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Home My WebLink About0135 STRAWBERRY HILL ROAD - Health 135 Strawberry Mill Rd Centerville A = 247 - 1.38 I®� SMEAD No.2453LOR UPC 12534 smeed.com • Made to USA J�VaOYC(,!�) 1 r lFtoW9FL$ U um SFIFlimulmS8U#LGlt3kEQUAwam OFW*SA FctOWM COMF ED SOURCING WWYLSFMt°.MM3 TOWN OF BARNSTABLE LOCATION W�( 4 SEWAGE # 20A.) ' 177 VILLAGE--�L�� SSESSOR''S MAP & LOT 2 K 7 3� INSTALLER'S NAME&PHONE NO.�� b S 77�'� F� SEPTIC TANK CAPACITY LEACHING FACII.I'I'Y: (type) 4.C, 77vtvr-t S (size) NO.OF BEDROOMS BUILDER OR OWNER Doti PERMITDATE: " ba COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 LLJ A% � -D-Qa� No. 1 —V� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Rpplitatton for �Digaar bpotem Construction Permit Application for a Permit to Construct( . )Repair(Apgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 135aw Jj Ow er's N Address andTel.No. Assessor's Map/Parcel �p a, I ,e m� /7� r' Q Installe's Name,Addres ,and Tel.No. O D sign/er's N e,Address and Tel.No. bet_45 al N 2f�7 3 �o , -�� hr�o✓e tv-�c7- Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder. Other Type of Building S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //11D gallons per day. Calculated daily flow gallons. Plan Date Number of sheets / Revision Date Title Size of Septic Tank Type of S.A.S. �d Description of Soil n (o-� Nature of Repairs or Alterations(Answer when applicable) 4 1 S�/1 k p,�L �_,&e IZ /J,P/i /�)La_A Date last inspected: DESIGNING ENGINEER MUST SUPERVISE Agreement: INSTALLATION AND CERTIFY IN WRITING The undersigned pagrees to ensure the construction and maintenance of the afore de c Yr 2 p Aaf�ff`4 1� TRICT in accordance with the rovisio of Title 5 of the Environmental Code and not to lace t t ntl a Certifi- cate of Compliance has been iss d by his Board lth. Signed Date Application Approved by Date Application Disapproved for the ollowing reasons Permit No. C) Date Issued �� Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in compute Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS i ZIpprtcation for Miopoaf 6potem Conotruction Permit Application for a Permit to Construct( )Repair(/upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. 135 4rawbe �' VM OCa rs Address an Tel.No. atd lus�r f b It i®r e�— . Assessor's Map/Parcel ��2,� a•, J Ali, P M,9 017106 Installe's Name,Addres ,and Tel.No. Designer's N,�e,Address and Tel.No. " I �►-lt'gG I be145 �1Ctr'Y1e5 r 40n5Py-t-r to �es� hro✓c Sfr�cT W. a rnoaLh H(4 02 Type of Building: Dwelling No.of Bedrooms G, Lot Size sq.ft. Garbage Grinder.( Other Type of Building . No.of Persons Showers( ) Cafeteria( ) Other Fixtures Y Design Flow Z/VD gallons per day. Calculated daily flow gallons. Plan Date 1�-02 -D r7-- Number of sheets Revision Date Title Size of Septic Tank 5a) 612 P 0 IL, InZLd Type of S.A.S. i' ;h PA le "a Description of Soil o Nature of Repairs or Alterations(Answer when applicable) ..!n S Id 0 Ito 4/ 4f 41,e / 0'eA h 1c, A L4 f STO OJ DDZip W1 `7 r'A I,AZ e,(rjrS c S r SU 4 aw _,o v7!