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HomeMy WebLinkAbout0021 ROUTE 130 - Health (2) 2 I 2c�� I�� � � p— oc��-� �e��� 04 S M E A D KEEPING YOU ORGANIZED No.10334 2453L BMDE W USA GET ORGANQEDAT SMEAD.COM TOWN OF BARNSTABLE LOCATION 4!i'" tSx�) SEWAGE# J0-,'q Z(6-.2S VILLAGE ASSESSOR'S MAP&PARCEL COb3 INSTALLER'S NAME&PHONE NO. •G.t f _s'�'1 i— �� SEPTIC TANK CAPACITY LEACHING FACILITY. (type) 'IZL"TCG. (size) . ��•�3 K � NO.OF BEDROOMS OWNER �1�Oit-t.SO� PERMIT DATE: _frt-,e4 -•, 4 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility .¢• [Q Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) M I& Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) —}-(.CO Feet FURNISHED BY J d� r v� C Ar 43 4- �q" Jt 1, f� No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ppfication for Misposai 6pstem Construction Permit Application for a Permit to Construct( ) Repair(�) Upgrade( ): Abandot,( ) ❑Complete System El Individual Components Location Address or Lot No.a ,}�_ 110 C*4-w4 A A ' Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Ins ller's Name,Address and Tel.140. D6signer's Name,A dress,and Tel.No.PO 977 f.SA-d '- .7MW 43%6 VM A44 CLs Sll'lA ja?¢F ;�.�icl' Spy I Type of Building: Dwelling No.of Bedrooms r Lot Iize O,�(A Ulf5sq-ft. Garbage Grinder#0) Other Type of Building ee.51 , � .Sr^'ti'b No.gPersons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 34o gpd Plan Date in 1 a i Number of sheets �. ,ram Revisions Date Title SED tf t r � t!—r—e AILQA 12 a( 04- 130 Di4'''"-S�A'/_ Alta. to Size of Septic Tank �, Type of S.A.S. (W I F16cs Description of Soil CA PLCF 54-1) Nature of Repairs or Alterations(Answer when applicable)S�b._,A_12�rc1f IFOVp Al 60 j..K ( .SS04-ems ti .�r .d� „�e�✓ SAS let e-c.-b 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 Environmen a and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ed Date Application Approved Date Application Disapproved by Date for the following reasons Permit No. � — Date Issued I O' No. C '""'7' 6i �,� w y Fee ✓ �`�� . A Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS w sw. � ,. . , Yes PUBLIC HEALTHDIVISION . TOWN OF BARNSTABLE, MASSACHUSETTS 20plication for Misposal Opstem CDnBtrartton 3pPrmit Application for a Permit to Construct( ) Repair(+') Upgrade.( ,).�Abandoar( .) ❑C'bmplete System ❑Individual Components Location Address or Lot No. "y t fR�� �� 1'?j' G w QA, Oers Name,Address,and Tel.No. rt Y,• Assessor's Map/Parcel P4/C� Installer's Name,Address and Tel.Igo.4 � 1=`" :.Eftner's Name,Address,and Tel.No.PO 1/77 F..SA-11.., Type of Building: V Dwelling rNo.of Bedrooms 73 Lot Size O. r 3,A c&ssgwft. Garbage Grinder Y) Other Type of Building 1c e.$o jr-k'A �^cr'�r/ANo t!of Persons t .; Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3&0 gpd Design flow provided 34a gpd Plan Date 10 m' cCC 1' Number of siheett{ss� s.A-kevision/�Date FA Title .5F./J P 1 t �»�f P M C�/111 k 1 U�t , 30 '^"'-�`CS / v �'/t L4 Size'of':Septic Tank:, l: c�0,0 e) l- Type of S.A.S. (Wltr,6cs Description of Soil CyLyr,^r?