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Home My WebLink About0053 OLD MILL ROAD - Health 53 OLD MILL Osterville A = 141 - 045 r TOWN O BARNSTABLE �J LOCATION S3 0�, / i,. /C SEWAGE#,20l9'- /11 VILLAGE 05/rra'l e ASSESSOR'S MAP&PARCEL IV/ 0 Yr INSTALLER'S NAME&PHONE NO.Z_V1gx_c_ [.S 6'c� - S o B'�fd8 5So1Q SEPTIC TANK CAPACITY /5-00 66/ (A(-to LEACHING FACILITY:(type)o2`Sdo 601- (size) /a.83 X NO.OF BEDROOMS o2 OWNER C Jq R_C1,-t a J,4 PERMIT DATE: COMPLIANCE DATE: 17/4j 'pZD(�l 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 CAR_ B / J 3o 30( i � 4 No6Po l ^ ! z� 7 , Fee 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:�! PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pphration for Misposal *pstem Construction permit Application for a Permit to Construct( ) Repair(kf'Upg?ade( ) "Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. S.3 0 19 J4' 92 • Owner's Name,Address,and Tel.No. OSTert,;ffe 17#.1 �,l a,�,, b�d=663 Assessor's Map/Parcel /y/�aY•5" �- . C ./'/Tu v,464tt7' Installer's Name,Address,and Tel.No. Designer's Na rn,Address,and Tel.No. ;1kJr /Y�}so,v 8r�e e �a411-�g'T r ' Y-PX F%C-_ A Sv'Cy - S'Ce(i6.,Z4, �sten.�llc sog-�.?8-5�a2 «9 2Y1tqq- hX46 S - a9-goSS' Type of Building: Dwelling No.of Bedrooms Lot Size 41.'�'87 sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33o gpd 'Design flow provided .349 gpd Plan Date 1eC.3 k.10l3 Number of sheets Q, Revision Date Title Size of Septic Tank t,000 g Type of S.A.S. oZ"SOO 661, 0.t C-S " `1 6j,rte Description of Soil 4S per- 80 t k(7 C O,. P(G A Nature of Repairs or Alterations(Answer when applicable) ?v rVu)*-VV%V e1 u 6 NHS CeSs ppo 6 - t 1 [o A ACtJ lI9---o U X - oZ-del c��wi(x�S s�.r ro�.+e�� , �f` 0' lya� 5Tow- 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 o ealth. Stg Date S6oZD/� Application Approved by Date S 0 Application Disapproved by Date for the following reasons Permit No. `t Date Issued 5 0 m --------------------------------------------------------------------------------------------------------------------------------------- r ° f 2dE0, No7r Fee /Q 0 3 7 Entered in computer: THE COMMONWEALTH OF MASSACHUSETTSYes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS plication-for Dtsposal.6psteut•(Construction Permit Application fora Permit to Construct( ) Repair(A'j<Upgrade'( bandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. S3 G�� f`t' 'x' Owner's Name,Address,and Tel.No. _ Ca.S f rrVl I�F f f� H��J�I�t{;y �iZ�• 3°`�-Jr'/�'c.6� Assessor's Map/Parcel y/�o�/5" (r§ 09/-M i (",3.cha r7G��rT Installer's Name Address and Tel.No. Designer's Narne Ad re s,and Tel.No. �r' /yitsu w h1GlG y(),,#ICC lifl,� v r,.Cy — ;-jcy\r 7�,C �;erv, Iir �1q �C�, ��IQ h,lti•1�1 Soa UO3'5' Type of Building:. DwellingNo.of Bedrooms l . Lot Size y ��7 sq.8. Garbage Grinder('v Other • -Type"of Building ` No.of Persons - Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .330 gpd Design flow provided 3Z18 gpd Plan Date C. ; U t?J Number of sheets C, Revision Date Title i ocuo / Size of Septic Tank I ��f Type of S.A.S. o�" �U y �A�. C h(r)��/'S /j' u`7wl Description of Soil So. ( 40, p l &m Nature of Repairs or Alterations(Answer when applicable) �V'st%VAV Cc 5 s po 3 — t v1 S l (l rv\Cci o(-SZG`5f3�•Chrlrtl�JCiw.S !tQr- V �1� if' l�faf 5`jG#1C P � + 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 o ealth. Sign Date r/q Application Approved by Date 0 Application Disapproved by Date for the following reasons 1 Permit No. Date Issued 4 --- -------------------- -------- '----------.