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Home My WebLink About0237 OLD YARMOUTH ROAD - Health n 237.OId Yarmouth Road Hyannis rx A 344 042 e o a TOWN OF BARNSTABLE LOCATION Q 37 txn Pz. SEWAGE # M. —Q%5' VILLAGE #yAlyvLS ASSESSOR'S MAP & LOT_3" y INSTALLER'S NAME&PHONE NO. SM!�AYbTTd-z 4904,108 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) %1 11nP6 (size) WX 6 u NO.OF BEDROOMS BUILDER OR OWNER /�21C.�d��t TO1''1a1yoAl PERMITDATE: COMPLIANCE DATE: 4-il as 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 �Y� � .� `0 6 �� _ � � �. t -� � � � �� . low No. V —V YJ t Fee "Gar THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZppYication for �Di!gpooal bpotem Conotruction Permit Application for a Permit to Construct( )Repair(t/)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. X-7 60 L bmvTR AO, Owner's Name,Address and Tel.No. Assessor's Map/Parcel , 'IICW� TOM!`�.�1V 3 -14a /DNS a G Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 2,07A&7ZOPCl2 G w h•� �7�`3/3 Type of Building: Dwelling No.of Bedrooms_ ? Lot Size 03Q2, _sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3o gallons per day. Calculated daily flow gallons. Plan Date _ -Oo Number of sheets Revision Date Title Size of Septic Tank �.5700 Type of S.A.S. Description of Soil 7- 4S7 etl Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees'o ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the ' nmen 1 ode and not to place the system in operation until a Certifi- ate of Compliance has been issue this Bear o- ealt Signed Date - Lc pplication Approved by Date A-/_0 pplication Disapproved for the following reasons Permit No. 2UU 2-O y`5 Date Issued d r d VO� 'V /J ao No. Fee 44 THE COMMONWEALTH OF MASSXCHUSETTS Entered in computer: 1 Yes - ' ' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for �Digozal *pgtem Con5tructiou. Permit Application for a Permit to Construct( )Repair(L/)Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. X7 00 cam, WaR ADS Owner's Name,Address and Tel.No. (� I I"nlCH f1 L TOM///,.5-01 Assessor's Map/Parcel 3ilP14� a3� L v4Am.*_7-/ /7 A Installer's Name,Address,and Tel.No. 941,w &07TL Designer's Name,Address and Tel.No. �?SJ �)aO-11- C 7-OP C//z 614, Q/001-5 ✓J Type of Building: Dwelling No.of Bedrooms J— Lot Size 002. sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 33o gallons per day. Calculated daily flow .1?0 gallons. Plan Date - Number of sheets Revision Date Title Size of Septic Tank /5700 Type of S.A.S. _ Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 Ens', nmen 1 ode and not to place the system in operation until a Certifi- cate of Compliance has been iss=�L `o o ealt . Signed Date Application Approved by ` Date 0 :Application Disapproved for the following reasons Permit No. 200 7-0 Y Date Issued Vjjf/ k THE COMMONWEALTH OF MASSACHUSETTS 0 BARNSTABLE, MASSACHUSETTS 4 (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired O Upgraded( ) Abandoned( )by � lt/ Aye at R3 7 OLG7 Vf!/�L' 14<LLI /2D f��/f�iS4 75 has been constructed in accordance with the provi ions of Title 5 and the for Disposal System Construction Permit No. :4/-2-01/E dated ? -U � --Installer 51,w fI�/trl"T� Designer 6itil/N66Q h K The issuance of this permit shall not be construed as a guarantee that the system, function as designed. Date "aq'02 Inspector ' ! 