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Home My WebLink About2188 MAIN ST./RTE 6A(BARN.) - Health 2188 Main Btreet/Rte 6A (Barn) Barnstable A = 237 010001 I , M µ , 4 TOWN OF BARNSTABLE LOCATION �� C. t n SEWAGE # VILLAGE l�«S' �- ASSESSOR'S MAP & LOT 37 t�FU DO INSTALLER'S NAME&.PHONE NO. 'a0c-\r0101`'1 C_0V'!ANCXir3f1 SEPTIC TANK CAPACITY `\NA5 LEACHING:.FACILITY: (type) 5c Mon OwyNVr.S (size) 33 ` NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: L06LO a' 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 a � I � 1 f l r ' J Ila � r 7 Fee A THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �V Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippYication for �Digozal *p6tem Conotruction Permit Y Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) CYComplete System El Individual Components All Location Address or Lot No. Owner's Name,Address and Tel.No. cNST (26A �2188 Rt.6A Barnstab � � Glenn 6 Lori Bechard sessor's MapkParcel i 91 P.O.Box 342, W. Barnstable, MA 02668 art of)Map 237 Parcel 010 hXV Lar Z (� O Installer's Name,Address,and Tel.No. 42 8—8 92 6 Designer's Name,Address and Tel.No. v Bortolotti Construction Steve Haas/Eagle Surveying Inc.0(� P.O.Box 704, Marstons Mills, MA 02648 923 Rt. 6A, Yarmouthport, MA 02615 362-8132 Type of Building: Dwelling No.of Bedrooms 4 Lot Size 114.560.+�q.ft. Garbage Grinder(no) Other Type of Building residence No.of Persons 4 Showers Ore$ Cafeteria(no) Other Fixtures Design Flow 4 bd rms @ 110 gallons per day. Calculated daily flow gallons. Plan Date 9-13,2001 Number of sheets 1 Revision Date Title Size of Septic Tank 1500 gal Type of S.A.S. Description of Soil; 0-26" loamy sand 26-60" med-coarse sand 8 cobbles Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agreeso ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisio f Ti e of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been i d b tlu oard He - Signed Date Application Approved by Date U Application Disapproved for the following r asons Permit No. r Date Issued r l ��/�/J T �. ,�4. Fee ei� Entered in computer: pm i.` THE COMMONWEALTH OFr ASSACHUSETTS" s .Ye .-TOWN OF BARNSTABLE MASSACHUSETTS n' PUBLIC HEALTH DIVISION ., } t t y Zippricatton for Migponl *patent Conotruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Ab"andon( ) CYComplete System ❑Individual Components Location Address or Lot No. ' Owner's Name,Address and Tel.No. 012188 Rt.6A =Barnstab Ma'N5T12T6_6A Glenn 6 Lori B6chard ssessor's MapjParcel P.O.Box 342, W. Barnstable, MA 02668/ art of ap 237 Parcel 010 , �► l.sr, Z, l Insfaller's Name,Address,and Tel.No. 428-8926 Designer's Name,Address and Tel.No. ` Bortolotti Construction Steve Haas/Eagle Surveying Inc. ` 92381326A, Yarmouthport, &VIA 02�675 P.O.Box 704, Marstons Mills, MA 02648 - Type of Building: Dwelling No.of Bedrooms 4 Lot Size 114,560.#sq.ft. Garbage Grinder(no) Other Type of Building residence No.of Persons 4 Showers Ve'j"Cafeteria(no) Other Fixtures Design Flow 4 bdrms @ 110 gallons per day. Calculated daily flow gallons. Plan'Date 9-13,2001 Number of sheets 1 Revision Date Title Size of Septic Tank 1500 gal Type of S.A.S. Description of Soil: 0-26" leemy sand !