- .__.: _., ----------------------------------------- ` THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (ertifitate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(A,< Upgraded( ) Abandoned( )by J Po re't n c �6nS l ra,,�j at 33 Ojo//xl//j" j/c'r//i C has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No?�CV J ICI 7 dated Cl installer�aRt"t qC /YaCC- Designer a-)y;,D #,J56 4"' �frl r( #bedrooms y Appro jin&w .317/8 gpd The issuance of this permit shall Meons' ed a guarantee that the sy t§em wesigned. Date l Inspector T r No. -!/. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction permit Permission is hereby granted to Construct�� ( ) Repair(�, Upgrade( ) Abandon( ) System located at SJ 016 /g/ ` Q, Jcy, r 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 eLco p eted within three years of the date of this pe t. �� '�� Date f Approved by Town of Barnstable OF tHE Tp� ti Regulatory Services. . Thomas F. Geiler, Director + BARNVABGE 9� : g Public Health Division MA ATE p rna�°i Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 ` Installer & Designer Certification Form Date: �� 20 Sewage Pe rmit# 40111' /y? Assessor's Map\Parcel Designer: nstaller: Zr-.c.c t1G.eCd 'J� Address: �w'C. l � Address: g �d'rolavi On �5'8"f �J �`l k 0 was issued a permit to install a (date) (installer) septic system at 63 DO, RIU R� -�-y�. 0Ldbased on a design drawn by ,, i (address) Y � dated 1212,01-7,01 (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. 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. N OF4.f oz� DAVID ye,y B. c l MASON (Installer's Signature) v .0.No.10s 6� C'lST6P All T esi r s Signature) (Affix Designer's.Stamp Here) PLEASE RETURN TO BAI NSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE: OF COMPLIANCE WIIL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD .ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Healfh/Septic/Designer Certification Form 3-26-04.doc 28122 4 ,6-3 5—0 2--20 1 e-- NOW, THEREFORE, -e —vgyc ig. zel,m don hereby place the='r (owner's name) following restrlctlon on his above referenced land in accordance withNS agreement with the Town of Barnstable Board of Health, which restriction shall run-with the land and be binding upon all successors,In title: _63 old' Ails Ruu& , D Sle-y1•/Z— /A 1., _may have constructed (address) Upon the lot a house containing no more than IA o (a) bedrooms. emu. & agrees that this shall be permanent deed (awnar n name) restriction affecting aac located on 5��/�/�li`lfi�'vwP 61 ��-MA, and being shown on,th® platen1,r6corded In Plan Book �"�Y , Paged L s Or on Land Court Plan For title of Sib/I&/ lead g bet e following deed: Book IAIJ14Page /yS Or Land Court Certificate of Title Number Executed as a sealed instrument _ • day of /??AC4 �f Owner's signature Owner's signature Owner's signature- COMMONWEALTH OF MASSACHUSETTS �--� SS ; ao 1`�t Then personally appeared the alcove-named known to me to be the person who executed the foregoing instrument and acknowledged the same to be free act and deed, before me, rotary Hiu►tf,F,;; , My commission expires: h ' f.