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Home My WebLink About0213 PITCHER'S WAY - Health 213 Pitcher's Way Hyannis F/R A = 289 029 r`. t j I t OF BARNSTABLE LOCATION -13 �k7AWN e SEWAGE # Od)— VTf_. AGE wVu'S ASSESS0 & LOT ° '0 INSTALLER'S NAME&PHONE NO. v SEPTIC TANK CAPACITY S�t�IVZ L LEACHING FACILITY: (type) Odl, c <<.- (size) 1 3CLU�� NO. OFBEDROOMS 170A1,r: i'A 2oaie- BUILDER OR OWNER �j1 C.W"S(KJ PERMITDATE: 2116 L2 COMPLIANCE DATE: 0 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 Fumished by � � � � i CN � � � C cl� � o a_o t c Q � - � Not U(} r a lvn'I ' Fee ✓"— THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Jim V j Yes 11 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippYication for Mizpooar *potem Congtructiott permit Application for a Permit to Construct( )Repair(upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. TI Owner's Name,Address and Tel.No. Assessor's Map/Parcel �� 2 2 Inst er's Norte,Address,Ltd Tel.No _ Du l l�arrleo r ss an¢TeJ.No_. Ie /�.�74 , 46 / L��gl n.t�� j9•O- f3o)(, IS S - O1 Middle g a Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 33 q, gallons. Plan Date oca Number of sheets / Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil �aP�1�1 Nature of Repairs or Alterations(A�},swer when applicable r �'/ f�J NING ENGINEER MAT SUPERVISE Date last inspected. INSTALLATION AND CERTIFY IN WRITING Agreement: THE SYSTEM WAS INSTALLED IN STRICT The undersigned agrees to ensure the construction and maintenance of the af`ofe described onQU&- wage disposal system in accordance with the provisionsL�is le 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu Board of lealth. Signed Date /,6 v Application Approved by /tj- Date Application Disapproved for the following reasons Permit No. 2W) _2-1V Date Issued u a 1 17 '- T—r, Fee JV / t. THE COMMONWEALTH OF'MASSACHUSETTS Entered in computer: 1.Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES E MASSACHUSTTS 01pprication for Migotaf 6potem Construction Permit Application for a Permit to Construct( . )Repair(Xpgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. S 4 A XOwne rtsnName,1 dd� ,s rS Tel. o. AAJ1Assessor's Map/]Parcel ,2 �� q��,-r,� JL.G --h, Inst er's N "e,Address d Tel.No Designer's Name,Addrgss_an Te:No. _ V , r f�iiul t k�/Dl1t��E jritJtl NeYi� aan nn Sis r0j9 07-&0l M dcf 15 q Vie-9 423 Type of Building: Dwelling No.of Bedrooms � Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 w gallons per day. Calculated daily flow 33 q,' gallons. Plan Date D Number of sheets Revision Date Title Size of Septic Tank ) Type of S.A.S. AZ We YYGt u Description of Soil 19t j/&/I Nature of Repairs or Alterations(Agswer when applicable)�7A ) `,411 e I A-1U) lqY) aaJ S. r Dateflast 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`Tf Title 5 of the Environmental Code and not to place the system in operation until a Certifi-, 't ca'te of Compliance has been issueA by t is Board of Hea Signed tit�. Dated o '7b Application Approved by Date /f A 2 Application Disapproved for the following reasons Permit No. .7uy)— ? Date Issued u a THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance S THIS IS TO CERTIFY, that the On-s'te ,ewagettDisposal System Constructed( )Repaired'(` )Upgraded1..d-i____0 Abandoned( by at of 4 a C 1 / 1 000_AAL 5 has been constructed in accordance with the pro5is , ns of Title 5 d VM, sal Syst m Construction Permit No. )Od-7 —2 el I dated u'A .r Installe, /� Designer 1 The issuance of s p rmit shall not be construed as a guarantee that the systemr w 1 functiop as�desi d. Date (l u Inspector ' 1 No. Fee q J a-t f THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mi5po!gar *p5tem Con5truction Permit Permission is hereby granted to s,�ct( Rep��r )Upgrade,( )blo�n�( ) System located at t n � l W W 64 ZA a 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 must be completed within three years of the date of this Date: /�[/ Approved by F T WN OF BARNSTABLELOCATION G SEWAGE # , VILLAGE ASSESSO &c LOT o p INSTALLER'S NA6&.PHONE NO. �•v SEPTIC TANK CAPACITY � QZ- k (size), ,c y LEACH �ecING rACILFry: (type) � NO.OFBEDROOMS iVOMf' "A Zovle- �� s BUII.DI~R OR OWNER PERMIT DATE: e COMPLIANCE DATE: 0 2 Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by U er o 6 0 July 17, 2002 Outback Engineering 106 West Grove Street Middleboro, MA 02346 (508) 946-9231 Town of Barnstable Health Dept. 200 Main Street Hyannis, MA 02601 Re: 213 Pitcher's Way/ Septic Inspection To Whom It May Concern: Outback Engineering has conducted the necessary inspections for the newly installed septic system for the referenced property. This system was found to be in compliance with the approved plan. Y P Pp Very truly yours, % James A. Pavlik P.E. i i r - BENCH MARK: TOP OF FND. _ T ELE.= 3,5.50 (SAS) SHALL BE ��51 a � S MANHOLE COVERS TO EXTEND TO 34.25' LONG WITHIN 6" OF FINISH GRADE 11.0' WIDE M 5 10" DEEP VJ¢ELKDv f :y: Locois BAFFLE REQ'D S EL=24.50 ��?c��C� h _ - �.Z7.� D.B. � 2" PEASTONE TOPPING �-- 1� 5O4 - --_ - ---- - - vA� 3 , i .o CAP ENDS GENERAL NOTES: 0 6• c�tustEn { 3' -- -- -- -- -- -- - `�_3[4" DOUBLE WASHED — ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM. EL Z3c4 siTONE ALL AROUND SYSTEM PIPE SHALL BE EITHER C.I. OR SCHEDULE 40 P.V.C. — dl THE BOARD OF HEALTH SHALL BE NOTIFIED 20' MIN. 1.5 31.25' .5' PRIOR TO BACKFILLING OF SEPTIC SYSTEM. USE FIVE (5) INFILTRATORS — SEPTIC SYSTEM STRUCTURAL COMPONENTS SHALL BE CAPABLE OF WITHSTANDING A SOIL TEST LOG PROPOSED SEPTIC SYSTEM WITH 4.0' OF STONE ® SIDES H-10 LOADING, UNLESS SPECIFIED OTHERWISE PERC RATE=< 2 MIN/INCH NO SCALE & 1.5' OF STONE ® ENDS SEPTIC SYSTEM UNDER DRIVEWAYS SHALL NO STONE AT BOTTOM _ COMPLY WITH A H-20 LOADING. DEPTH ELEV.= 21,0 DESIGNING ENGI�NpE CERTIFY N WRITING 0 3J INSTALLATION p IN STRICT THE DESIGN AND COMPONENTS OF THE SEPTIC A LOAW SAND 1DYR YYTEM WAS ONSTALLE SYSTEM SHALL BE IN COMPLIANCE WITH .THE THE S STATE OF MASSACHUSETTS SANITARY CODE LOAMY �D IOYR (ak, ACCORDANCE TO PLAN• TITLE V, AND SHALL BE IN COMPLIANCE WITH tier THE LOCAL BOARD OF HEALTH RULES AND - REGULATIONS. Ct MEDIUM SAND THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL UNDERGROUND UTILITIES AND tea" �.00 ^^ SHALL NOTIFY DIG - SAFE PRIOR TO L` CONSTRUCTION. pk w A `e, — NO GARBAGE GRINDER N i DESIGN CRITERIA: LEGEND: <,t-A ' °a '" \ S DESIGN FLOW EXISTING CONTOUR — — — — — + �,RA�E ®x 3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P.D. WATER SERVICE —W—yV-- -o ��, i� O --� Z� REQUIRED SEPTIC TANK: TEST HOLE le . \9 ty _ OCtA TA N K GAS SERVICE —C,—G 'S, 2� SEPTIC TANK PROVIDED -(j goo 4,A,L BENCH MARK QBM / _ DESIGN PERC RATE <2 MIN/INCH CE SSpOO L �o l �'� ` SIZE OF REQ'D (SAS) AREA = 330/0.74 = 446 S.F. `. J �` 3S-50 SIDEWALL 2) 0.83)(34.25)+(2)(0.83)(11)= 75.12 S.F. S 1A I �' \ �� BOTTOM f 11�(34.25) = 376.75 S.F. � 2 SIZE OF LEACHING FACILtTY PROVIDED: � �— 3v 376.75 S.F. + 75.12 S.F. = 451.87 S.F. NOTE: / / 2"L 3�- / Jx = 334�4 GPD PRIOR TO INSTALLING THE NEW (SAS) THE ` AND BACKCONTRACTOR SHALL PUMPOUT FILL WITH CLEAN MEDIUM SAND OLS �P�tKOFINgss9 �� 3 e ' EFFECTIVE DEPTH: 10" IF CESSPOOLS ARE ENCOUNTERED IN THE o�'� cyG '( t EFFECTIVE LENGTH: 34.25' (SAS) AREA THEY SHALL BE REMOVED �� JA. PAEL K EFFECTIVE WIDTH: 1 1.0' S CIVIL No.3646488 OUTBACK ENGINEERING 106 WEST GROVE STREET MIDDLEBORO, MA 02346 0 N (508) 946-9231 r / o, Z (j W'A Y PROJECT: SEPTIC SYSTEM REPAIR �\ Z► 3 FOR WAY • s�ua AS SHOWN orw� er: JP MA'2&"(/ LOT ( I owN ANA r\]tGic�ft I.1i 2 ► 3 1)1 TL H Fib. v✓'A y