61SJT&"4 E K 95 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 /� Approved by W C f Town of Barnstable Regulatory Services Richard V. Scali, Interim Director BAMSrABLL MAWPublic Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 2-Ll- 20 Sewage Permit# ZAG--03 Assessor's Map\Parcel I gg 80 Designer: SC Enottne.ertny j S ylc _ Installer: Q,064 $. ov- r Co, Address: 2,85`I Cror�be.r-ry Address: 363 WWl es Qom 5Ou Yorniu✓1vt rt,� p2(vby Cask tuar�J�narn � yet 6253$ On I— 30 ' XO_A42� 6 o was issued a permit to install a (date) (installer) septic system at Z d 3 G ld SA a5e- ( Oad based on a design drawn by (address) �G Cri,�ioee-c-it) TO dated l a�unr7 29, ZoLa. (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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. 1 certify that the system referenced above was constructed i iance with the terms of the RA approval letters (if applicable) H OF MaSsgcyG � CHURCHIRCHILL.IR. (In taller's nat re) CML .41 A� nSE r's Signature (Affix D=Dl ,19J0N_ p Here) PL TURN 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. Q:\Septic\Designer Certification Form Rev 8-14-13.doc CRPE COD RUILDINC.e INS�E Richard Davis �ECRfEn 1230 Newtown Road MAY 5 q Cotuit MA 02635 HEALTHDEPT. TOWN OF BARNSTA 508-420-0260 LETTER OF INITIAL LEAD NON-COMPLIANCE DATE F-A �/a Dear This letter is to certify that I inspected the property located at apartment no. V_t , and relevant common areas, in the city cr-town=of i r�w�e�ucr�e , for dangerous levels of lead according to 105 CMR 460 .730 (A) through(F) : Procedures For Initial Inspection,Regulations for Lead Poisoning Prevention and Control, and determined that there were VIOLATIONS. The inspection was conducted on Please be advised that Massachusetts law requires that only certain residential surfaces be free of lead paint . (Deleading must be done by a .licenced deleader MASS. state law) NOTE: A copy of the report must be on site at the time of re-inspection which is after the deleading process . STRIP ALL WINDOW WELLS OR COVER WITH FLASHING. SEE NOTE FOR FURTHER REQUIREMENTS. DO NOT PRIME OR REPAINT UNTIL THE INSPECTOR HAS SEEN THE BUILDING. NOTE: MASS. GL CHAPTER 111 S.S . 190-199 Requires that : On both the interior and the exterior of any dwelling, loose offending paints or putty, regardless of surface or height, must be removed. The surface should then be sanded, reputtied and repainted with a non-leaded material in order to reduce further deterioration. Any chewable surface within (5) five feet of a standing surface must be. stripped to the bare wood and repainted with a non- lead paint . FEDERAL LAW 24CFR Part 35 Dated 1 April 87 requires stripping be done to the (5) five foot level and as above. ** As of above date of regulation Si erely, it will be the responsibility of the owner to be aware of ' any future changes in the law. Richard Davis I 1074 Inspector Licence # Report # a©as At the time of inspection children under 6 were living in the house 0 YES 191NO 0 INCONCLUSIVE Lc, 3 7 � ti r► No.....L2.... __2 Fmc................!.......... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH - - OF.......... .. .................... Appliration for Dispaiial Works Tonstrnrtiun Vamit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: PY Location-Address or Lot No. Ow r q\ 12 Addr s. - �.. .. ............... 1__1rlL.�=----------_......... ..... C4:S .P'��f.,---------•---...------•------ Installer Address PQ d Type of Building / Size Lot............................Sq. feet V Dwelling—No. of Bedrooms.............-__t_...........................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures .----•----------------•------•-----•-----------------.._....---------•---•----•---------------•------------------------------------------...-------•- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity_____:______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..