0 1 0'S P w _ No. UU 2 — oY Fee 150 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwiopo$at *p!gtem Cow6tructton Permit Permission is hereby granted o Construct( )Repair air V)Upgrade( Abandon ( ) System located at 97-7 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 thi�pe t. i Date: Approved by i TOWN OF BARNSTABLE LOCATION_� _04n � irr�r,�4 Dai . SEWAGE # VILLAGE ASSRSSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.SEPTIC TANK CAPACITY 0 r� LEACHING FACILITY: (type) 7--TA6 Jf'cV< ) ,C u (size NO. OF BEDROOMS 3 BUILDER OR OWNER iCHJL4L, PERMITDATE: iz Z 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) iEdge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by Feet --------------- I s � i 1 a L , w LEGEND !: far- oLD \ I 99 PROPOSED CONTOUR m w a: o \ ¢ Q 99 PROPOSED SPOT GRADE z J LOCUS —110 -_� EXISTING CONTOUR m a- r EXISTING SPOT GRADE Z o c) 17L D YARM7U TH ROAD 1Q� TEST PIT p o Ferndoc St OI Ip (7p -9 �� i W EXISTING WATER SERVICE o /0V 'd E e of9 pa vernen-t/laer �\ ROUTE 28 MA\,P 34 4 s9✓9 BENCHMARK PARCEL 42 TOP OF CONCRETE LOCUS MAP N.T.S. - 9,802fS,F. BULKHEAD CORNER EL:1 00.76(As sumed) COI °' ass ; '�` 4 GENERAL NOTES: �` D I 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. EXISTING �� ti p 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ,� rn o ►C.i OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 3—BEDROUM �� ✓ ,, LOCAL RULES AND REGULATIONS. HOUSE (#237) �+ .. 3. THE SEWAGE DISPOSALSYST M SHALL NOT BE BACKFILLED PRIOR ,,_, E Q jp TC7F=102.24 ,� o Q9 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE I DESIGN ENGINEER. sz 1 n 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING OI N t FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN k � t m ENGINEER BEFORE CONSTRUCTION CONTINUES. Dect I 3 1 Tl O p� NATIONS BASED ON ASSUMED DATUM. � � __�+ � o� , 3 � 5 ALL ELEVATIONS 6. THE DESIGNENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF CD Proposed p d Prop' o ❑ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF Septic Tonk �� -�°x Eb MO.,? 1l 1 i HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. �I Ipl i r- -- T.. 77 A- -.:, : _. �.-;�� 7. WATER SUPPLY PROVIDED BY TOWN WATER MAIN. Cq 8. THERE ARE NO PRIVATE WELLS WITHIN 100' OF THE PROPOSED S.A.S. Iu? J 9. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO BE RESTORED TO lO�a j 11 Ly�- 5•a� -I A CONDITION AGREED UPON BY THE OWNER AND CONTRACTOR. 10. IT SHALL BE .THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 00. 0' �� '� I �'� I� THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING I 8 t .6c' k CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. i� AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). EXIST. CESSP-001 S 49� 12. ALL PARTS OF EXISTING CESSPOOLS ENCOUNTERED WITHIN THE AREA (see notes 11 & 12) fp v �� OF Mgj, OF THE PROPOSED S.A.S. SHALL BE REMOVED AND REPLACED WITH ✓•gip) �� Q� fq�y CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). PETER T. G� McENTEE SEPTIC SYSTEM REPAIR/UPGRADE S o CIVIL PK, SE TO No, 35109 237 OLD YARMOUTH ROAD HYANNIS MA EL! 100,00 Epp p O Prepared for: Michael Tomlinson, 237 Old Yarmouth Road, Hyannis, MA SIO I L Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works Terry A. Warner P.L.S. 1"=20' P.T.M. 123-01 SCALES 1'=20' 23 Deer Hollow Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. 