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HomeMy WebLinkAbout0089 CHILDS STREET - Health 89 CHILDS STREET Centerville A = 249 - 003 S M E A D WF-F_PING YOU ORGANI7_Fn No. 12534 2-153LOR WAMMA611 uW s caV1ENT,o9c r"�id�p PQST.CpNSU1dER MGM UAW W USA AFT ORGAN17,Ep AT SMEM.000 TOWN OF BARNSTABLE LOCATION O / r�h / /Ot .S`eef_ SEWAGE# „Z0-9 0- d -? 6 VILLAGE CeN /er wr l/e ASSESSOR'S MAP&PARCEL .Z y 9 /o0 3 INSTALLER'S NAME&PHONE NO. 4,,74 ✓ �d id- �/r- s'-��s'�7-f�o� SEPTIC TANK CAPACITY /,J'®a / LEACHING FACILITY- (type) J t A/d-.N h es` (size) NO.OF BEDROOMS OWNER f D�'►�°S PERMIT DATE: /��//1 0.Yf 0 COMPLIANCE DATE: 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) 7— Feet FURNISHED BY 4, �i v P �° V o/A C/P. 3�3Y•6 e0,4C iv o f •�6.G 3 � No. G r�/ 3 Fee Ida THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for -Disposal *pstrm Construction permit Application for a Permit to Construct( ) Repair(°Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. A / -f S h!e r Owner's Name,Address,and Tel.No. )'US: C ( 7 C rJ( Assessor's Map/Parcel 2- `l f- 01) �'`���✓�%� y P�°'�''� Installer's Name,Address,and Tel.No. Designer'lName,Address,and Tel.No.f i0,�--? v 0- .7f I M f.�- 4 r f Type of Building: ? n� `(f a Dwelling No.of Bedrooms J Lot Size -2 1 14 J sq.f. Garbage Grinder( ) Other Type of Building /<,J- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �� gpd Design flow provided q �_' gpd Plan Date % Number of sheets --Z- Revision Date 14 Title Size of Septic Tank ).c© Type of S.A.S. Description of Soil Cr�G �.� ,�,�-.✓ Nature of Repairs or Alterations(Answer when applicable) ore i jr 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 P4 not to place the system in operation until a Certificate of i Compliance has been issued by this Board of ealth. Si Date Application Approved by Date 23 �2 Application Disapproved by Date for the following reasons Permit No. 20 2 '—0 3 Date Issued L_— ------------- 1 b i No. e f fr Fee / UU THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 21ppYication for 13isposal Opstem Construction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) EC plete System ❑Individual Components Location Address or Lot No. ^ Owner's Name,Address,and Tel.No. tA�j�.3(`o J-700- Assessor's Map/Parcel 7- OD 3 re rv,//� 4 / ,�7 4 �'d.d.,ss✓-Irq didAl -- "^�J Installe/r's Name,Address,and Tel, o. Designer%s Name,Address,and Tel.No.f 09-- �7 ©- 27 t f- a—i i t r, ",toy, b,, i"r�,a me Type of Building: Dwelling No.of Bedrooms 2 3 Lot'Size f sq.ft. Garbage Grinder( ) Other Type of Building A,f No.of Persons Showers( ) Cafeteria( ) Other Fixtures 9 Design Flow`(min.'r'equired / ® gpd Design flow provided .3 q� gpd Plan • Date �- y' / h' Number of sheets Revision Date Title f Size of Septic Tank /Jr0 p Type of S.A.S. ,d C/� r¢r• ���i /% f "�0�- P Description of Soil (r /e o^0� 04^_1 Nature of Repairs or Alterations(Answer when applicable) r e f ra•i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 9 accordance with the provisions of Title 5 of the Environmental Code a ¢not to place the system in operation until a Certificate of Compliance has been issued by this Board oftlealth. Signer 1( Date Application Approved by j w , � f Date // 3/Z,,) cl Application Disapproved by V Date / for the following reasons a. Permit No. '2 Q.Z 4 ` 0 3& Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(l� Upgraded( ) i Abandoned( )by at � >! r f / �+ r j�i Sir Cam,,- !'''