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HomeMy WebLinkAbout0080 MARIE-ANN TERRACE - Health (2) b �'l CL�)- 1 l a L TOWN OF BARNSTABLE LOCATION �l-\e-��\IN \f-(CC,Ce- SEWAGE# VILLAGE ASSESSOR'S ASSESSOR'S MAP&PARCEL ' INSTALLER'S NAME&PHONE �\ Cn L V"%f1`nS C�lnvc.�r'�� EPTIC TANK CAPACITY LEACHING FACILITY:(type)rp �(� (size)`()�.y0i NO.OF BEDROOMS L, OWNER 3 PERMIT DATE: O ��Z COMPLIANCE DATE: a 2 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 BYG� i C_ � co z No /4 Fee THE M Entered in com ter: COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Applitation for 3%spo8al *'stem ConstrUttion Permit Application for a Permit to Construct( ) Repair( ) Upgrade(�/�Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. c�e -At1c� Jc}hr ovc,<� Assessor's Map/Parcel i � (y. W —Onyx Installer's Name,Address,and Tel. Designer's Name,Address,and Tel.No.50a—_711 LYLW \Ord Sep'r P6 Cc, `�csc�9ey cnoxkA 1-pe of Building: Dwelling No.of Bedrooms L1 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uired gpd Design flow provided gpd — Plan Date l 1 1 Number of sheets 2 Revision Date Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations Qknswer wheq applicable) c, cI - e A- C) `� `cam 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 alth. Sign Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued-------------------------------------------------------------------------- ' 11 � I ' 4 .. No w '' / "y Fee /h ) THE COMMONWEALTH OF MASSACHUSETTS Entered in compfiter: f,e!!f- PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS -YeCs- y• 'i2pplicatio'n for.-Misp shl bpstrm Construction Permit - Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑Complete System El Individual Components N, Location Address or Lot No. �"(r�(1C� ( c� e�r`'sNme,Address,and Tel.No. r � Assessor's Map/Parcel PP Installer's Name,Address,and Tel.No. i41tA 'L-C;.+ '6 Designer's Name,Address,and Tel.No.` o;b- i-t C2,w � �.�;t�c\� �xr�-••.���o�'� Sept�... F�,\ Cc, "5e�,c, c,c�' Sc�c'�J�?� Q.0 lv-) 5c,sP .VexP 6.A'_ C5U614 60151 Type of Building: l Dwelling No.of Bedrooms 1 Lot Size sq.ft. Garbage Grinder( ) t Other Type of Building No.of Persons Showers( ) Cafeteria( ) *Other Fixtures ..4 Design Flow-(rein.required) gpd Design flow provided gpd Plan Date —A �".,�' I2A Number of sheets 2. Revision Date Titley(0a-; o r;+ V Ty' "P_.-C- mk:► , Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations Answer when applicable) (" �, &A CAA o \ oc _ m c ,, mac- t �\ � Pu 10 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 Health. Signed ti` Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. C-)= 3�-/ ! f Date Issued - . THE COMMONWEALTH OF MASSACHUSETTS C r� BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(VI Abandoned( )by �(\-"\"`, at t 1t t iC., P �-� tt'►��"e _,� (� _x(ef fias been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ,�.Lf(_i dated 1 �� Installer0,jm*)(\'S r.`Cr Vy%c rN 3 4Se_r %C_ Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system wi�lhfu c/tias'on desiX-e c 0�)� Inspector J © V- _ . - • No _� �: - �� � --•----•--------•--------------•---••----- --------•----�- --=-=--------------=------Fee---- -� --� •- `� THE COMMONWEALTH OF MASSACHUSETTS \ 5 -� 17X PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ;Bisposat 6pstem Construction Permit Permission is hereby granted �to�Construct( ) Repair( ) Upgrade(� Abandon t ( ) System located at () ! Y-A C"\ 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 c omplete d within three years of the date of this p` "tea Date 1 ! 