0 20 40 (508) 477-5313 (508) 432-8309 01/03/02 P.T.M. 1 of 2 ' Y . NOTE: TO PREVENT BREAKOUT, THE PROPOSED F.G. EL: 100 - 101 f FINISH GRADE SHALL NOT BE < EL:97.78 TOP OF FOUNDATION FOR A DISTANCE OF 15' AROUND THE EL: 102.24 F.G. EL: 101t 101f F.G. EL: 100.5t PERIMETER OF THE S.A.S. ... �— MAINTAIN 2% MIN SLOPE OVER S.A.S. 4: A f i; INSTALL RISERS OVER INLET & OUTLET L =12' TO WITHIN 6" OF FINISH GRADE L =22' _ INV.ELEV.=97.70 " 4" SCH 40 PVC L —27' L =18'(MAx) 2' LAYER ❑F 4" SCH 40 PVC 4" SCH 40 PVC 1/8'-1/2' @ S= 2% (MIN.) Io• @ S= 1% CMIN,> s DOUBLE WASHED STONE INV.EL.=99.7t ;, ia• @ S= 1% (MIN.) Y. PROP. 1500 GAL. INV. ELEV.=97.88 INV.EL.=98.57 SEPTIC TANK INV. ELEV.=98.0 6' EFF,DEPTH TEE'S ARE TO 8E 4' SCH 40 PVC D—BOX ( 3' 2,8' 13' 3/4'-1 1/2' INV. ELEV.=98.32 DOUBLE WASHED STONE TIE IN TO EXISTING EFF. WIDTH = 8,S' OUTLETS OUTSIDE OF INSTALL INLET & OUTLET TEES HOUSE, EL: 99.7t GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY SOIL ABSORPTION SYSTEM (SECTION) TUF—TITE, ZABEL, OR EQUAL N.T.s. SEPTIC TANK a BREAKOUT ELEV.=97.78 i SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO - GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). BOTTOM ELEV.=96.70 SEPTIC SYSTEM PROFILE 5' MIN. ABOVE BOTTOM OF 1' 7 x 6.25' = 43.8' 1' T.P. EXCAVATI❑N OR G,W, EFFECTIVE LENGTH = 45,8' N,T,S, NO G,W, OBSERVED AT EL, 892 USE 7-STANDARD(H-20) INFILTRATOR CHAMBERS IN SERIES MAX, ADJUSTED G,W, Eb 91.7w SURROUNDED W/STONE TO FORM A 8.8' X 45.8' S.A.S. 3-5' DIA. INLET 5-5' DIA. OUTLETS SOIL ABSORPTION SYSTEM (P OR FILE) 5—OUTLETS G,L N.Ts. S. GROUND EL, 31 & GROUNDWATER EL, 15 �f M9f WELL A1W 230, ZONE 'D' ADJUSTMENT=7,5', 11/01 �� q�yG 5—INLETS J�TIs,s' ;,; �� „ is 1/2, MAX, G,W, EL, 22,5 (8,5' BELOW GND,, ELF 91.7) DESIGN CRITERIA o PETER T, 10'-6" _� McENTEE 30' 2' NUMBER OF BEDROOMS: 3 BEDROOMS CIVIL ' KNOCK-OUTS.)/ SOIL TYPE: CLASS I No, 35109 3 — 20" Diu. covers FlLL WITH MORTAR Top View Section DESIGN PERCOLATION RATE: <5 MIN./IN. °9 �'FC/S1FR�O H-20 LOADING DAILY FLOW: 330 G.P.D. FSSION SOIL -LOG DESIGN FLOW: 330 G.P.D. 5'-8" � CI �—BOX e /JO NT.e. GARBAGE GRINDER: NO SEPTIC TANK: 1500 GALLON (MIN. REQ'D) DATE: DECEMBER 20, 2001 LEACHING AREA REQUIRED: (330) = 445.9 S.F. 0 0 0 0 0, f---00_'00-n-_-o0o00--- SOIL EVALUATOR: PETER MCENTEE To View 0000000 I INSPECTOR: NOT REQ'D .74 P o 0 0 0 0 0 0 0 USE 7—STANDARD(H-20) INFILTRATOR CHAMBERS IN SERIES 6" Dia. Inlets 4' 6" Diu. outlets I~ 28"----� I-- 28" •Elev. TP Depth SURROUNDED W/STONE AS SHOWN FOR AN 8.8' X 47.8' S.A.S. Closed End Plate Ooen End Plate 100.2 A 0" SIDEWALL AREA: 2(8.8' + 45.8') X 0.50 = 54.6 S.F. LOAMY SAND BOTTOM AREA: 8.8' x 458' = 403.0 S.F. 1OYR 3/3 457.6 S.F.. 99.7 a 6" TOTAL AREA: LOAMY SAND 5'-8" 4'-7 48" Liquid Level 4'-4" Z 10YR 5/8 DESIGN FLOW PROVIDED: 0.74(457.6) = 338.7 G.P.D. � 12" I 98.2 C111 24" 4" 3" s SEPTIC SYSTEM REPAIR/UPGRADE 2I---- de View -I0 34" J. 237 OLD YARMOUTH ROAD, HYANNIS, MA MED. SAND Side View End View 10YR 6/4 Section Prepared for: Michael Tomlinson, 237 Old Yarmouth Road, Hyannis, MA 1500 GALLON CAPACITY, H-10 LOADING STANDARD INFILTRATORS, H-20 LOADING Engineering by: Surveying by: SCALE DRAWN JOB. NO. 89.2 132" Engineering Works * A. Warner P.L.S. NTS P.T.M. 123-01 SEPTIC TANK INFILTRATOR CHAMBERS KTs• s NO G.W. ENCOUNTERED Ha 23 Deer Hollow Road Long Road H,T Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0. PERC RATE: <5 MIN/IN.("C" HORIZON) (508) 477-5313 (508) 432-8309 01/03/02 P.T.M. 2 of 2