( Date last inspected-.- Agreement: a 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 iss d by is Board o e lth. Signed �r Date a 7)a Application Approved by M ' k Date Application Disapproved for the follow,ing reasons Permit No. Date Issued i •I tiiz THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS /(Certificate of (Compliance THIS IS TO CERTIFY,, that the O -site Sewage Disposal System Constructed( )Repaired (.�)Upgraded( ) Abandoned( )by at - 1 r_U 1-tIll LG Q has been constructed in accordance with the pro',i�Ji�o of Title 5 and-the for sposal System Construction Per t No. 1 ��dated ` Installer �lil' ,� �i.PJl,�s ' Designers-I'w WIL) The issuance of this permit shall not be construed as a guarantee that th, system will funct•on as designed: Date `.I'b o Qt to S o?g -;.. Inspector V i U r.` No. �_�� -------------------------Fee THE COMMONWEALTKORMASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS miopooar 6potem onotruction Permit Permission is hereby granted to Construct Repair ra e Abandon ) Pg f� System located at 13 5 ay)b?rIL4 ,,)f.l j / S'06,t". � r 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. C Provided:Construct-ion must be completed within three years of the date of this perinit. A Date: ( � 1�� Approved by PP Y i' i TOWN OF BARNST ABLE LOCATION �� 9AW SEWAGE # Odd �77 VILLAGE ht POD\ ASSESSOR'S MAP & LOT 2 q7 l3� INSTALLER'S NAME&PHONE NO.��-✓ SEPTIC TANK CAPACITY /' S�b �o •�" `r+a"`� ��,/ LEACHING FACILITY: (type) `7 ur-t (size) NO.OF BEDROOMS - BUILDER OR OWNER—i�,�>6,c i V\o N 'O PERMIT DATE: 'a 1.7 Lo- COMPLIANCE DATE: .3 Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 LLJ �r 0 13 l9 'D-BoK OUTBACK 106 west Grove Street Middleboro, MA 02346 ENGINEERING, INC. Tel.: 508 946-9231 Fax: 508 947-8873 March 1,2002 Town of Barnstable Health Department 367 Main Street Hyannis, MA 02601 Subject: 135 Strawbeny Hill Road,Septic Repair Inspection To whom it may concern: An inspection of the newly installed Title V septic system for the subject property was conducted. I hereby certify that the new septic system has been installed in compliance with the approved plan, dated 2/22/02. Very truly yours, � y Ja a 7Pavlik, .E. i � Y BENCH MARK: TOP OF FND. Locus - ELE.=34.30 i - .. (SAS) SHALL BE � MANHOLE COVERS TO EXTEND TO . 