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HomeMy WebLinkAbout0070 FIRST AVENUE (HYANNIS) - Health 70 FIRST AVE., HYANNIS . A= TOWN OF BARNSTABLE LOCATION '_7© 17, \Q� /tf,_ SEWAGE# VILLAGE r ASSESSOR'S MAP&PARCEL a o o� INSTALLER'S NAME&PHONE SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) a Y k 4Q ` NO.OF BEDROOMS L OWNER �6 PERMIT DATE: 7 3 Q COMPLIANCE DATE: Separation Distance Between the: I 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 FURNISHEDBY� 0 b, Q3 A� Ll �' 00- � _ �V of 90 00 �Q Q' 'D F � No o 9 Fee �%A-11F THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitatlon for Vsposal 6pBtem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade V Abandon( ) Vmplete System ❑Individual Components Location Address or Lot No. r�Q ,rS, Owner's Name,Address and Tel No.d l� '1 Y'\3?3 Assessor's Map/Parcel oZ6 O d Installer's Name,Address,and Tel.No. 7 Q77 6o5S Designer's Name,Address,and Tel.No. �ZGO-33 141 Type of Building: Dwelling No.of Bedrooms 6, o`� Lot Size , aQQ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) CY C40 gpd Design flow provided L7( 44 47( gpd Plan: Date �� Q�� Number of sheets Revision Date Title Size of Septic Tank 1`j00 Q+, a (,a 4Type of S.A.S. Description of Soil A,-" Nature of Repairs or Alterations(Answer when applicable) Y<�_—,CALK�-mil =� o ��3 -s w�.� as' aL(' A. G 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. Si Date Application Approved by --- Date -00 Application Disapproved by Date for the following reasons Permit No:��10 050 Date Issued 3 t, Xy No. 0 o ` r, Fee /W THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN`OF:.BARNSTABLE, MASSACHUSETTS Yes 01ppIication for Disposal 6pstetn Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade VrAband,n( ) `OComplete System ❑Individual Components t Location Address or Lot No. rlQ 17 rs, � Owner's Name,Address,and Tel.No. t1 --IS Y"\��� S ', •t'�v.wY:.sp�.r�L;e\�c� ,1`.rat-•-. 3��^���' ��.5 Assessor's Map/Parcel 'a6 �O 1!�:,' , Installer's Name,Address,and Tel.No. S1:=1Y`Z77-o055 Designer's Name,Address,and Tel.No. '�G0'3 3/l ` �`��-��` �ocsC`G.T �,1'cC-.t�V�•`�.g ��(,•c.r-•-•+C Sc�J�.� �..r-G B t Type of Building: L/ Dwelling No.of Bedrooms 7 co_� a Lot Size ti"z . (7)C'j sq.ft. Garbage Grinder( ) Other Type of Building —,�. No.of Persons Showers( ) Cafeteria( ) +t� - 4, Other Fixtures '�'­DesignFlow(min.required) i C4Q gpd Design flow provided �(� gpd Plant, Date \'� ©\C=P\ Number of sheets Revision Date Title J_ ✓� ( I Size of Septic Tank Q, " a 6p Type of S.A.S. Description of Soil Nature of Repairs or Alterations(-Answer when applicable)_u_ \S�� Gd\l e v�y <J► 11��� Date last inspected: Agreement: �t 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. Si �'�� Date -7/3 tl Application Approved by Date 3 Application Disapproved by Date for the following reasons Permit No. ��� S� Date Issued 3 --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(. ) Upgraded Abandoned( )by at-7<Z) .n r-1 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No201 q"2-50 , dated -4131 Zo 19 Installer #bedrooms - �-a7 Approved design flow 1,�. gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. ! f Q Date 7 - ; Inspector l b V - --------------------------------------- ---------------------- No. 00( 1 2 5o Fee-k 00 °o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Constructiott Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(�/ Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized/his er duty to comply with Title 5 and the following local provisions or special conditions. / Provided:Co strucf on must be completed within three years of the date of this permi,. Date 3 Approved by Town of Barnstable Regulatory Services _ Richard V. Scali,Interim Director DIAS• eu�rers�. ; 03 Public Health Division 1��` r Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: �� Sewage Permit# Assessor's Map\Parcel Designer: Installer: —' Address: Tov i Address: �, � 9-mot r QUA 1 -,� - issued a permit to install a (dat ) (installer) septic system at l r'�' ( V�n t� -+based on a design drawn by (address) DAV'Q,V\ W\4 dated �v (designer) Meki Ems I certify that thevseptic 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 IAA approval letters(if applicable) OF' (Installer's Sign tune) E �No. 1140 (Designer's Signature (Affix sere) PLEASE RETURN TO B . TABLE PUBLIC HEALTH D ON. 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 Make application to local Fire Department. Fire Department retains original application and issues duplicate as Permit. 2,6 lo APPLICATION and PERMIT for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: • Tank Owner Name(please print) Charles Lockhart X Signature(it aplyutg orpermu Address 24 Charles St. , So. Yarmouth, MA 02664 Sweet city State zip i Company Name Advanced Fnvjrnnmmerital Co. or Individual Print Print Address 1? Address .� y,t Print Signature (if plyin f . per Signature(if applying for permit) I IFCI Certified Other rJ IFCI Certified 1. O LSP # Other i i Tank Location 70 1sttAve,, Hyannisport'—� - SteatAddress - city Tank Capacity(gallons) I Substance Last Stored 2 Tank Dimensions(diameter x length) Remarks: 4"Y o� � ' ,� pit Firm transporting Environmental State Lic. # MV5083856" -+ Hazardous waste manifest# E.P.A.# f I .Approved tank disposal yard James G.Grant Co , Inc Tank yard# 008 I Type of inert gas _ Tank yard address wo oot t St: Read3Alle,; MA City or Town d"Ivt (� FDID# Permit# 001011 _ Date of issue Z�/l y Date of expiration �zl2=Z 2-0a a Dig safe approval number: 20000701172 Safe Toll Free Tel. Number- 600-322-4844 Signature/Title of Officer granting permit After removal(s)send Form FP-29OR signed by Local Fire Dept.to UST Kegulatory Cor S lFJ/fj (A . 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A O F7 < z U) Mz ------_ - oa co -F M 0 C�I O M J -u c) z m 0 F (J1 zo _00 O :j o -o o > �D C', D CO O D N --i I--- %;V , 0 C z z r- c) 00 T �Z-u=1-v 00D r r 2 M Own Z O v . rm--ma x C7 D U) D N m m z m z o o., SEVENTH AVE 0 z O m z.. (n D U) M cD _ r^ W SIXTH 7AVE. -� (n m '� O C/) Z= L4 — s O o D 2 D D D m rl rn� FIFTHAVE m o °- X1-, 0 O v 9li m Z 700 -n v w O FOURIH A . m K N O �I O15 �" i' o D y -< D n D o z r0 0 D co v OD C7 o N = M D �7 0v o D C THIRD AVE _ W = O (/) r�r+ �u N — f Tl (n N N (n :0 X O 9 o o �7 O Q D o z O SECO D AVE. D cD � O y 100 F � < D m v W D � (/) J S113 0 -0 