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) a Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f%, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------_................. R'+ 0 Description of Soil--------- �---- --- ..__•..............•-•------.........------------•-•-•------------•-•------------------------------.......----- x --•---------------•-••-•--•-•-•---•--------------------...----------••-------_.. U ---•----------------------------••-._.....---•-•-=-••---•---------------------••••----------•------------•------------------- -----=---------:-------- -----------------------------------------------------------------------------:, --- p U Nature of Ii�Ps or Alterations—Ans r when pplicable.__.__ s__ __ ola _ __i_-°�Ce`�gPO° ......... ----- ld4o__ 1�--®=N- �°'�--'----------� r�::---...(� S'' --------�`-j?-------._�P'�!:�sA.�.........f a:�_,- ►cry �. Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i s of the State Sanitkn de— The undersigned further agrees not to place the system in operation until a Certificate of Compliance hasis ed by t eboaLof h. Signed. _... ..---- - ------•••....................... ...... q Date ApplicationApproved By.................................................................................................... Date Application Disapproved for the following reasons:_____________________________________________________________________________-•--••---____. -------____ _ •--------------------------------•-••---•--------------------------------•-------•-•-------•-------------------------•---••-----•--------------_...----------••--••---------------------------•...._..__ Date PermitNo......................................................... Issued....................................................... Date t: --3 ' No.... - � •_.... Fps.............................. THE COMMONWEALTH OF MASSACHUSETTS �. BOAR® OF HEALTH .................OF:....... s Appliration for Uispnatt1 Works Tnnitrnrtion Prrmit Application is hereby made for a-Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: . /, I R 0, e� 0 Location-Address �v o^r�Lot No (� } �� _Gs _......... s.t��=a Ow ei j Addr ss Installer Address UType of Building Size Lot___________________________S q. feet �-, Dwelling—No. of Bedrooms...........................................Expansion Attic ( _ ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ----------------------------•--- • . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............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..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-___-__-___-___-----____ -----------------------------------------------------••------------•---....-•-------------------...------------......--•........... O Description of Soil .-( "' ...... x :`- ...-•--•-•--•-----•--------------------------------------••-----•------------------•------------------------........-------- , U W - --------------------------------------------------------------------- •-----------••. ---------- -------- ----- U `Nature of lfaN or.Alterations—Ans er when applible..__:_ - j Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with .the provisions of li.s.,4 5 of the State Sanit Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance ha ben is ued by t e board of h th. Signed. ....... :.. ..----------------------- .........................�J7..._ Date ApplicationApproved By.................................................................................................. Date Application Disapproved for the following reasons--------------------•---.........-----------------------•----.------------------------------------•-•••-----_----- ----------------••---••---------------•-•-------------------.......••-•-•--------._.........---------•----------------------••--•---•--•---••--•-------•---- ........................................... Date _ Permit No......