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HomeMy WebLinkAbout0098 SEVENTH AVENUE (HYANNIS) - Health 98:SeVenth.Ave l West HyannisPort. A= 245 65' 8 A = i o • 0 ~ TOWN OF BA-RNSTABLE L0Z ATION iZ!V8Ax9 V F°- SEWAGE # VILLAGE AwX ASSESSOR'S MAP & LOT // INSTALLER'S NAME&PHONE NO. 60 s,P4ri1 SEPTIC TANK CAPACITY /' oo LEACHING FACILITY: (type)�/��L /8y Z�(size) 7,5;- /7 NO.OF BEDROOMS__' _. R OR OWNER 0-0A*i PERMITDATE: COMPLIANCE DATE: t!�— 2 7- 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 -r P© I �1 O� r . f 4ve a Na G= ' Fee THE.COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTAB.LEa MASSACHUSETTS application for Migpoof *pztem Com0truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System O Individual Components Location Address or Lot I�jo. 5���� e Owner's Name,Address and Tel.No. Assessor s Map/Pazcel 4/5- O HM;ll✓�A ee Installer's Name,Address,and Tell.No. 111,keE &s-e f Designer's Name,Address and Tel.No. �,�'j� [ 0 M .19% C4,,✓GZ J1 t. /Iarwf o1,q /y,.aN��S /�!'Q 7qO 97,74> X/3v- 0 6% z Type of Building: / Dwelling No.of Bedrooms Lot Size % _sq-fr. Garbage Grinder( ) Other TI pe of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures C Design Flow 4/6 t' • S gallons per day. Calculated daily flow 4/y d gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /S� Type of S.A.S. Z'v le Description of Soil 'Pe g o Nature of Repairs or Alterations(Answer when applicable) /ee,01C Le r-Pf'S,avyAl u.,.-T� 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 Certifi- cate of Compliance has been issued by this B and of Health, Signe Date Application Approved by Date b Application Disapproved for the following reasons Permit No. E>ky U 5 Date Issued No. r7� ""•:. ��� aa�y�z K+7- Fee� �—•- - THE'COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes "PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Yicatf on-for Ote;p0al *pgtem Con!6truction Permit } Application fora Permit to Construct( )Repair( )Upgrade( . )Abandon( ) ❑Complete System ❑Individual Components Location A dress or Lot No 9� SeVP� Ale ' Owner's Name,Address and Tel.No. W.Assessor'sMap/P,f lOr f rQ D y✓1�I ��//� S4 c�o�(�l \" 2 Z15"ZJ O l Installer's Name,Address,and Tel.No. M,t,te &5-e fi' Designer's Name,Address and Tel.No. i99 C4,rcl If Ic f16"44 ltj ;s MR 79v- 9z7o 0 Type of Building: ✓�l .Dwelling No.of Bedrooms Lot Size sgrft` Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 416 Z • 3- gallons per day. Calculated daily flow 'yy gallons. Plan Date Number of sheets Revision Date Title n Size of Septic Tank �SO 0 Type of S.A.S. Description of Soil; SI B ��g A Nature of Repairs or A-l'te-rations(Answer when applicable) eenlc I e rP r s awIr m e-w 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 theprovisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this B. d f Health. Signed Date ° Application Approved by Date 6 -+ ' { Application Disapproved for the following reasons ,.h 1 V. Permit No. Date Issued` ——————————— --- ----------------- 'Y - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS `J Certificate of (Compliance THIS IS TO CERRFYthat t e Oa-site Sewage Disposal System Constructed ( J�Mpaired ( /"'` pgraded-( ) Abandoned( )by Z)0%nk 11 N at �J'S6 �'�'� �^.- y`Q �/",N s fir' has been constructed 'n accofdance with the prov isions of i 1e�5 and the for Disposal System Construction Permit No. DOD 5 �3dated �f -� Installer Y.T�S`Q Designer �-- The issuance of this permit shall t be c+n trued as a guarantee that the syst6m-Vil un,`ti a�designed. Date In � Inspector- V l 1 ..