� 26-60" med-coarse sand 6 cobbles- - a Nature of Repairs or Alterations(Answer when applicable) *` ' v Date last inspected: • ,; Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system i yin accordance with the provisions'of Title of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is�ue�d by t�oard�6 H p Signed Date 71 r Application Approved by a, ... �/ ! .sue Date 4?,A1.P A4 f Application Disapproved for the following reasons / ® � i 'Permit No..27 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS _ ..certificate of Compliance ' THIS IS TO CER,,,T,I_FY;that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( + ) Abandoned( )by ,�a� ,� P at Arl .0 has been constructed`in accordance with the provisions of Title 5 and the for Disposal System Construction Permit "`dated Installer Designer t The issuanc of his permit shall not be construed as a guarantee that the sy tem will f.nction as signed. Date a 119 �l1.l a Inspector 612 �_t ------------------_ No. 040 l A'"4r Fee _ } THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migooar *potem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at G I and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to '` a 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 permit. Date: Approved by t. f TOWN OF BARNSTABLE LOCATION ZW6 \, �&Qr EC SEWAGE # c c,. 1� — Zt . VILLA.GE «S'�,��Q ASSESSOR'S MAP & LOT 37 My dA INSTALLER'S NAME&PHONE NO. C3 SEPTIC TANK CAPACITY �� p�\��:�S LEACHING FACILITY: �3\ (type) (size) NO. OF BEDROOMS 3 BUILDER OR OWNER G PERMrrDATE:_� COMPLIANCE DATE: 06 z 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) Edge of Wetland and Leaching Facility(If any wetlands exist Feet . within 300 feet of leaching facility) Furnished by Feet ---------- -- ---------- t IZ3-cw5a s o w, w 1 b� 1 � { I b' O � v •j Co Al 4' -o 'J - --------- FLblic Health Di asi0r8 Town of Barnstable 1- PO Box 534 Hyannis,Massachusei S G��C Fax(508)775-334" �. f One _ _ I CLASSIC COT- ONTAL xos Pa6lic Health Division «. Town of Barnstable TO Box 534 Hyannis Massachusetts 02dC, - 'fi Fax(508)775-3344 4 phone(508)790-6265 . —--- - i C i I ' I t I I i Li r r! P5 hU t GENERAL NOTES : L OCUS 1. THIS PLAN l S FO R THE DESIGN AND CONSTRUCTION � ROUTE 6Af ! } O I T y RA IL ROAD OF THE SEWAGE DISPOSAL SYSTEM ONLY. fJ S 83`28.10-E 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS `�A j 224.Sq SET. SEE SITE PLAN. 3 MA l NTCONSTRUCTION NST RUCT I N METHODS AND MATERIALS AND THE SEPTIC SYSTEM,SHAL L CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL .--��.- EXIT 6 6 l BOARD OF HEALTH REGULATIONS. R°Utz_ 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER W THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. LOCUS MAP o; 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EQUAL. _ 3 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED a o PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL J 0 ^ ^� BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE (- o Ch IS MORE THAN ONE OUTLET. 0 I 1 4 . 