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OFF HEALTH ..................� ................OF.... .!. ''.. ......:.................................... Trxtifiratr of fin mpliana THIS(!S TO .ERTIFY, Tha he Individ al ewage Di System constructed ( ) or Repaired ' ) .......... = •------ -------------- ------- -•--- ------- .... -. le: �` f� , stal has been installed in accordance w i the provisions of T'71��ff'' 5 0' The State Sanitary Code as described in the application for Disposal Works Construction Permit No ... ................ dated-....... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FUNCT O SATISFACTORY.DATE......................... ......................... Ell . '---•..---- Inspector........:............... , ; - ---•-•---------------------- COMMONWEALTH 7 OF MASSACHUSETTS BOARD OF, tHEALTH j� ..t.-.(�`�..�4................OF..-. :: 'ZED NOp ................. FEE........................ �i��rr� n ��an,�trnrtuan rrntit - Permission is hereby granted ���. , to ConstrtwA ( or Repair ) an Indiv dual Sewage20�0�SU system ( / atNTo. ._.._ .. " �!1......_ :. _. ---- 1 �' ! `--,-/-.....-•-•-----------------•-----......................... Street -1 as shown on the application for Disposal Works Construction ermit No .... Dated..). ........ .` -•-•------------- - DATE oard of Health ------- - ------=---•------------•-•-••-........-------------_... �' FORM 1255 HOBBS & WARREN. INC., PUBLISHERS - TOWN OF BARNSTABLE LOCATION L) ®LD S4qgQ RV SEWAGE# 026 '-034 VILLAGE ASSESSOR'S MAP&PARCEL Igo 000 INSTALLER'S NAME&PHONE NO. -Rob4A 8 OUR Co. AV y77-88g9 SEPTIC TANK CAPACITY. 000 11 LEACHING FACILITY.(type) bSODq (size) NO.OF BEDROOMS y OWNER K&4�,e M�c��v��, Tra- ® Ll1yse PERMIT DATE: '-30 ®o90aRZ COMPLIANCE DATE: .02- 07 0 RZS Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 0 I Feet Private Water Supply Well and Leaching Facility(If any wells exist on NIA 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) /V1 A Feet FURNISHED BY b8rYL g 0 V Q CZ> A — 4 S� cl%ooi�es) �;t 3 0 O 8— (JAC) C6Mbdr) 3A3 ('130j) Igoe ' Q Crank Ou-9 q' C—a (Tank Dv�) a7' ® o g ' &C1C off- Rouse- -07 ' a o 3 OLD STAA e D VAN OF BARNSTABLE LOCATION ® 1., SEWAGE VILLAGE Ce Jtni J\t• ASSESSOR'S MAP 6z LOTM-fTq `rs CN INSTALLER'S.NAME & PHONE NO. Coal v� �'3�-►��►��`LS SEPTIC TANK CAPACITY r d ® O LEACHING FACILITY:(type) tMLSb LP - 1-10,041 1(size) 1100 /-100 NO. OF BEDROOMS #lL PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER ��- DATE PERMIT ISSUED: cCxsI DATE .COLIPLIANCE ISSUED: VARIANCE GRANTED: Yes No X I 4 �r Alva� ' J I . do3 T' FINISH GRADE OVER D-BOX= 40.2�± FINISH GRADE OVER CHAMBERS = 39.$' _ 40.5 GENERAL I� T1,�=S PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS FINISH GRADE OUTLET TO WITHIN 6"OF F.G. MIN SLOPE 1% 2" OF 1/8" TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL ' F.G. OVER TANK EL. - ' BOX TO F.G. (SEE NOTE#21) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 41 .0 ± - 40.3 ± 5 DIA. OUTLETS) 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 20' MIN.ACCESS 1 DESIGN ENGINEER. COVER(TYP.OF 3) TOP OF SAS = 3$.rj3' PLACE RISERS ON ALL -EXISTING 4" PROPOSED 4" 9 MIN. 9" MIN CHAMBERS WITH I 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PIPE 36 MAX. 37.80 36" MAX. � INLET PIPES TO 6" OF SEWER PIPE BREAKOUT EL= 38.20 FINISHED GRADE f SYSTEM UNLESS OTHERWISE NOTED. 1 I 6, 31' 3" DROP MAX L-18�t 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2" DROP MIN 3 9 PROVIDE WATERTIGHT I ELEVATION = 38.20' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A MIN.SLOPE @ 1 i� 4" PVC IN FROM JOINTS (TYP.) oo�� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 14" ! *38 5'+ SEPTIC TANK 4" PVC OUT TO 0 0 0 0 0 0 00 O 0 CD o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. O LEACHING FACILITY o0 0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 00 0 0 0 CONTRACTOR TO PROVIDE CONTRACTOR SHALL CONTRACTOR SHALL \ OUTLET TEE 38.17' M?N.11 6 38•00� 2' oo o 0 0 C:) o 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SPECIFIED DROP BETWEEN VERIFY CONDITION OF INLET AND OUTLET VERIFY SIZE AND 48 � o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE 00 600 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY oo 00 _ o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE AND DESIGN ENGINEER. 