_ ©Pt ' Nature of Repairs or Alterations(Answer when applicable)4,0 I01,G /� .•+k ��s .t��J�I s,�.t j f; Date last inspected':� ` E Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental,C and not to place the system in operation until a?Certificate of Compliance has been issued by this Board of Health. ^^Si ed Date r t, Application Approved by 11 'f� Date ` Application'Disapproved by Datefor the following reasons Permit No. ("� /.'"", C��"� Date Issued 1 f 1141 6 `- 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS r Qtertificate Of Compliance , THIS IS TO CERTIFY,that the On-site Sewa dsDis osal system Constructed Repaired Upgraded Abandoned(. )by f.:5 �%�..$ C. 7-► t (flu t\I.S ( /C�►t.!<<at►.1 at tt ttii / C`?ta .t f �-' has been constructed in accordance 1 q with the provisions of Title 5 and the for Disposal System Construction Permit No -0-7-3dated / ! Installer Designer &,Ni l.&crY?6aAQ.l.(k S4K&,n:;jZM..Z��Z #bedrooms P A U Approved design flow ,S t� gpd The issuance of this permit shall not be construed as a guarantee that the.system will funcJ io`'a designed.. ' Date �/ '"� Inspector ( ,L No L Fee /00 T THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction 3PPrmit Permission is hereby granted to Construct( ) Repair((oj Upgrade( ) Abandon( " System located at -/3 ,z 77) CN and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with CN Title 5 and the following local provisions or special conditions. Provided:Construction/must beeco m pleted within three years of the date of this permit. Date ( �/ / Approved by � r FEB-26-2022 02:57 From: To:15087906304 Pa9e:1,'1 Town. of. Barnstable HE I _ •� _ �. . . ..._...__... ..._.------Insp�ctio••n-al Ser-vitas-... . ,. ....._..._..— .. .. __... ._ • Public Health Division ass, , _... Thomas-McKean, Di'rector _. _.. - _.. .. . �,•�.e�q• ..� � . ....---•- . . _.. ._...._ ..._ ,E 11 _ .,... .ZOO.Main Street,Hyannis,MA 02601 ...........,_.... . .. .. ... ..-_.... . - -Office:•508-8624644 ""' Fax.-508=7904304"" _ .. Installer& llesiener rtiticati�n For Dater 2/2/2022: „_Scwa a Permit# Assessor's Ma �I'arccl " 2021=403 --- --g ----- - -- --Strong Tree•Engineering Bortolotti Construction _.:.Designer:. :Installer::.. . , _.... _ ..... :.. - " ' 45 Industry;R : •. 161-LovelPS Lane, . ... . . ..._... _..:........_•...._..,..... .. ,.:Address: Address: -" MarSt0nS 1Vlills,MA'02648 Marstons Mills,MA 02648 ~On.'/`!-(dated (installer) w85'issue'd a:permit:to install a -:. —..'._ -LL•-•--- septic-System.at­21_Ro_ute i1O.COuit,,.• based•on-a-design•drawn by • - ---(address)-- -- 10-20-2021 Strong'1'ree Engineering dated _.. -._._ ._(.designer) . •. . ._ _ x.._-:1.