1 Approved bye k ...`.. 77777 NIP-' �z 'i oo wr Ow ROi" ig �# xNOW= .......�... - lIS . t crib :3 _ VYWtoy,To n t tow ps pqw -- oi lot;v PLEASE,,UTURi ARK 00 e # ° .. 5 s Mimi"' Zx- " o MAP Im ti � o4d P0S1 6 VTE L.06-v.5 `�--- Nor Tv se�t,E Lor 6o SNP NQjY --- @g` } �? �,:.. 1.} Asses s Map t$o Force! -19 2. Bk.t.{-9 3 6., P< r(fr14 I- - i, g. 30$ I t 3. ,Pion Book !W page �b3 1 4. This property is in the Saltwoter t L# Estuary Protection Areo 3 5.) This property is In Flood Zone X r'IN 4 Firm Map 25001 CO56lj 7/16/14 lu Me (08 a b Espy _= I o� (C&Nr6-2 ZD .t t' LN 61- 4 6 rj _.. is is'. 1 q 1 uR� F t a t a 5� �v n?G s Pt 21- / Proposed Pump Cham er 80 Marie--Ann Terrace s Centerville, MA �S o', Prepared for: F L=29.4 � John Dunn t a0 Marie—Ann Terrace Centerville, MA Prepared by. l Y �t�t'l2 All :ape Septic and Survey 618 Route 28 MAP l orb West ` ormouth, MA 02673 Atzc L ► 7 (508) 779—4200 all copesepticOgmail.com GRAPHIC SCALE NOTE: '*•E : 911S 1 z.t 20 0 . w 20 40 LOCA71ON OF UTILITIES IS APPROXFMATE- AND ALL UNDERGROUND AND OVERHEAD UTILITIES MUST BE DETERMINED IN THE FIELD PRIOR TO COMMENCEM T OF ANY WORK; THIS INCLUDES, BUT NOT UMITED TO: ( IN FEET ) REQUESTS TO DItaSAFE, ANY PRIVATE UTILITY 60'wk TES 1 kvch 20 ft. AND THE LOCAL WAFER DEPARTMENT. _ . 3 i•;t r:.;: F 7.I rI RAISE TO WITHIN 6" OF FINISH GRADE Provide Wotertl ht Riser Fr me Existing & Secure Co�rer� Set to G4rade Install dorm House Existing and control Garo a Maximum 36' Covers box on bIdq l___1 EL-30.Ot EL-2290t i E /EL-21.5± t o E/ EL-28t Provide End ough "13"'F .8t E <��\���� NOTES: so to RerrCoreist(nq s^ Ka� o, ZABEL FILTER REQUIRES ROUTINE CLEANING. t17 1` 81r� 20.ot 2" BALL VALVE 268t '4 5. >J CONTRACTOR TO VERIFY CAPACITY AND EFFICACY OF Pro osed GAS BAFFLE ' t1 EXISTING ELECTRICAL SYSTEM TO ACCOMIDATE PROPOSED 19 6" Proposed 2" PVC 25.4 25.2 25 0 PUMP SYSTEM PRIOR TO INSTALLING ANY COMPONENT. 18.5 ,,000 cal. „" ,o" ga a•B „ ., Inspection Notes ZABEL IILTER— 500 Gal. 1/4- WEEP HOLE e,uetp,�\ EXISTING PROPOSED ALARM°N`E� YVoler LGa4.Pere 1500 GALLON DB-.:3 H-20 23.o PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM PUMP ON LEVEL 2" SWING CHECK VALVE D BOX NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. PA IMP Of IEVE " SEPTIC TANK Existin Se tic S stem 3/76" WEEP HOLE 46't r 8"f SIX HIGH CAPACITY INFILTRATOR CHAMBERS e" STME ASE SEE APPROVED SEPTIC PLAN rL-- r--i 3/4•Ta t-1/2�DIA. UBERTX LE40 SERIES PUMP .4 H.P. 115V DATED 10/22/98 13 t WITH 2 DISCHARGE, OR EQUAL 1000/500PROP0GALLON SEPTIC FLOW PROFILE TANK/PUMP CHAMBER NOT TO SALE CONSTRUCTION NOTES 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CUR 15.000): NOTE: STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT HOUSE AND GARAGE FLOOR PLANS AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS, TO BE SUBMITTED WITH PERMIT. VE ANY SEPTIC SYSTEM HICLES COMPONENT DFOR HICLES OR HEAVY Q N UIPM T TO PASS OVERITNSHALL BE DESI A LOCATION GN POTENTIALHERE THERE IS DESIGNED TO WITHSTAND AN H 20 HOUSE TO REMOVE ONE BEDROOM BY LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM MALL BE VENTED TO THE ATMOSPHERE. OPENING ENTRANCE TO AT LEAST 5 CASE OPENING. 