� �.vy�.,.��i�orE•• � =E (date) _ 6 MEUSSA ABRAMS �� Notary Public t ' 4 COMMONWEALTH OF MAS&CMU$ M My Commission Ezpir$s_, �� +��`•+;��1T ,�'r ` March 9,2018 %,,•aca, ;�s:, BARNSTABLE REGISTRY OF D R. ; Bk 14692 Ps 195 =3695 32 a 1:13 - 59r� DEED WITH RESERVED LIFE ESTATE I, CAROL B. MARTIN (formerly known as Carol B. Buster), of Osterville, Massachusetts, for-consideration paid and in consideration of ONE AND 00/1.00 ($1.06) DOLLAR, grant to CARLETON B. CROCKER of 17 Highland Drive, Centerville, MA 02632 and JUNE B. SMITH of 942 Main Street, Osterville, MA 02655,as.TENANTS IN COMMON, with.QUITCLArm COVEiVANTS , the land together with the buildings and improvements thereon situated at 32 Old Mill Road, Barnstable (Osterville), Barnstable County, Massachusetts on the Northerly side of a right of way leading Northwesterly from Old Mill Road, and bounded and described as follows: Northerly by land now or formerly of one Lindquist, fifty (50) feet,more or less; Easterly by land now or formerly of Frank Webb, and shown as LOT B on a plan. hereinafter mentioned, and by said right of way, ninety-five and 54/100 (95.54) feet,more or less; Southerly by land. now or formerly of one,Beaumont, fifty and 8/100 (50.08) feet, more or less; and Westerly by land conveyed by A. John MacQuade and Rita A. MacQuade to one James W. Bundy by deed recorded in Barnstable_ County Registry of Deeds on December 10, 1945 there me asuring ninety-four and 8/100 (94.08)feet, more or less. Said.premises are conveyed together with a right of way over a twelve (12) feet right of way to and from said Old Mill Road as shown on.plan hereinafter mentioned, Said premises are subject to a right of way over the Southerly twelve (12) feet of the within described premises and conveyed by said A. John MacQuade et ux to said Bundy, aforesaid. Said land is shown as the Easterly portion of Lot A2 and that part of said twelve(12)foot right of way adjoining said Lot A2 as shown on a plan of Subdivision of Lot "A", October 1937, Bearse & Kellogg, C.E., as filed with Book 56 Page 65, in Barnstable Registry of Deeds. For title see deed of Chauncey B. Crocker dated July 16, 1959 recorded in Barnstable Deeds Book 893 Page 387. See also Vacation of Judgment recorded in Barnstable Deeds Book 12646 Page 218... LAW OFFICES OF RESERVING TO THE GRANTOR HEREIN, THE RIGHT TO USE, OCCUT- y JOHN R ALGER,PC AND ENJOY THE PREMISES FOR THE REMAIND S PARKER ROAD ER OF HER NATURAL LIFE. , P,O.BOX 449 OSTERVRL.e.MA 02655-0449 - Bk 14r�592 F•� �.96 x3�95 WITNESS my hand and seal this!, f�1 day of 2 . Carol B.Martin COMMONWEALTH OF MASSACHUSETTS COUNTY OF BARNSTABLE DATE: Then personally appeared the above-named CAROL B. MARTIN and. acknowledged the foregoing to be her free act and deed, before me TARY UBL T My Commissio xpires. f� BARNSTABLE REGISTRY OR DEEDS -w,- •-� �i I 11 j�-! 