-certify-that•the•septic system referencedabove,was installed substantially according to -' •::77:• 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,b ,desi nei fo follow. Stri out if re uired was,ins ected and�the•so. Y g P ( q ) ._ p were'found satisfactory. _ - :::,..: .,,. ..:., ...: I certify;that the eferenced above was constructed incompliance with the terms of the 11A a -„ al eKs-(if applicable) - ' ' _. JUSnN'J: LAMOUREUX CML '^ (Inctallar°c Ria"Aiure) No.47337777 (Designer's Signature)- (Affix Designer's Stamp Here) PLEASE RETURN TO-BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE ... OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND A'S- •BUILT CARD ARE RECEIVED•BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. •11tae\depis%HEALTKSEWERconriectlSEF'fiGWesigner Certifloation Form Rcv 6.14-13,OOC f 5e Z TOWN OF BARNST LE LUGATION SEWAGE # ' LAGS '� ASSESSOR'S MAP&LOT _ On r,-INSTALLER'S NAME H&PP ONE NO. ''SEPTIC TANK CAPACITY v cT•J �-- LEACHING FACILITY: (type) (size)' -NO.OF BEDROOMS j BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 eaching facility) Feet Furnished by LO er r J i Co lkCowel a f // TOWN OF BARNSTABLE ,OCATION`7" 0 SEWAGE `III LAGS r�-- A/SSES R'S MAP &LOT p��O . C� P€ TG ".NAME&PHONE Ngzrk/0 / /� lIL��`• c�� 6 `7o7�iJ SEPTIC TANK CAPACITY �X� LEACHING FACILITY: (type) (size) �ODU NO.OF BEDROO BUILDER O OWNER 2hAAACI 1G PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 M I Sj y V v' r r /-6e Al TOWN 0FBMMTAnLE LOCATION SEWAGE # VYUAGE '�LLASSESSOR'S MAP& LOT- —OZL� INSTALLER'S NAME H&PP ONE NO. 15 SEPTIC TANK CAPACITY t4 F,81 cT•J LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: i Maximum Adjusted Groundwater Table and 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 eaching facility) Feet Furnished by `tn or i a � i i -- -....---.-------............................_......__ ,y/(elf " ,tDz-- t 7 1 . // TOWN OF BARNSTABLE LOCATION7` 4"? SEWAGE VILLAGE �-C� t�- ASSES R'S MAP& LOT O d .V4PC-r—IZV?.S NAME&PHONE N Gr161 of — SEPTIC TANK CAPACITY S 5 LEACHING FACILITY: (type) 2> 61 ) �o� _ .�(size) in. NO.OF BEDROO BUILDER O OWNER PERMUDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 I do E r w "ems ' # 3 µY r � w fie. r � � , k a x STRONG TREE NON PAVEMENT: SET COVER 6"f BELOW GRADE , # R01�r4, ENGINEERING PAVEMENT:MANHOLE TO SURFACE GRADE NOTES: 2 x 2 x 4 � `"" , �r # r ��` #t ,! #ss � WOODEN r„ya+� ro '` / � /r �,� esrD zozl NOTES: 1. FENCE FABRIC TO BE 36-INCHES WIDEP.O. Box 977 PIPE PENETRATIONS:ALL CONNECTIONS TO HAVE STAKE , , MINIMUM AND TO BE SECURELY FASTENED TO �+► , r �� ( East Sandwich, MA 02537 BEANPOLES. 6 MIN OF FABRIC TO BE BELOW ", *" : WATER TIGHT HYDRAULIC CEMENT SEAL `a"*+m /.' r �; �� � Ph: 774 559-3942 GROUND SURFACE(BACKFILLED OR TOE-ED y r;, 7 REE I I PROPOSED .� FINISH GRADE OVER TANK EL.=SEE SITE PLAN INTO GROUND). WORK ZONE w, www.strongtree.engineering �. ` \ \ \ \ \ \ 4-INCH PVC THREADED #42 .; ; F VA SURFACE TREATMENT: SEE SITE PLAN �A/\A�A\r.V\/V\/VA�,V\/VA�r\A/VA/\A/VA/VA/VA/VA, /VA/�\/\� 30,, SILT FENCE H DI H-2o Box wi _� � STAKE 6INC CURB :..„.. °#465b . EXPOSED CAP SEPTIC .