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D-BOX MALL BE INSTALLED ON A STABLE MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. t 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND PUMP AND ALARM NOTES THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 8" OF FINAL GRADE. LEACHING FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL 1) PUMP MUST BE INSTALLED ACCORDING TO MANUFACTUER'S HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4- PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC SPECIFICATIONS. MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. 2) USE MEYER OR GOULD 1/3 HP PUMP, OR EQUIVALENT 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON AMINIMUM CONTINUOUS 3) PUMP MUST BE CAPABLE OF PASSING 2" SOLIDS AND NOT ESSTHAN X OTHERWISE. LESS THAN 2%FROM THE BUILDING TO THE SEPTIC TANK, SYSTEM DESIGN CALCULATIONS 4) ALARM MUST BE WIRED ON SEPARATE CIRCUIT FROM PUMP. 6,) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 5) ELECTRICAL WORK TO BE INSPECTED!BY WIRING INSPECTOR, SEWAGE DESIGN FLOW REQUIRED: EXISTING 4 BEDROOM DWELLING 0 PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT, UNLESS OTHERWISE NOTED. LINES MALL BE CAPPED 110 GPD / BEDROOM = 440 GPD REQUIRED AT END OR AS NOTED. 6) ALARM MUST BE LOCATED IN THE HOUSE, SEWAGE DESIGN FLOW PROVIDED: 40' x 10' X 2' (SIX HIGH CAPACITY INFILTRATOR CHAMBERS 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO THE SOIL ABSORPTION SYSTEM, DISTRIBUTION BOX SHALL BE WATER TESTED TO (SEE APPROVED SEPTIC PLAN) ASSURE EVEN DISTRIBUTION. SEPTIC TANK CAPACITY PROVIDED: 440 X 200% = 880 GPD 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES FLOAT SETTINGS PUMP ON = 18" " PUMP OFF = 10" PUMP TANK CAPACITY PROVIDED: TWO COMPARTMENT 1000/500 PUMP CHAMBER IN ORDER TO PROVIDE A WATERTIGHT SEAL. ALARM ON = 24° A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW 9,) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE T = DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. STORAGE CAPACITY PROVIDED 550 GALLONS r MINIMUM 4 CYCLES REQUIRED A DAY 10.) IN. ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE, VOLUME PROVIDED PER DOSE CYCLE: 167 GALLONS 11.) THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 150' OF THE PROPOSED SOIL ABSORPTION SYSTEM. 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT Proposed Sewage Disposal System USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE ENGINEER. -'F 80 Marie— Ann Terrace Centerville MA 14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE %1�' S �, 1 BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE 1)F1` ' D y SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT Gn 1 Prepared r e d b v: AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. (; P l f 15.) LOCATION OF U71UIIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR l{ �Yr �I2u j Prepared for: All Cope Septic LLC DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO P P COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, IVf tl� ;. �� 0 618 Route 28 ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. RG r John Dunn � - TC� 16.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING S,a 80 Marie—Ann Terrace West Yarmouth, MA 02673 WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. �Nf(.AF•1 I 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY (,508) 771-4200 SEPTIC SYSTEM COMPONENTS, j Centerville, MA alIcapesepticOgmail.com 1 Date: 09/13/21 Sheet 2 of 2 By: MA Check: SM Project No. AC-291B it