5 4.0' � 8.5' (TYP) - 4.0' 4.0' 4.83' 4.0' OUTLET DISTRIBUTION BOX TYP ) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 39.78, L ------� TO BE INSTALLED ON A LEVEL STABLE 33.5' ( ESTABLISHED ON A NAIL SET IN A UTILITY POLE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 35.80' GROUND WATER ELEV.= < 29.50' 12 83 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION FEXISTING 1 ,000 GALLON SEPTIC TANK PIPES TO BE LAID LEVEL. 5 MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 3 - 500 GALLON CHAMBERSr�AMBER END VIIuV 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAIV RER DETAILS TO THE DESIGN ENGINEER. TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. �- - -- 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTES: • o`�a • �� r(l/� TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM �t ' ' r ' • '. PERC NO. TPT-20-10 - APPROPRIATE AUTHORITY. 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE I '' • •' 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED . �. • ` • ,• • �► • . INSPECTOR. David W. Stanton, RS OF EACH SEPTIC SYSTEM COMPONENT. k�X- ' �' ' • - UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR x� MAP 189 •.• �a ti•.w EVALUATOR:Michael Pimentel EIT, CSE 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF lc x` X-�X LOT 55 - • '; TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. '�X` U . �� • �•+_-.-' / C.S.E. APPROVAL DATE: Oct. 1999 THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH / k�X_ _ i_ f " ��• •� JQ DATE: January 21, 2020 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. x40.8 8 -�?"� . • •' •' • • '' !:� • y 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM AND UNSUITABLE MATERIAL i< .•+ 5 •. • ••• R TEST PIT#: 1 IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHED. ^rn : • ••••: •(00 •' �� • . ELEV TOP = 40.50' UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER M of x40.5 / ' • Q UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A ,`_' a 4"/8" •� E . •• •� '.~ `..�r I • 1�',�' ELEV WATER = < 29.50' �, � • � • • r � � �� o '� ; 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE 2 M /, • • • �' '� d D PERC RATE _ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. /iU °` d. S74o f' ,' t • .• •� q 2 p, P Q . • • F CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO Z .� / 4p,,E (� Q, o �`"• DEPTH OF PERC = 12" -30" 16. PROPOSED PROJECT IS LOCATED WITHIN: BE INCORRECT. �c� x40.6 CONC. PAD 11p.pp� • O •a 00 mil/ (3) TP 2 4 (TYP) SHED / •� BM 60 • ! TEXTURAL CLASS: 1 ASSESSOR'S MAP 189 PARCEL 80 a .4 e m ``• • •• `\ LOCUS ' • • OWNER OF RECORD: KATHE MEDWIN 10.0, / _ a PROPOSED INSPECTION PORT TP 1 40x5 I �� - - TRACI L. WYSE (2) / ; •' Rp .. • • . �`J" �� • 0" 40.50' ADDRESS: 203 OLD STAGE ROAD J 't Beechwood ` j�% Loamy Sand 40x5 . A CENTERVILLE, MA 02632 k I .• . . .o } .. 10Yr 3/1 PROPOSED THREE (3)500 / ` _ �e ?� GALLON LEACHING CHAMBERS / / • •� \ \ • • • ry "-• • H • • ' f i 12 Loamy Sand 39.50' FEMA FLOOD ZONE X W/ SURROUNDING AGGREGATE / / O / j �` % o• • // �ti �` COMMUNITY PANEL# 25001CO563J �c / • ! • • ,i' . • `+ •• // • '�•• .l► �' Perc 24 38.50 • 4 '.r c. • I/r" 30" 38.00' 17. DEED REFERENCE: BOOK 23766, PAGE 296 EXISTING LEACHING PIT TO k x40.3 WOOD DECK O� / • • • ` r J'�� = = r ";�• .