� ��� � , � ,� Revisions BACKFILL COVER SET IN 6 INCH BED OF #4676 `} 1 REV. DATE BY CHECK DESCRIPTION FENCE � INVERT BUILDING EL. POLYLOK PL-68 OR Flow CONCRETE WHERE IN PAVEMENT r;,..y • 3-4 BELOW SURFACE ZABEL EFFLUENT FILTER rr ♦r q � _r 0 11/03/21 JL JJL BOARD OF HEALTH REVIEW #469E y v7 d a �� (SEE SCHEDULE) _ # 4" SCH 4 PVC ' 6 LEAN BACKFILL 4 �_- �2 11/10/21 JL JJL CONSERVATION COMMISSION REVIEW n FENCE 16 /\/ / MIN ... FREE OF STONES GREATER " � ' 3 TYP. Pik BELOW `\ �\ PROVIDE ADAPTER TO THAN 2 INCHES IN DIAMETER \ \ ---_ GROUND / / /' JOIN SEWER OR LATERAL ,w * y.y pv fi ' JOINING DETAIL \� \� \� 45DE 's t i . . _ *�' r^. .. y4 - TO 4-INCH ELBOW GREE PVC , #4742 '. #21" #9999 # # # INVERT IN BEND AT THE END \ ,� �, © # TANK EL. INVE o\/\,//' UNDISTURBED ; t I ` \ SOIL OF LINE ORo �. OUT /\ s // / // r WYE CONNECTION A # # # # , 10'MIN. , TANK EL. /\/ \/ FOR IN LINE 47 19"MIN. \ \ `� }�'X \ Eke "+ 'M� �; "`�' %-�t .. INLET TEE 40 a 1s #4782 EROSION CONTROL SILT FENCE TYPICAL CLEANOUT DETAIL ' NOT TO SCALE NOT TO SCALE r rt� #s476a 1 32 PROJECT: • �, , ` r d� '` �; � � #33 RESIDENTIAL SEPTIC REPAIR 6" 3/4" COMPACTED ` 5, �, j f' 21 ROUTE 130(4728 ROUTE 28) CRUSHED STONE BASE �__ EST. SEASONAL HIGH WATER EL.: SEE SCHEDULE x ,t y "'" °. r #lr "'� #3I O " BARNSTABLE(COTUIT) MASSACHUSETTS ` #4741 ' w. /, ;tiY 45 ;1 1,500 GALLON SEPTIC TANK PROFILE - SHEET TITLE: H-10 LOADING \ #479fl �.P SEPTIC SYSTEM REPAIR NOT TO SCALE ' #4765 PREPARED FOR: GENERAL NOTES: r r" r SEPTIC SYSTEM TITLE 5 DESIGN i - ; I. SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION. WASTEWATER NOTES #4et�s `. x .. , MS. HOPE BARRY 2. SWEEP CLEAN THE PAVEMENT SURFACE PRIOR To INSTALLING LIFTS. 1. ELEVATION,PROPERTY LINE AND EXISTING CONDITIONS ON THIS PLAN ARE USE-SINGLEFAMIL,YDWELLING 21 ROUTE 130,COTUIT,MA 02655 3. SUB-GRADE(EXISTING MATERIAL)SHALL CONSIST OF INERT MATERIAL THAT IS HARD,DURABLE STONE BASED ON A SURVEY CONDUCTED BY STRONG TREE ENGINEERING,AUGUST 2021. NUMBER OF BEDROOMS EXISTING 3 AND/OR COARSE SAND,FREE FROM LOAM AND CLAY. 2. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION NUMBER OF BEDROOMS PROPOSED 3 LOCUS PLAN 4. PLACE SUB-BASE IN MAXIMUM 8"LIFTS (COMPACTED TO 95%). METHODS SHALL BE IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE TITLE 5 FLOW PERBEDROOM 110 GPM 1 INCH=200 FEET AND THE RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH. TOTAL DAILYFLOW 330 GPM 3. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION SEPTIC TANK Registratio Project Number: Sheet: LIST OF REQUESTED VARIANCES NECESSARY TO LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL 200°7o OF TOTAL DAILYFLOW 660 '4p SYSTEM REPRESENTED ON IT. ANY CHANGES TO THIS PLAN MUST BE APPROVED SCALE BAR J 21006 1 of 1 BY THE ENGINEER AND/OR THE LOCAL BOARD OF HEALTH(BOH)STAFF. THE PROPOSED 1,500 GALLON TANK 1. SECTION 360-1 SETBACK REQUIREMENTS FOR SEPTIC COMPONENTS N CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN SITE CONDITIONS 20 0 10 20 40 80 11REUX M 1.1. TYPE:OVER THE COUNTER REQUESTED FOR SEPTIC TANK -a FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. SOIL ABSORPTION SYSTEM I.I.I. REQUIRED: 100 FEET 377 v Sheet Number: CLASS I TYPE I-1 BIT.PAVEMENT: 1.L2. PROPOSED:87 FEET �o �Q 11 4. TRENCH SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WEARING SURFACE,ON BINDER INCLUDING ANY LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH LEACHING SYSTEM USED GALLERY TRENCH TEENG�a�.