11 I t-i 4 I I -, I i I , , { i_ I _1 I-I f % I' y ' - k i--- i -- I 'i -- I --- _( .. -I- -- - - --- - - - 1 ----- -- -�- _' i I '-�/�'1�C l� L' DY �- � ;-- — --- I I ii I -- I -- ! - • + j I -dos I t- / �� GGGJJJ�� LQ- - _ LT7T I ( - � ! i t I - i - i I -- S I �-� I-i �" i i -iJ/'��•1 � /1 ' -I �l. �C.. - I '_ � .� -I- I 1110 - I_i l i i ' I I I ? i i (. � i I _!-J I I i ( I-t ? -�„! r, j -I-•1 � I I I {-' ' � ' _0 `- I I� i-' -I I t I I J i i if J I Ii i �TA� /16 � r . ■■n■■■ W■■W■■W Hn ! ■■■■■■M n■ ■■■■■■■ _■■W ■�■■n■ n■■DSO I' ��■■M■nHWWnnn�i i i■ ■ . , nn nWn■W HW 0 ME ■MOM■®nW HHHWn H - - - - ---MIME■=H ■■H ■■■n W■ ®■ �SO NOMMmIMEN■W ■■W■■W ■■■ n■_■■o■■WnWOM■ W■OMOM■n■�■n ■■WHOM ■■EMSEEM No No n®■■■■n® W mm■■W � n WuaW■n■ ■ W ■■■M■■MOM■n nW■■W ■ m ■B a ��■WW■■■■�■ ■■n■■ ■nW W■n■■n�■■ nn■v ■ nW■�■W n■■ n■■■■nnn■M�■ n WHOM n■� ■■nn■■H■■■®■■ ■ . o■ ■ E�■■IiME n®ii■ ■ ■■i ■�■innnn�Wn■ H■®n■W■■�■■■ �n ■W■■BW ■■H®■IMEEMIM W■■n■■■H mom® MISSION EMISE _■ n ■■ ®nnnWESSE ■ ■WW ■ ■ MIN ■N■ ■■ ■mH rW■�■ n r ' ■W ■■-nu■■W� ■■■■■WHOM iu �■W Viso■■■■ nun nW� MEME■W■s■■■■ w �■■■■ n®n �t■'W H®■WH �� nME ��-�� ■■n■®WW■■ W■■ ■■�W■ EN N■■ WOMMMIN ■_■WW■■W■■- ■■1� MSOM ■��WWnni■ii��■ii��■■■ni■u■in ■ ■ H■®Winn■�■WWI■■W■Munn■■ OMOM■W ME ■umW■■H®■WOM■■WnOM■■■■W MOM ■� ■ ■ ■:�■�W■■■■®■WWnW■■W■■■■H ■�■ a■OMWW■W�■WWnW■■WWm■ ■ �WWM■ W ME MUWMn■H■ OM■W ■ ■HOME■EMEN ■■ '"�■'�"■i■WW■Wi■■®■■Wi■■Wu■ OMW� ■W■a■W■■■■■�■WW■■OMMW■MMMW■W Mi ■W W■OMWnm®■�W■■W■■W■■■■W OMWnW NO ■■SIOWH■ W■ �. ■®■. 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LOCATION S3 0 f SEWAGE# VILLAGE COS/e.�/� e ASSESSOR'S MAP&PARCEL INSTALLER'S NAME�&PHONE NO. SEPTIC TANK CAPACITY /Sd0`Gi9l r/�'�D� LEACHI?G FACILITY:(type)o2-S00 6/7l ff-oW) (size) /02.83 X - 140.OF BEDROOMS o2 OWNER CIF}1?-Ct; "C►t.( cxuo Ckc(^2 PERMIT DATE: S S'"�y COMPLIANCE DATE: OZ0(t/ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Wa?er 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 j /+{_fie h'ru A41 Zook I ALI -a a3' t vet -3.a8 30' - 4- 14=M c nAokr Cc%,cR E Town of Barnstable P# - Department of Regulatory Services ? g Public Health Division Date 200 Main Street,Hyannis MA 02601 Md Date Scheduled Time / Fee Pd. Soil Suitabirlitv Asses ent for Se e Dis osal Performed By: Witnessed By: LOCATION&GENERAL INFORMATION Location 3-3A D 1� Owner's Name eeo nA(� A 6-s+- Address es [rig- �2 vfi� Assessor's Map/Parcel: %y/ Engineer's Name ./ �y,e/Q .L+•�!%yt - NEW CONSTRUCTION REPAIR Telephone# [and Use Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft - SKETCH:(Street name,dimensions of I ds in proximity to holes) r Parent material(geologic) Depth to Bedrock Depth to Groundwater:Standing Water in Hole: Weeping from Pit Face - Estimated Seasonal High Groundwater DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level P RC LATION TEST Date Time Observation y Hole# L� Tim eat 9" Depth of Perc Time at 6" Start Pre-soak Time Q j Time(9"-G') End Pre-soak Rate MinAnch Site Suitability Assessment: Site Passed_jpSite