560+ S . F . `' 7. BEFORE CONSTRUCTION CALL -DIG-SAFE'. 1-868-DIG-SAFE AND THE LOCAL WATER DEPT. FOR L OCA T 1 ON OF UNDERGROUND UT I L I T I ES. 8. ALL UNSUITABLE MATERIAL (A A B HORIZONS) ENCOUNTERED BELOW THE INVERT OF THE LEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF 5' AROUND AND REPLACED WITH SAND IN ACCORDANCE co W I TH T I TL E 5. 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL -PERM/TS.---VARIANCES ETC. FOR THIS PROJECT. I0. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL COND I T l ONS A T THE L OCA T 1 ON OF THE PROPOSED BUILDING. J-540AL\ ACCESS COVERS MUST BE WITHIN LEACH)t10 CHAMBERS' 9• MINIMUM. N'/4,' S rmc } 6' OF F l N I SH GRADE } r\ 94.0 3. MAXIMUM COVER FIRST 2' TO BE LEVEL MIN 2' OF PEASTONE PIP 3/4' - 1 I/2' DIA. }0 3 91 0 90 90 0 2' o DOUBLE WASHED STONE GAS 90.75 BaFFtE 90. l7 ' 8 �2) 87.5 1' !� _ • �!� ��' } 1 } �� s� I7'= �O 3-500 GAL LEACHING CHAMBERS o� ;* 3 OUTLET h G 4 ^ D-BOX W/4' STONE AROUND. 12.8'X 33.5'X 2' 1500 GAL SEPTIC TANK 6' CRUSHED STONE OR COMPACTED BASE PROF I L E : NOT TO SCALE 80't I p��pA ! p F` os G� J T tr` SOIL TEST PIT DA TA ® INVERT ELEVATIONS : INDICATES V INDICATES INVERT AT BUILDING: 9/.0 PERCOLATION = OBSERVED INVERT IN SEPTIC TANK: 90.75 TEST GROUNDWATER INVERT OUT SEPTIC TANK: 90.5 TP *I INVERT IN DIST. BOX: 90. 17 INVERT OUT DIST. BOX: 90.0 O. HORIZON TEXTURE COLOR g0.3 INVERT IN LEACH CHAMBER: 89.5 ` tP" YIIVFi � �"�. `f L OAMY I O YR FUaY�p'� A BOTTOM OF LEACH CHAMBER: 67.5 SAND/2- ADJUSTED GROUND WA TER: N/A . ... 3/3 4 O5� 89.3 - I OBSERVED GROUND WATER: N/A LOAMY IOYR YR SAND 5/6 BO T TOM OF TEST HOLE *I: 79.8 -- 26- \ MED-COARSE IOYR SAND AND 6/4 DESIGN CR I TER I A : / COBBLES i DES 1 GN FLOW: r- ", 4 BEDROOMS AT 1/0 G.P.D. PER t ? - � o BEDROOM EOUALS 440 G.P.D. yl { �� 60- _ - -. _ NO GARBAGE GRINDER h { ' 162.64 S 88'48'58'W SEPTIC TANK REQUIRED: 440 G.P.D. X 200-Y - 680 GAL. }, 126- NO WATER 79 8 SEPTIC TANK PROVIDED: 1500 GAL. MIN. o SOIL ABSORPTION SYSTEM REQUIRED: z TP *2 DESIGN PERC RA TE ( 5 MIN/I NCH m W 1 a SOIL TEXTURAL CLASS - I h ! r 0- HOR l ZON TEXTURE COLOR 93.3 EFFLUENT LOADING RATE - 0.74 GPD/SF A L OAMY IOYR 440 GPD / 0.74 GPD/SF - 595 S.F. REQU I RED Cl ! SAND 3/3 b -............l0 92.5 PROVIDED: 3-500 GAL LEACHING CHAMBERS 2 o LOAMY IOYR yB SAND 5/6 W/4' STONE AROUND, A-614 S.F. 0 614 S.F. x 0.74 - 454 G.P.D. 28' .......................................... 9/.0 y MED-COARSE IOYR SAND AND 6/4 g COBBLES n 60- �y f l 20' NO WATER 83.3 i DATE: DECEMBER 14. 2001 "' TEST BY: STEPHEN HAAS s WITNESSED BY: DONNA MIORANDI PERC RATE: C 4 MIN/INCH 00 0 Q - 10 ` v Z ` y h O tl�Yi.E. { I / co TE PLA /V 0 ,c LAND rAPLt \ ROUTE 6A . MAP 237 . P/0 PARCE-L / 0 SARIVSTASLiE . "A . } } fr PREPARED FOR i } M4PLF OA LE t� a { r �{ { �; �� gJ •56. �p•E 36 TALL T / MBER S LANE . K / /VGS TD/V . MA 02364 1 1 r , ,4$ SCALE : / .. 30 SEP200 / 5 ,- o0 EAGLE URVEY I NG 1 NC 923 Route 6 A s I VIE VIALK /� / \� _= Y ci r mo u t h� p o r t M A 02675 9 ` / �� c /��j�L/I,tI��' ( 508 ) 362-8 1 32 T I \r/ 508 7 432-5333 O `' _ 0 15 30 60 JOB NO: 00-1 /5 FIELD:CFW/AFW CALC: SAHICFWT CHECK: CFW DRN: SAH -