� ✓i�1 o has been constructed in accordance l with the provisions of Title 5 and the for Disposal System Construction Permit No.,2c)�0'0.3� dated / -Y/ / Installer *,-t4 ✓r^ ® /%f Designer #bedrooms Approved design flow h o A gpd The issuance of thiTri t shall not be construed as a guarantee that the system will nct'o designed. Date 1 Inspector � 1(7' w i t P No. .2 C 03L Fee . D d THE COMMONWEALTH OF MASSACHUSETTS - - - w:.. PUBLIC HEALTH DIVISION=BARNSTABLE,MASSACHUSETTS disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade ) Abandon( ) System located at f�y, /�i J' �1,� -�.- ✓i l/`. 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. pr� Provided:Construction must be completed within three years of the date of this permit/ Date I 1l17 Approved by I UW11 Ul "Urnstitule Regulatory Services Richard V.Scali,Interim Director KAOS ►� Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,NIA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: q v u Sewage Permit## Assessor's MapWarcel� 3' Designer: �� Dim I�lC Installer: Address: PO Address: On was issued a permit to install a (date) (installer) septic system at �.� (1411DS s-r Ccf4e"I ILbased on a design drawn by (address) dated (designer), � P1 � A 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 in compliance with the terms of the BA approval letters(if applicable) O (Installers Signature) .1140 (Designer's Signature (Affix ere) PLEASE RETURN TO DARNSTABLE PUBLIC HEALTH DI N. CERTIFICATE OF COMPLIANCE WILL NOT DE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASepticU)esigner Certification Form Rev 8-I4-I3.doc TOWN OF BARNSTABLE 49q V��) � LOCATION 9T S 1 SEWAGE # VILLAGE ( _ �. ASSESSOR'S MAP LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 3 (size) NO. OF BEDROOMS_3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COLIPLIANCE ISSUED: VARIANCE GRANTED: Yes No �� r lro�o e�..a LEGEND ' CENTERVILLE + ��'s � '� BENCH MARK TOP OF FOUNDATION PROPOSED CONTOUR i� 5 7.0 7 ® PROPOSED SPOT GRADE ry� BARNSTABLE GIS DATU -- 98 -- EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE 5 . QN��N� W— EXISTING WATER SERVICE o � T P-1 36 9� TEST PIT 0 RD. 56 O SITE 0 Sy�O `. 89 CHILDS ST. N PINE ST. tier �\�S, + 56.35 LOCUS MAP TP-2 O UTILITY LOCUS INFORMATION POLE PLAN REF: 166/025 WARE ON POLE REF: 31739/075 / O�ERHE AO ON PARCEL ID: MAP 249 PAR. 003 i l 0 ' ��C� ON FLOOD FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE 56, ft , 10 ft zo x SEPTIC SYSTEM a o /1) REPAIR PLAN Q D LOCATED AT: 20, ft �0� 89 CHILDS STREET CENTERVILLE, MA PREPARED FOR JAYROS HOMES 0 + 56.40 I'F�y \'� ;�q �u v DECEMBER 3, 2019 + 56.29 �y W� ��`� o / - of ,ygss DARREN M. N i I c \ LOT 8r>/s °� AREA = 21143 sf+— C� \ PLAN BOOK 1 66 PAGE 25 ASSR rnAP249 PCL ' MEYER & SONS, INC. �24' 'S P.O. BOX 981 , PLAN \ R EAST SANDWICH, MA. 02537 PH: (508)360-3311 ' SCALE: 1 in = 20 ft \ 0 20 40 FAX: (774)413-9468 meyerandsOnstitle50gmail.com O lb 20 40 ® DRAIN UTILIT POLE SHEET 1 OF 2 J 1894 ELEV. TOP DROP FND. NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS (Existing) BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (56.20) = 57.07�• --F.G.EL: 56.3 F.G.EL: 56.2 F.G. EL- 56.2 � ' • MAINTAIN 2% MIN SLOPE OVER LEACHING AREA X N F.G.EL• 54.90 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" STONE OR FILTER FABRIC DOUBLE WASHED STONE 6 " '� 4" SCH 40 PVC 1o"I MIN. ®E3 E $ ®®aa C e / 01313ET3 as®®a TEE'S ARE TO BE 14 INV. 53.33 ® S 1% ` ' ) ®aaaaa6aaaa 4" SCH 40 PVC 2 EFF. DEPTH aaa®aaaaaaa INV.53.58 INV. 53.13 4' 2 X 8.5' 4' PROPOSED DB-3 EXISTING OUTLET BAF LE EFFECTIVE LENGTH = 25' INV. 54.07 7 . "' ' DISTRIBUTION BOX INV. 53.83 (1-120) INV. ELEV.