Failed:' Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC 1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 7 % ID +�. rt 11 A DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon . Soil Texture Soil Color Soil - Other ` Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Mao: Above 500 year flood boundary No— Yes Within 500 year boundary No es Within 100 year flood boundary No �es_ Depth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring pery terial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the dep of Ily occurring pervi us aterial? — Certification q� I certify that on I V (date)I have passed the soil evaluator examinati n a proved by the Department of Enviro en Pr tec' and that the above analysis was perfo ire me consistent with the required training,expertise ri escribed in 310 CMR 15.017. Signature i Date � 'P1 r Q:VSEMC\PERCFORM.DOC LEGEND i r5 $ ' ! WATER SERVICE LINE —w [Jz , TEST PITS � BURIED GAS LINE ' A EXISTING CONTOUR . 99 TREE CLUSTER PERCENTAGE OF LOT COVERAGE ` w LOT AREA 4787t S.F. 0. Otevv311e t EXISTING STRUCTURES 20.5% GRAVEL DRIVEWAY 5.2%- 1"o vc . � TOTAL COVERAGE 25.8% � $ S WATER LINE } f 3 LOT Al' �d0 ` ( 0 w EXISTING LEACH GAS LINE LOCUS M A P TO BE REMOVED SyF� . PLAN REF: 56-65 DEED REF: 14692-195 '°z?s w ASSESSOR'S MAP: 141/045 G EASTERLY;PORTION ZONING: RCS of LOT A2 SETBACKS: 20 —10 —10 °gyp — — — — — — 4787 S.F FLOOD ZONE: C • o oRT — — — — — — — o .. . d:1 ACRES . —.#53 _-- o PANEL NUMBER: 250001 0016 D - - — — — — — 1992 DATED JULY 2 GRAVEL ?o — — — — — — / OVERLAY DISTRICTS: `MA ESTUARY PROPOSED DRIVE 100.5 10� - — - AP S_ — �. , SEPTIC PLAN a' d MfASON rn DATUM N NED O G \ y SPIKE SET J 07 8ft v ,9 No 1066 � c� LOCATED AT: ; El100.0 0� . / LOT B fi�15T�� 53 OLD MILL ROAD PR 0 GSED/ N �� f . STERV J PROPOSED H-20 /� CHAMBER TRENCH ®� PREPARED FOR:. ^? \ ov OF ®c�pJ1NOTER"f1SS9: CARELTON CROCKER sTEPHEN � . DECEMBER 31 , 2013 J. ► N/F 9 j v DOYLE �IN. �A�MONT cr,� A- -13 37559 P REV: MAY 7, 2 014 O � SS gyp da REV: REV: ' YANKEE LAND SURVEY CO, INC. GRAPHIC SCALE . ��O � �F 119 ROUTE 149 20 NOTES: << R�'� Y MARSTONS MILLS, MA. ELEVATION DATUM ASSIGNED TEL: (508)428-0055 FAX: (508)420-5553 1 inch = 20 ft. TWO BEDROOM DEED RESTRICTION REQUIRED. Lyankeesurvey0com cast.net www.yankeesurvey.net SHEET 1 OF 1 JOB#: 54961 JM r SEWAGE SYSTEM PROFILE V1 EW N.T. S . ?: T.O.F. EL 101.5' . FIN GRADE = 100.2't (o RISERS cD FIN GRADE = 100't 1/8" TO 1/2" DOUBLE WASHED STONE ® 3" THICK OR GEOTEXTILE FABRIC 20" 20" Db1. DIA. FIN GRADE = 99.5't DW EL 99.14' 8 MIN �--- 8.5' —�{ INV EL DI _ INSPECTION 98.0' 10" MIN. 14" MIN INV EL. RT oN L 97.0' INV EL �— 97.45' 97.7 INV EtN. 6" V EL BELOW FLOW LINE g7,2g7.05' 0o r�LIQUID LEVEL 48" EL 96.17' 1�1 °GAS BAFFLE STONE a • a. l. _ ___ _ _ ___ _ EL 94.17' ` PROPOSED " ST GALLON TANK DISTRIBUTION BOX 48" • 3/4" - 1 1/2" •48" PRECAST REINFORCED CONCRETE DISTRIBUTION!BOX DOUBLE WASHED STONE TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A DISTRIBUTION BOX SHALL HAVE WATERTIGHT COVER 25' r MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON MINIMUM WALL THICKNESS = 2" THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE MINIMUM INSIDE DIMENSION = 12" PROPOSED CHAMBER TRENCH cfl CLEAN-OUT MANHOLE. OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3" 2" MINIMUM BELOW INLET INVERT. ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL ALL HAVE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9" EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE INVERT AFTER ALL LINES HAVE BOTTOM OF SOIL PIT. EL 87.75' TWO 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS BEEN SEALED IN PLACE. NO GROUND WATER OR OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE AND REDOXIMORPHIC FEATURES OBSERVED MIDDLE ACCESS PORT SHALL BE 8" DIA. MINIMUM. NONDEFORMABLE MATERIAL PERMANENTLY FASTENED TO THE LINE OR THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT SETTLING. TO PREVENT SETTLING. SEPTIC TANK CAPATICY: VENT REQUIRED — 220 GALLONS AT 200% _ DESIGN DATA: PROPOSED — 1500 GALLON TANK TWO BEDROOM = 2 X •110 = 220 GPD REQUIRED FLOW FIN GRADE = 99.5't1� 12.83 1 I NO GARBAGE DISPOSAL ALLOWED _ .. . xoz USE: CHAMBER TRENCH 251 X 12.83'W X 2' EFF/DEPTH 34" .,'a' .'• ° 6•: (25' + 25' + 12.83 + 12.83) -X 2.0 = 151 S.F. ° •��;• .• 24" GENERAL NOTES: 48" • 58" 48" 1. ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP 25' X 12'.83 320 S.F. . TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 47'1 X'0.74 — 348_ GPD TOTAL DESIGN FLOW FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF TRENCHES ONE ` 2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" NUMBER of uNrrs = Two OF FINISHED GRADE -PROPOSED LEACH TRENCH -.'END VIEW 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF INSTALL TWO 500 GALLON UNITS WITHSTANDING H-10 LOADING 'UNLESS THEY ARE UNDER OR WITHIN 10' WITH FOUR FEET of D WASHED STONE AT SIDES AND E ENDS OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN T.P., #1 PERC <2 M/INCH T.P. #2 PERC <2 M/INCH 10' OF DRIVES OR PARKING, UNLESS NOTED. . 4. THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY..THE LOCATION EL. 99.75' 0" EL. .99.75' o„ OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR „A„ HARDENING DRIVEWAY „A„ HARDENING-DRIVEWAY . ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. 10" 10" 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA. UNLESS OTHERWISE NOTED) 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL ,BE „B' „LS„ 10 YR 6%8 "B" "LS" 10 YR 6/8 - SOIL DATA: - MORTARED IN PLACE AND SECURED TO UNAUTHORIZED ACCESS. 28" (EL. 97.42') 28" (EL 97.42') TEST DATE: 12/5/13 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. SOIL EVALUATOR: DAVID MASON 8. EXISTING SYSTEM COMPONENTS — IF ANY — SHALL BE ABANDONED PER MEDIUM MEDIUM TITLE 5 REQUIREMENTS. „�„ SAND 10 YR 7/6 �C„ SAND 10 YR 7/s HEALTH AGENT: DONNA MIORANDI IRS r 9. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT YANKEE EL87.75� 144» EL87.75' 144" SURVEY 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. t 10. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR No G\WATER OR No G\WATER OR COMPARABLE MEANS IN ORDER, TO LOCATE THEM ONCE BURIED. REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES SHEET 2 OF 2 JOB#: 54961