•�' Vl • • BE PUMPED, REMOVED, AND / / //6 P. # ti REPLACED WITH CLEAN k PLATFORM ; . • M HC-1 � b y r • X• • • • 18. PLAN REFERENCE: PLAN BOOK 139, PG. 153 4 an err COARSE SAND �c "� h : • • BPI% ` • • • r �, 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. �� / --� / • f _, E��� ` •Ve _ 5C• 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY / I f "~ ! O 1 J v"� • FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY : ` ' �*• . � _. , • Med. - Coarse Sand / 0 x40.3 / / / �o ( o f • ,� • ,� • �,. C 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PROPOSED I I / O / - - DISTRIBUTION BOX / / l Ir�f�✓�I -�� • ! �• fiu� l 'I * r' _�I r .. 21 DEPTH OFO THE TBOTTOM OF HE SAS AND EXTEND TO WITHIN 3" OF FINISHED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL OSGRADEITION OA / HC-2 SLAB FOUNDATION /� / / 1g 4, li Seo REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. EXISTING 1,000 GALLON SEPTIC TANK 22. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND TO BE UTILIZED IN THIS DESIGN LOCUS PLAN - APPROVALS FOR THIS PROJECT. SCALE. 1 - 1000 #203 I / WATERLINE z / 132" 29.50' (APPROX. LOCATION) � >c ® EXISTING / o No Mottling, Standing or Weeping Observed / 3-BEDROOM DWELLING 1 TEST PIT DATA EXISTING LEACHING PIT (APPROX. DESIGN DATA LEGEND LOCATION) TO BE PUMPED, FILLED WITH >c )(� z PERC NO. TPT-20-10 CLEAN COARSE SAND, AND ABANDONED k `X�k\ FFE = 49.2'± W X 50.0' EXISTING SPOT GRADE AV X\ / o NUMBER OF BEDROOMS (EXISTING) 3 INSPECTOR: David W. Stanton, IRS x � OUT . _ + W�\ / / NUMBER OF BEDROOMS (DESIGN) 4 (PER ORIGINAL PERMIT#87-35) EVALUATOR:Michael Pimentel, EIT, CS E - 50 EXISTING CONTOUR 1 FFE 40.8_ �2 O. V �, �� w / DESIGN FLOW 110 GAL/DAY/BEDROOM C.S.E. APPROVAL DATE. Oct. 1999 � PROPOSED CONTOUR x - / / W / o/ TOTAL DESIGN FLOW 440 GAUDAY DATE: January21, 2020 TEST PIT#: 2 0 MAP 189 k / / / DESIGN FLOW x 200 % = 880 GAUDAY 50 PROPOSED SPOT GRADE LOT 79 I DECK Q / ELEV TOP= 40.50' - 4v - - - W _ EXISTING WATER LINE k o I / USE EXISTING 1,000 GALLON SEPTIC TANK k / M o ELEV WATER= <29.50' O/H/W EXISTING OVERHEAD UTILITIES 1 I c� "' / PERC RATE = GAS EXISTING GAS LINE IFFE = 40.8'± b` N o / _ _ TEST PIT LOCATION BIT- DRIVEWAY / a } INSTALL 3 500 GALLON CHAMBERS w/ STONE DEPTH OF PERC TEXTURAL CLASS: 1 O Q EXISTING 1000 GALLON SEPTIC TANK SIDEWALL CAPACITY 0 ti (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE N I / Z � 33.5' + 12.83') ( 2 ) ( 2' ) ( 0.74 GPD/ S.F.) = 137.1 GAL/DAY ./ IG/ -2 ( 0" 40.50' MAP 189 r � Q" O PROPOSED DISTRIBUTION BOX o' I I w Q �u BOTTOM CAPACITY A Loamy Sard LOT 80 I / - 10Yr 3/1 O PROPOSED 500 GALLON LEACHING CHAMBER W / 13,312± S.F. I I / / / ; Uj (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY 12 Loamy Sand 39.50 ® Benchmark iH1 p� (33.5' x 12.83') (0.74 GPD/S.F.) = 318.1 GAL/DAY B 10Yr 5/8 Nail in Utility Pole U r i / I I I � i / \ /� O � 24" 38.50' Elevation = 39.78' / \ 0 Approx. M.S.L. #578/2> °/I/W / /H I I / TOTALS: D /W\ / Q \ / /UQJ TOTAL NUMBER OF CHAMBERS 3 REV. DATE BY APP'D. DESCRIPTION0/1y _ 2 o / TOTAL LEACHING AREA 615.1 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE DMH \ / o/y/ 9560 , VV I TOTAL LEACHING CAPACITY 455.2 GAL./DAY PREPARED FOR: C Med. - Coarse Sand °/y�W 2,5Y6/6 ROBERT B. OUR CO., INC. \ / °'H'W LOCATED AT /W\ ° 203 OLD STAGE ROAD -�` \ R� CENTERVILLE, MA 02632 EpGE 0 -AqV� SWING-TIES \' MFNT ` �(� ��° °'H/W o h�L l 132" 29.50' SCALE: 1 INCH = 10 FT. DATE: JANUARY 28, 2020 S l Cp/N I l N OF 0 5 10 20 40 FEET V/,q /W o 3� No Mottling, Standing or Weeping Observed < DESCRIPTION HC-1 HC-2 �4p'IN/pE CANE \,� / / < \ 'n � KAYO `b /W /o� - -- - -- -- JOHNL �G PREPARED BY: CORNER OF STONE (1) 25.7' 15.2' UT) \ �� o/y� / RESERVED FOR BOARD OF HEALTH USE L W JC ENGINEERING, INC. CORNER OF STONE (2) 18.7' 29.4' " ca 2854 CRANBERRY HIGHWAY W / CORNER OF STONE (3) 29.6' 37.0' \\ / U.P. 18T EAST WAREHAM, MA 02538 1 CORNER OF STONE (4) 34.5' 27.2' SITE PLAN #�9/20 508.273.0377- -- SCALE: 1" ' 10' �� / Drawn By: SJI Designed By:SJI Checked By: MCP JOB No.4994