4 .0' LONG WITHIN 6" OF FINISH GRADE 11" WIDE o � 10 DEEP 2X BAFFLE REWD '' CRAIGVIU.E BEACH 32.50 NEW . Ox 31.8 1 D.B. 2 PEASTONE TOPPING POLYETHYLENE� 31.36 - - - - - -- - - 0 1,500 GAL L 3 _ _ CAP ENDS GENERAL NOTES: 4' 6' CRUSHED ONE 3' . -- # - ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM. - - /4" DOUBLE WASH SYSTEM PIPE SHALL BE ErrHER C.I. OR 6• CRUSHED STONE EL=30.33 ONE ALL AROUND SCHEDULE 40 P.V.C. 34' - THE BOARD OF HEALTH SHALL BE NOTIFIED PRIOR TO BACKFILLING OF SEPTIC SYSTEM. __._ 20' MIN. 1.0 43.75 .0' - SEPTIC SYSTEM STRUCTURAL COMPONENTS SOIL SHALL BE CAPABLE OF WITHSTANDING A PERC RATE—<LOG 2 MIN/INCH USE SEVEN (7) INFILTMTORS H-10 LOADING, UNLESS SPECIFIED. OTHERWISE PROPOSED SEPTIC SYSTEM WITH 4.0' OF STONE ®SIDES - SEPTIC SYSTEM UNDER DRIVEWAYS SHALL NO SCALE do 1.0' OF STONE ® ENDS COMPLY WITH A H-20 LOADING. oEPrHo ElEV.=34.0 NO STONE AT BOTTOM -THE DESIGN AND COMPONENTS OF THE SEPTIC A UMY SAM MR 3/3 NOTE: 7.0' SYSTEM SHALL BE IN COMPLIANCE WITH THE v 1 a LOAMY SMO 2M 5/6 PRIOR TO. INSTALLING THE NEW (SAS) THE � 3t•18 CONTRACTOR SHALL PUMPOUT ALL CESSPOOLS } STATE OF MASSACHUSETTS SANITARY CODE AND BACK FILL WITH CLEAN MEDIUM SAND TITLE V, AND SHALL BE IN COMPLIANCE WITH C1 COARSE SAM 1MR 7/0NOTE: EL=23.33 IF CESSPOOLS ARE FOUND WITHIN THE SAS BOTTOM TEST HOLE THE LOCAL BOARD OF HEALTH RULES AND AREA THEY SHALL BE EXCAVATED AND REMOVED. WELL MIW-29, ZONE B ADJUST,viENT =2.0' O WATER OBSERVED REGULATIONS. or Cs SAND 2M 8/3 5.0' SEPARATION FROM BOTTOM (SAS) AT THIS DEPTH - THE CONTRACTOR SHALL BE RESPONSIBLE FOR 12. 23-M LEGEND: TO BOTTOM OF ADJUSTED TEST HOLE r LOCATION OF ALL UNDERGROUND UTILITIES AND SOIL TEST CONDUCTED ON DECEMBER 11, 2001 ELEVATION HAS BEEN PROVIDED'FOR IN as SHALL NOTIFY DIG - SAFE PRIOR TO BY BRuw CELL& SOIL EVALUATOR EXISTING CONTOUR ----34---- IN, THIS DESIGN 4 �. WITNESSED BY: DAVID STANTON. AGENT EXIST SPOT ELEV 34.20 � ` a. t {��. CONSTRUCTION. BARNSTABLE HEALTH DEPARTMENT WATER SERVICE W—W' ,, �. h* . PA6 ` - NO GARBAGE GRINDER PERC TEST o 40" TEST HOLE53 NO WATER OBSERVED w sv' ex BENCH MARK OBM d\ �0 "` DESIGN CRITERIA: i .-. DESIGN FLOW (�?PRoX. LocpTIo1J f rF7 4 BEDROOMS AT 110 G.P.B. / DAY 440 G.P.D. REQUIRED .SEPTIC TANK: 2�0 t I POLYETHYLENE TANK SEPTIC TANK PROVIDED 1,500 GAL S�Ep o DESIGN PERC RATE <2 MIN/INCH MAP 247 LO � C.• SIZE OF REQ D (SAS) AREA = 440/0.74 = 595 S.F. -�I � T 138 SIDEWALL 2) 0.83).(45.75)+(2)(0.83)(11)=94.2 S.F. O 00 i"� �R1V� WA I BOTTOM �11�(45.755) = 503.25 S.F. co y ' n � Za 1 I � SIZE OF LEACHING FACILITY PROVIDED: CO w J 503.25 S.F. + 94.2 S.F. = 597.45 S.F. / " + = 442.1 GPD p, GrG 3�'I� 33, EFFECTIVE DEPTH: 10n ( 1 T" l p,J TEST VAOL N,. i ' ' i EFFECTIVE LENGTH: 45.75' '- v 10� I I EFFECTIVE WIDTH: 11.0- flu ' rN i I � IT• O.• r, = 3�-,30 -° I L� OUTBACK ENGINEERING � 106 WEST GROVE ST. I t r , LA' Est)KtA) I m MIDDLEBORO, MA 02348 9 ` (508) 946-9231 Gj [ Q f OI D:� PROJECT: SEPTIC SYSTEM REPAIR -- � - _ - I FOR ^� I 135 STRAWBERRY HILL RD. \ ! 1 V AS SHOWN " JP 2/22/02 1 NEW MAP 247 / LOT 138 REV11111 ere PL AN V — OWNER: CARL F. RAIMONDI 162 HARTFORD ST. t NATICK, MA 01760 l" = 20' ;t