�r rt C _ I COURSE(PER MASS DOT) WORK. SOIL CLASS I SAND (in feet) . r FIELD PERCOLATION RATE 2 MIN./IN. 1 INCH= 20 FEET ' ✓ Date: 5. CONTRACTOR TO PUMP SEPTIC TANK/STRUCTURES. FAILING TO PROPERLY A' 1 ' INSPECT OR PUMP THE SEPTIC TANKS AND TREATMENT SYSTEM OR CHANGES TO LONGTERM ACCEPTANCE RATE(LIAR) 0.74`GPD/S.F. 10-20-2021 1 1 EFFLUENT FLOW,GRADING,OR LANDSCAPING,EITHER ON-SITE OR ADJACENT TO TOTAL AREA REQUIRED-TITLE 5 446 S.F. COMPACTED DENSE GRADE, DENSE �. �, ,> �, p 2 THE SITE,MAY RESULT IN IMPROPER FUNCTIONING OF THE SEPTIC AND LEACHING SYSTEM(S). r BLENDED CRUSHED STONE, OR TOTAL AREA PROPOSED RECLAIMED PAVEMENT BORROW a 8" 6. CALL"DIGSAFE"AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION AT PROPOSED OVERALL LENGTH 30.5 FT M B 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES TO FIELD VERIFY PROPOSED OVERALL WIDTH 9.83 FT LOCATIONS OF EXISTING UTILITIES. BOTTOM CAPACITY(LENGTH xWIDTH) 299 S.F. 7. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 YEARS. SIDEWALL LENGTH:(LENGTH +W MTH x2) 81 FT DRIVEWAY \\ PERPETUAL MAINTENANCE IS REQUIRED. SIDEWALL DEPTH 2 FT APPROVED SUBGRADE g THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE SIDEWALL AREA:(TOTAL LENGTH)x(DEPTH) 161 S.F. CLEAR UNDERBRUSH WITH A GARBAGE GRINDER, NUMBER OF TRENCHES 1 AND BRANCHES AS EXISTINGO S BITUMINOUS DRIVEWAY PAVEMENT E F NON-SHRINK,GROUT AT ALL POINTS SIDEWALL CAPACITY AREA xTRCHES 161'S.F. NECESSARY TREELINE-\ / 39 U 9. PROVIDE WATERTIGHT SEALS BY USE O NON S \ p NOT TO SCALE WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. TOTAL CAPACITY 460 S.F. TOTALALLOWABLEFLOW 340 GPD 10. USE SCHEDULE 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE USE3-500 GALLON LEACTING CHAMBERS'W/2.5'STONE ,. :• 1PROPPERT LINE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM BASE. - 100 SETBACK SETBACK RIVERFRONT TOP OF BANK NOTES: 11. THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL SOIL TEST PIT DATA PROPOSED SANITARY PROVIDE OUTLET DISTRIBUTION BOX WITH BAFFLE INSTALLED ON LEVEL STABLE BASE. CONDITION AFTER CONSTRUCTION IS COMPLETE. AREAS NOT DISTURBED BY o ABSORPTION SYSTEM a t Ti 2 �oF CONSTRUCTION SHALL BE LEFT NATURAL.THE CONTRACTOR SHALL TAKE CARE GRADE TO NORTHWEST AT 2/o L _ INSTALL FIRST 2 FEET OF OUTLET PIPES LEVEL(NO SLOPE). ONE OUTLET FOR EACH - - N a A9 DISTRIBUTION LINE. OUTLETS NOT USED SHALL BE CAPPED TO PREVENT DAMAGE TO SHRUBS,TREES,OTHER LANDSCAPING AND/OR PERFORMED BY: JUSTIN LAMOUREUX,P.E., SOIL EVALUATOR, m 8.0't 8 NATURAL FEATURES. WHEREAS THE PLANS DO NOT SHOW ALL LANDSCAPE WITNESSED BY:BARNSTABLE BOARD OF HEALTH(DAVID STANTON) TEMP. STAKED FEATURES,EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN DATE: SEPTEMBER 14 2021 PERC TEST NUMBER:21-255 