0 z > � Z -0 FIRST AVE. 3 — _ fTl z fTl r p z DM o N l J r r ELEV. (BLDG 1) TOP OF CONC. FND. NOTE: COVERS TO BE BROUGHT TO W/IN NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS = 35.19 3" OF GRADE WITH RISERS C jy ELEV. (BLDG 2) FINISHED GRADE (34.3) TOP OF CONC. FND. F.G.EL: 34.6 F.G.EL- 34.5 F.G.EL: 34.3 F.G. EL: 34.3 INSTALL RISERS W/IN 3- OF FINISH GRADE 34.74 c� MAINTAIN 29' MIN SLOPE OVER LEACHING AREA t a " EL.32.50 ` a A ^� 6" INSPECTION PORT TO BOTTOM OF STONE ;a 6.. " _ W/IN 6" OF FINISH GRADE (USE PERE PIPE) A 10"I 19" -M 19" 19" l 6� TEE'S ARE TO BE INV. INV. .•• ... INV.= 31.50 4" SCH 40 PVC INV.= 31.25 50OG EL.= 31.10 = 30.90 INV.= 30.75 EXIST. OUTLETS 1,000c COMP. r COMP. GAS PROPOSED DB-5 0 I NV.= 32.60 BAFFLE GAS BAFFLE H-20 DISTRIBUTION BOX air W FILTER Q INV.= 32.51 :.......,, . I_ 25' i PROPOSED 1 ,500 GALLON FXn^F� Paz 77XES 2-COMPARTMENT SEPTIC TANK INV. ELEV.=30.75 BREAKOUT EL = 30.75 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING END ELEV.=30.62 PIPE INVERTS PRIOR TO CONSTRUCTION 3 2) ALL COMPONENTS SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN r BOTTOM EL.= 30.12 310 CMR 15.221(2) 2.0'�5' S' 3) INSTALL INLET & OUTLET TEES W/ ; 24' SEPARATION 7.36 FT. GAS BAFFLE AS REQUIRED SEPTIC SYSTEM PROFILE SOIL ABSORPTION SYSTEM (SECTION) 4) PLACE ZABEL FILTER IN OUTLET TEE AS SHOWN BOTTOM OF TESTHOLE EL. 22.76 DESIGN CRITERIA SOIL LOG S TPT 19-40 DESIGN FLOW: TWO - 2 BEDROOM UNITS TOTAL FLOW: 4 BEDROOMS ® 110 GPD/BR - 440 GPD DATE: MAY 30, 2019 DESIGN PERCOLATION RATE: <2 MIN/IN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) SOIL EVALUATOR: DARREN MEYER, CSE 1614 GARBAGE GRINDER: NO (not designed for garbage grinder) WITNESS: DAVID STANTON, BARNSTABLE HEALTH SEPTIC TANK: 440 gpd x 200% = 880 gpd total storage required USE 1,500 GALLON 2-COMPARTMENT SEPTIC TANK (1000G/500G) Elev. TP-1 Depth Elev. TP-2 Depth- **meets 2 compartment tank requirement** 33.76 A r0" 34.25 A 0" LEACHING AREA REQUIRED: (440)/.74 = 594.59 S.F. LOAMY SAND LOAMY SAND DISTRIBUTION BOX: USE (1-120) DB-5 DBOX OF /,,s 10YR 3/2 10YR 3/2 32.94 B 10" 33.50 B 9" PRIMARY S.A.S. DARREN M. yGn LOAMY SAND LOAMY SAND USE 25'L x 24'W x 6"D LEACHING FIELD W/ 5 LATERALS No 30.94 10YR 5/8 10YR 5/8 34" 31.33 35" BOTTOM AREA: 25 X 24 = 600 SQ. FT. 1 C C TOTAL AREA = 600 SQ. FT. I TOTAL SQUARE FEET PROVIDED = 600 vs. 594.59 REQ'D � NITWa� Map i Map DESIGN FLOW PROVIDED: 0.74(600 S.F.) = 444.0 G.P.D. vs. 440 G.P.D. req'd .7 l 2.5Y 7/3 I11 2.5Y 7/3 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 22.76 132 23.25 132" PERC RATE <2 MIN/IN. (-Cl- HORIZON) PERC RATE <2 MIN/IN. (-Cl- HORIZON) 70 FIRST AVENUE, HYANNISPORT, MA NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED Prepared for: Phillips/Ready Rooter Ex. {: Design and Topographic Plan by: SCALE DRAWN DATE MEYER&SONS,INC. N.T.S. DMM 07/02/19 • I. Darren M. Meyer. R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 POBOX981 REV. DATE SHEET NO. to conduct soll evaluations and that the above analysis has been performed by me consistent with the E4STSANDWICH,MA02537 CHECKED requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October. 1999. 508-362-2922 DMM 2 of 2