--.--✓'"� No. r-•- � �3 --------------------------Feed THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogar *pgtem Congtruction Permit Permission is hereby granted to Construc ( air(Upgrade ) andon( ) System located atti1�+� � �� �5 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction m st be completed within three years of the date ofIri p Date:_� Approved b Town of Barnstable Regulatory Services ti Tbomas F. Geiler, Director Public Health Division Thomas McKean,Director 200 IV &W S4reet,.Hyanis,MA 02603 Offka: 508-862-4644 Fax: 508-790-6304 Igstailer&Des er CLr.#ftcation Fob Date: Xpesi er: L.-45A L -01i S. . Address: (02- W, CUru:sVr&CZrcS — Address: Afe -was issuccl a permit to instaI1 a (da&j (installer septic system at Se� �.�c�, based on a design drawn by (address) e f�+ V OiAr .._ dated �/ � y� desigraer� ✓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 ' distributi6n box and/or scptic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater thara 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. `t„of mac`. LISP C. . pap stadler's ) t t troll ccnz (Designer's Si tuxe � „'�( X iiigner's St=- p l- e) PLEASIE-RU—MTO -P nD `ll 4N. i C T co NOT ' )! IS a Q:HeQ&/SepddDe&isaar Certifis a FOZM ' , TOWN OF BARNShTABLF„ LOCATION 7 a a/0 lam% �S�EWAGE # l.V f 7qY NAO VILLAGE ASSESSOR'S MAP LOT,/./ 0 INSTALLER'S NAME & PHONE NO. SEPTIC TANK.CAPACITY LEACHING FACILITY:(type)A, d 11cz j pu) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER / &/C BUILDER OR DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No to F—Ud?—N S�C-B 13Y LA +� U O a IZ 4 h o _ ^- o LA O 1500 GALLON SEPTIC TANK DISTRIBUTION BOX CULTEC RECHARGER 180 HD CROSS SECTION LOCUS PLAN NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 100.0 CAST IRON COVER AT GRADE MIN 2% SLQjPE 104.7 2 4 N z N N N N N N N 1\ N X\ x\ x\ x\ x X CraIqvIUe Beach Rd COVER TO BE WITHIN 6"OF GRADE INSPECTION PORTS TO BE WITHIN 6" OF GRADE MIN.12"COVER 1 INSPECTION PORT/ROW (5 TOTAL) 4"SCH.40 P-V.(7- 3"" fNMTM 4"SCH.40 P_V_C S=0-02M[N- 14111 S=0.01M1N. UNITS TO BE COVERED WITH CULTEC 410 FILTER FABRIC Maple 103 0 3" 1 10 .9 0)1 �B S�0,01 MIN, 1311 4"SCII 40 P.V.0 TOP OF UNITS 101.7 '4' j4" \_101.5 > > Pine < 0 A-1::i --------- Z-":75� I F F 4.0' �10 1 J4 1011 14" > in MIN 101.23 X A A A A A A W OPF STONE UNDERTANK:::: '255 3' 10.5' :�- 3' -.5�3'-.5'- 3'-.5' T- BOTTOM OBS 89.2' 17' SITE SPECIFIC NOTES DESIGN CALCULATIONS GENERAL NOTES INTERNAL PLUMBING CHANGES TO BE FLOOR PLAN ALL PIPING TO BE SCHEDULE 40 P.V.C. COMPLETED BY PLUMBER, NOT TO SCALE EXISTING BEDROOMS 4 0 110 G.P.D.= ALL LOCATIONS OF UTILITIES SHOWN ARE AS SEWER LINE TO BE SLEEVED AS NOTED 440 G.P.D. MARKED BY DIG-SAFE AND ARE TO BE VERIFIED BY INSTALLER PRIOR TO NO. OF UNITS 20 CONSTRUCTION SAS REQUIRES NO STONE, REGRADE AS SHOWN 24 DEP effective leaching area 5 sf/If THERE ARE NO KNOWN WETLANDS WITHIN see Transmittal #: W037676 100' OF THE PROPOSED LEACHING FACILITY Modified Certification for General Use UNLESS SHOWN. SUMP PUMP DISCHARGE TO BE FIRST FLOOR Cultec Rechorger 180 - Table 4 THERE ARE NO KNOWN POTABLE WELLS WITHIIN REDIRECTED TO OVERFLOW CESSPOOL, M245 P58 150' OF THE PROPOSED LEACHING FACILITY. (L(unit) X Effective Leaching) # of units THERE ARE NO KNOWN IRRIGATION WELLS SEPTIC TANK TO HAVE CAST IRON COVER WITHIN 50' OF THE PROPOSED LEACHING AT GRADE ON OUTLET END USING P# 10� 936 (6.25 X 5)20 = 625 SF FACILITY