SILT FENCE EXISTING - PIPE PENETRATIONS: ADVANCE OF THE WORK. � ' TREELINE\ WATER TIGHT COVER: SET "I certify that I have passed the examination approved by the Department of Environmental Protection A'' ALL CONNECTIONS TO HAVE WATER CONCRETE ACCESS HATCH OR 12. EXISTING SEPTIC SYSTEM To BE REMOVED OR BACKFILLED AND ABANDONED and that the above analysis has been performed by me consistent with the required training, expertise, FINISHED SURFACE GRADES TO MATCH 4" SCH.40 PVC TIGHT HYDRAULIC CEMENT SEAL PER TITLE 5 REQUIREMENTS.TITLE 5,310 CMR 15.354(3). and experience described in 310 CMR 15.018(2)." EXISTING WITH LOAM&SEED (ALL PIPE) I MANHOLE COVER 6 BELOW GRADE 13. AREAS UNDER THE LEACHING FIELD FOUND TO HAVE UNSUITABLE SOIL MUST BE \ / EL.: SEE PLAN REPLACED WITH TITLE 5 SAND AS SPECIFIED IN 310 CMR 15.255(3). ANY AREAS SURFACE TP-1 ELEV. SURFACE TP-2 ELEV. PROPOSED D-BOX THAT ARE FOUND TO HAVE UNSUITABLE MATERIAL SHALL BE REPORTED TO THE BENCHMARK: LOAM&SEED INCHES FEET INCHES FEET / 8 "� ENGINEER 40 Pk set EL: 38.98 / TOP OF D-BOX�/`\\ 0.0 " 39.7 0.0 " 39.7 REMOVE/DISPOSE / ( T // °' \'/ 14. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WITH THE 20o SETBACK FR°M T \/\\ HOMEOWNER AND ENGINEER ON THE CONSTRUCTION SITE ACCESS AND `� A �_RIVERFRONT TOP OF BANK OF EX. ASPHALT ' PZ l ; °n. �� REMOVE TREE \\ /\\ 2�� \\// MATERIAL STOCK PILE AREAS, N LcONCRETE§LAa 10.1 ;// (IF NECESSARY) LOAMY SAND LOAMY SAND Ln / A ACCESSORS PARCEL ID TOP OF BANK / FLOW ' MIN. ; 21 ROUTE 130 COTUIT RIVERFRONT/ /\\f FLOW \\j\\� 15. INSTALL METALLIC DECTABLE WARNING TAPE 6-9-INCHES ABOVE THE SEWER 10YR 3/1 10YR 3/1 f ,i / ys TEMP. STAKED RC�003 PERENNIAL STREAM \//\\//\ --► \\// / PIPE AND SEPTIC STRUCTURES. 12.0" 38.7 11.0" 38.8 BENCHMARK: CLEANOUT SILT FENCE LAND AREA:0.73 ACRES ��- "` L 32,000&F? B B Pk set EL: 40.10 e � Ex/CESSPOOL � 4" SCH 40 PVC FROM 4" SCH 40 PVC To INSTALLATION INSPECTION NOTES / IN . IN 4': W. 1. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS ADVANCE NOTICE TO y ABANDON EX. SEPTIC PER SEPTIC TANK SEPTIC FIELD THE ENGINEER AND LOCAL BOARD OF HEALTH FOR ANY INSPECTION. SANDY LOAM SANDY LOAM / Q' / Tb 4 0 2. ALL WASTEWATER SYSTEMS SHALL BE INSPECTED BY THE ENGINEER OR THE 7.5YR 5/8 7.5YR 5/8 may. TITLE 5 REQUIREMENTS. / DEMO WHERE NECESSARY 6"MIN. LOCAL BOH REPRESENTATIVE PRIOR TO BACKFILLING. AT A MINIMUM THE 32.0 " 37A 28:0 " 37.4 SAWCUT,REMOVE ASPHALT AND SUMP FOLLOWING ITEMS SHALL BE INSPECTED: C1 C1 r' / PROPOSED 1,500 PATCH PAVEMENT TO SUIT PROPERTY LINE NATIVE MATERIAL 2.1. ALL SYSTEM COMPONENTS BASE AND INSTALLATION PRIOR TO BACKFILL \.. (APPROXIMATE) 2 MIN: � GALLON SEPTIC TANK �3 2.2. ABANDON EXISTING SYSTEM p OR GRANULAR FILL 6" OF 3/4" COMPACTED 2.3. FINAL INSPECTION OF BACKFILLED SYSTEM MEDIUM- 4N f ` MEDIUM- N j'� CRUSHED STONE BASE COARSE SAND ' COARSE SAND INLET TEE 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN UP-TO-DATE AS-BUILT , ' m o EX. CESSPOOL DRAWINGS AND NOTES INDICATING THE HORIZONTAL AND VERTICAL LOCATION WITH lOYR 7/6a I OYR 7/6 INV. IN 4•: s�.rt PROPOSED DISTRIBUTION BOX DETAIL TWO TIES OF ALL SYSTEM COMPONENTS INSTALLED FOR SUBMISSION TO THE 120.0 " 29.7 90.0 " .: �.