= 52.88 PROP. 1,500 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON ���`� OF ass' BREAKOUT OUTLET TEE AS MANUFACTURED BY NOTES: TUF-TITE, ZABEL, OR EQUAL o DARREN M. TOP CONC. ELEV.= 53.88 ELEV.= 53.88 1) CONTRACTOR SHALL VERIFY ALL EXISTING MEYER PIPE INVERTS PRIOR TO CONSTRUCTION "' INV, ELEV.= 52,88 as kWji�4 aaa . 2) TANK/D-BOX SHALL BE SET LEVEL AND TRUE TO ®®®a®®a GRADE ON A MECHANICALLY COMPACTED SIX ��� ®®i®a®®® INCH CRUSHED STONE BASE, AS SPECIFIED INNITAR�pa BOTTOM EL.= 50.88 aaaa®aa 310 CMR 15.221(2) 3.75' 5 FT. 3.75' 3) INSTALL INLET & OUTLET TEES W/ GAS BAFFLE As REQUIRED SEPARATION 5.83 FT. EFFECTIVE WIDTH = 12.5 SEPTIC, SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 45.05 _ SOIL ABSORPTION SYSTEM (SECTION) (500 GALLON LEACH CHAMBER) GENERAL NOTES: DESIGN CRITERIA 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOGS P#: TPT-19-200 BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE NOVEMBER 8 2019 NUMBER OF BEDROOMS: 3 BEDROOM DESIGN 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 LOCAL RULES AND REGULATIONS. DESIGN PERCOLATION RATE: <2 MIN/IN '3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DAVE STANTON, BARNSTABLE HEALTH DEPT. DAILY FLOW: 110 G.P.D. X 3 BR = 330 G.P.D. TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. Elev. TP-1 De th aev. GARBAGE GRINDER: NO (not designed for garbage grinder) TP-2 Depth 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 56.30 0" 56.05 0^ SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE PROPOSED 1.500 GAL. SEPTIC TANK FROM THOSE SHOWN HEREON SHALL A ENGINEER BEFORE CONSTRUCTION CONTINUES. LOAMY SAND NUES. LOAMY SAND B t LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. REPORTED TO THE DESIGN A TIOYR 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 55.30 3/2 12 55.05 12" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF LOAMY SAND B tOYR 3/2 LOAMY SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF IOYR 5/8 IOYR 5/8 USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 53.05 39" 53.05 36" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE C C STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D IT j 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BOTTOM AREA: 25 x 12.5= 312.5 SF TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. MEDIUM- MEDIUM- 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE PQtC TEST C� ODE SIDE AREA 25 + 12.5) X 2 X 2 = 150 SF THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. A a. 51.63 2.5Y 7/4 - 2.5Y 7/4 TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12' AND I3 OT�TO BE Co SDERED OR A ROPER�Y LINE SURVEY SYSTEM PURPOSES ONLY 45,12 134" 45.05 132' PROPOSED SEPTIC SYSTEM UPGRADE PLAN 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. PERC RATE <2 MIN/IN. (-C2- HORIZON) 89. CHILDS STREET, CENTERVILLE, MA 15. ALL PIPING TO BE 4" SCH 40 • 1/8%FT (UNLESS SPECIFIED) NO GROUNDWATER OBSERVED Prepared for: JayRos Homes Design and Site Plan by: SCALE DRAWN DATE • 1. Darren M. Meyer. ITS.. CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM 12/03/19 to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX981 requirements of 310 CMR 15.017. 1 further certify that I have possed the Soil Eval. Exam in October, 1999. EASTSME)MCN,MA02537 REV DATE CHECKED SHEET NO. 508-362-2922 DMM 2 of 2