CONCRETE RISERS BEDROOM KITCHEN THIS PROPERTY DOES NOT FALL WITHIN A Tn1RsCAPACITY TOTAL 0 0.74 462.5 G.P.D. FLOOD ZONE AS SHOWN ON FIRM MAP uPt THIS DESIGN DOES REQUIRE VARIANCES a8 ACKES TO TITLE 5 (310 C.M.R. 15.00) OR BARNSTABLE INSTALLER TO NOTIFY DESIGNER 24 HOURS THIS SYSTEM NOT DESIGNED TO SUPPLEMENTAL REGULATIONS. PRIOR TO BEGINNING OF JOB TO COORDINATE 3SEASON ACCOMODATE A GARBAGE ALL CONSTRUCTION SHALL BE IN ACCORDANCE INSPECTIONS LIVING DTNINcj PORCH DISPOSAL WITH TITLE 5 AND BARNSTABLE SUPPLEMENTAL ROOM ROOM REGULATIONS. BATH IN-LINE ELEVATIONS PROPOSED AS-BUILT SURVEY INFORMATION INV. @ HOUSE A 103.0 B 102.88 PROPERTY LINE DATA FROM NV INTO TANK 101.75 Terry Warner Surveying 3/31/05 SECOND FLOOR INV OUT OF TANK 1 01.5 NV INTO D-BOX 101.4 PLAN TO BE USED FOR INSTALLATION NV OUT OF D-BOX 1 01.23 OF SEPTIC SYSTEM ONLY INV INTO INFILTRATOR 101.17 BATH BOTTOM OF INFILTRATOR 100.0 NOT FOR DETERMINING PROPERTY LINES BEDROOM SEWER SLEEVE BOTTOM OF OBS HOLE CORNER OF STEPS 105.18 (ASSUMED) t W ITH 6 PVC.FOR 10' OFFICE WATER TABLE NONE ENCOUNTERED Benchmark se t cor, brk, step nN FTTHFP SIDE OF WATER LINE (BEDROOM) El.=105.18 DATE: OBSERVED BY: WITNESSED BY: BEDROOM SOIL LOGS Jon 11, 2005 LISA C. LYONS DON DESMARAIS SOIL EVALUATOR BOARD OF HEALTH _j OBS. HOLE #1 OBS. HOLE #2 IN STREET ELEV. DEPTH ELEV. DEPTH PROPOSED UNPAVED 105.52 105.61 104.5- A LOAMY SAND0" 0.0 011 DRIVE/PARKING AREA E1191 OF Pavement IOYR'3/2 Paved I/ 103. LOAMY SAND -12" Parking 87*22'50' 102-2-5 B IOYR 5/6 -27" C1 MEDIUM SAND L_ Ri�mwAL L) 105.36 84,8 STK/TCK/FND 2.5Y 7/4 'SE T'I'C3)CC INTERNAL PLUMBING CHANGES, BUILDING SEVER TO BE RAISED _40" 105,21 TO ELEVATION 102,75. SUMP PUMP 101.2- 2F AK DISCHARGE TO REMAIN AT 101,63. C2 IFINIE SAND S TIC/GND LEACHING AREA NOTES; 104 04 104, SUMP PUMP DISCHARGE TO BE 99.9---- 2.5Y 6/t (r-ou'.0 20 CULTEC RECHARGER 18OHD UNITS 15" 5 ROWS OF 4 UNITS (17' X 25') REDIRECTED TO OVERFLOW C3 j_vAMy SAND NO STONE IS REQUIRED CESSPOOL. FIRST CESSPOOL TO 2.5Y 5/4 tPIP-M) UNITS TO BE COVERED WITH 41 BE PUMPED AND FILLED, 95.75-- -4 05 A ro CULTEC #410 FILTER FABRIC C4 MEDIUM SAND 04.5 2.5Y 7/4 4 MIL VINYL BARRIER TO BE INSTALLED 91.5- _156" I As N➢ICATED 0 #98 1041 C� TDF=104,86 C3 Benchmark set (Assumed.) Right cor, conc. walkout VARIANCE REQUEST BIN-DA E1.=100,89 (Assumed) 1FT E 04.40 NO GROUNDWATER ENCOUNTERED 104. 1 04 0 lagston 1. TO INSTALL SAS WITHIN 20' OF FOUNDATION, <1_ 103.49 L3 Patio SAS WILL BE 8.5' FROM FOUNDATION. PER(RATE<2 MrNS. INCH 1FT-PINE Beck A 4 MIL VINYL BARRIER WILL BE INSTALLED BETWEEN CESSPOOL TO BE Deck SAS AND FOUNDATION. PUMPED AND 98.98 FILLED STK/FND 2, TO INSTALL SEPTIC TANK WITHIN 10' OF SLAB FT­I Paved 100.08 FOUNDATION. 17r 99.92, 10126 101.08 S 97* 2'50' W Stockade Fence 98.17 TANK WILL BE 4' FROM SLAB, A 4 MIL VINYL BARRIER WILL BE INSTALLED BETWEEN THE TANK AND THE FOUNDATION. -0094 TERRY ANC WARNER BETWEEN WE/N L No. 721 BETWEEN 00" "14z ,A OF k4 A(4 PLAN SHOWING: PROPOSED SEPTIC SYSTEM REPAIR IN BARNSTABLE 'p I_S'A C FOR: DRAWN BY: LISA C. LYONS / !!! / ZC-) 0 Ly 0 A S n 0/6's DONNA MILLER DESIGNED & CHECKED BY: LISA C. LYONS LIC . # 1143: LOCATION: REVISIONS:DESCRIPTION: DATE: 98 SEVENTH AVE,W. HYANNISPORT 040 ll LOT#: DATE: se W" Sol rfQED S ISA C. LYONS, R.S. M245 P5 8 APRIL 8,2005 1116111% SCALE 1 : 30 1 CERTIFY THAT THIS PLAN CONFORMS TO LISA C . LYONS , R . S. (508) 790-9270 TITLE 5 AND YARMOUTH B.O.H. REGULATIONS HYANNIS, MASSACHUSETTS (774) 487-1638 (EXCLUDING WAIVERS SPECIFIED)