•, 32.2 IO /` / PIPE TO REMAIN T H-10 LOADING MUNICIPALITY. NO MOTTLING OR GROUNDWATER NO MOTTLING OR GROUNDWATER r NOT TO SCALE PERC E:2 MIN.NCH FLEXIBLE 4"BOOT M � � o\ �"3 ✓` CONNECTION TO o�� - \o Tb6 FINISH GRADE OVER CHAMBERS 3/4" TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE EXISTING PIPE \\ f be 4" SCHEDULE 40 PVC SLOPE @ 2%MIN.OVER SYSTEM 2"OF 1/8" TO 1/2"DOUBLE WASHED o L GULF NVJ EXISTING \ J MIN SLOPE 1% STONE OR NON-WOVEN FILTER FABRIC PROPERTY INFORMATION p, PR�TMN� DWELLING 1 STORY WOOD STRUCTURE PLACE RISERS ON ALL CHAMBERS WITH PIPED INLETS N I W/FULL BASEMENT SEE SITE PLAN FOR FIRST ROW TO WITHIN 6"OF FINISHED GRADE OWNER: HOPE BARRY / SURFACE TREATMENT ( ) ADDRESS:21 ROUTE 130(ALSO REFERENCED AS 4728 ROUTE 28), FLooRAREA:9aosFt COTUIT MA 02635 4 FF.az.ct / , / TOP OF SAS OVERDIG NOT ANTICIPATED / �,r MAP/BLOCK/PAGE: ES /003 SCHEDULE OF ELEVATIONS / LOT SIZE: 0.73 ACRES 9 MIN. BACKFILL WITH CLEAN NATIVE ZONING: -39 / INLET 36 MAX. BREAKOUT EL=SEE SCHEDULE OR TITLE 5 SAND IF NECESSARY USE:SINGLE FAMILY RESIDENTIAL(NO CHANGE IN BEDROOM EL. RUN SLOPE \ 3711E \/ \ \, �/' �S. COUNT) SEPTIC TANK-INLET 37.20 SINK GARBAGE DISPOSAL:NOT ALLOWED 47.00 1.00/o O \j O \ THE LOCUS IS LOCATED IN FLOOD ZONE X(AREA OF MINIMAL "D"BOX-INLET 36.48 ' wAR �CE !�,� \` FLOODING) "D"BOX-OUTLET 36.31 / (APPROXIMATE) CONCRETE l SIDEWALL r\• 0 0 0 �, j /� 2.00 0.00°oto / WITHIN THE WELLHEAD PROTECTION BELOW INVERT \ OVERLAY DISTRICT. Y 00% \\ P _ SITE IS NOT LOCATED W TE O RLA 9.00 1. GALLFRYTNLET 36.22 /� / SITE IS LOCATED WITHIN THE RESOURCE PROTECTION _ /\\ \ � .•\ / OVERLAY DISTRICT GALLERYBOTTOM TO INVERT 2.00 -- r GALLERY-BOTTOM EL. 34.22 \ \ l 2.5' 8.0'(TYP) 2.5' 2•5' 2.5' SITE IS NOT WITHIN THE GROUNDWATER PROTECTION TOP OF SAS 37.31 \ \ \ \ ¢O` 4.83'(58") OVERLAY DISTRUCT BREAK OUT 36.81 \ \ PROPERTY LINE 4> SEE SITE PLAN FOR TOTAL LENGTH(100'MAX) � 'L (TYP.) \ \ � (APPROXIMATE) SEE SCHEDULE* SEE PLAN FOR TOTAL FIELD WIDTH SOIL SURVEY DESIGNATION:CARVER LOAMY COARSE SAND,3 LOWEST FINISH GRADE 39.40 \ GROUND WATER= -8 PERCENT SLOPES MINIMUM COVER 2.09 BOTTOM OF SYSTEM \ \ EXISTING CLEAN BACKFILL OR CHAMBER PROFILE VIEW 5'MIN. CHAMBER END VIEW THERE ARE WETLAND RESOURCES WITHIN 100 FEET OF THE HIGHEST FINISH GRADE 40.00 \ \ P NATIVE MATERIAL OUTSIDE SYSTEM SEPTIC SYSTEM/LIMIT OF WORK AS SHOWN IN THE SITE PLAN. MAXIMUM COVER 2.69 500 GALLON PRECAST LEACHING CHAMBER/GALLERY DETAIL TOP OF BANK DELINEATED BY STRONGTREE ENGINEERING ESTIMATED NATIVE MATERIAL 37.03 JUNE 23,2021 AND FIELD SURVEYED. TEST PIT BOTTOM 29.70 H-10 LOADING * GROUNDWATER ELEVATION ESTIMATED FROM TEST PITS THERE ARE No KNOWN PRIVATE WATER SUPPLY WELLS GW.ELEVATION >10 FEET NOT TO SCALE ONSITE AND AVAILABLE GROUNDWATER MAPS FOR THE TOWN WITHIN 100 FEET FROM THE PROPOSED SEPTIC SYSTEM. CONFIRMED SEPARATION TO G.W. 4.5