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HomeMy WebLinkAbout0132 RALYN ROAD - Health 132`Ralyn Road- cotuit A = 022 051 I No. o',�©y —'mil t0 a F Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: A Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zf pplication for nigpo!5al *p5tem Conztrurtion Permit Application for a Permit to Construct( )Repair(�Q Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No.1 3 2 R a e y n Road Owner's Name,Address and Tel.No. 4,z t h u/Z B/z e n n a n Coz uit� (7 ��s. 02635 732 Raeyn Road Assessor s Map arcer�2 2-5 1 C o t u.i t, N a.6 h. 02635 Installer's Name,Address,and Tel.No.(5 0 8)4 2 8-5 5 2 9 Designer's Name,Address and Tel.No. 5 0 8 2 7 3—0 3 7 7 /32uce Naccteei,3te2 aC Engineezing Inc. 2854 87 Pond 3t. 0.6tezvieie, t1a6,3. 02655 C�zange22y Highway C. ldalteham, ma,3,3. 0 538 Type of Building: Dwelling Xx No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder(AO Other 'I)rpe of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date lee_�3/-_2cV3 Number of sheets % Revision Date Title Size of Septic Tank F,c'jT,, Type of S.A.S. ' ��'� (`a.r/ Cf(,)i)l Description of Soil /��✓! Nature of Repairs or Alterations(Answer when applicable) Um i-t.t.i n g te a c hi n g 12-i.t_. In,6.ta-e.e.ing aox and 3-500 gaieon champv_n.As n�irlr.v_<L in 4' o/ 1 z" Ztone. 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 iss d by this B d of He 1 gned Date 9/6/0.4 Application Approved Date e1 Application Disapproved for the following reasons Permit No. LL00 -) �C�d�' Date Issued No. y Fee 5 c _. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yes 2pplication for Mig000al *p.5tem Construction Permit Application for a Permit to Construct( . )Repair()4)Upgrade( )Abandon( ) O Complete System F1 Individual Components Location Address or Lot No.13 2 R a. !,f n Road Owner's Name,Address and Tel.No. R 1tt_h u 2 32 e n n a n Cotu.it, Nara. 02635 132 RaCyn Road Assessor's Map/Parcel 2 2--5 9 C o t u-i t, N a.6 z. 0 2 6 3 5 Installer's Name,Address,and Tel.No.(5 0 8)4 2 8—5 5 2 9 Designer's Name,Address and Tel.No. 5 0 8 2 7 3-0 3 7 7 BAuce Nacgiii.$)tea ;C. Fng•inee/t-ing Inc. 2854 87 Pond 02655 Caangea/ty, Highwa4 F_. Vaaeham, ma.6-s. D .538 Type of Building: DwellingXXX No.of Bedrooms 4 Lot Size 2 44 Y sq.ft. Garbage Grinder(NO) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Z/4'O gallons per day. Calculated daily flow gallons. Plan Date 9CE 3/--?C� 3 Number of sheets Revision Date Title _ Size of Septic Tank �IoOo&l/ Type of S.A.S. C-,11,- ItJr2j Description of Soil Jr"- 42Z,±1 Nature of Repairs or Alterations(Answer when applicable) 'Omitting i e a c h.i n_g p i i. I inetaeiing d:i'.3bzi9at.ion ox a?dbl"500, ga-Hon chamge2e packed .in 4' o� 9!' etona, Date last inspected: • 4 h 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 iss ed by this Board of Heald.. Signed _ r f i Date 116104 ApplicationApprovedd Date U4� Application Disapproved for the following reasons 4`k, Permit No. Q ���" Date Issued b y t rL` ——————————————————————————————————————— THE COMMONWEALTH OF MASSACHUSETTS J E { BARNSTABLE, MASSACHUSETTS l' Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by 5. P. Ncr_cowkp_2Z ?Son. Inc, at 132 Ra.P_yan Road Cotu.if, Naze. has been construct'd i accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Q 00 LI-006 dated 177- 6 Installer 14• Nacomge2, e Son Inc. Designer IC Fng-inee2.ikq r The issuance of this permit shall not be construed as a guarantee that the sy�in c ill fun ion as de�sg�ne�d.n{ Date ! G 1 t-,L Inspector T� �� V 4 � Q -------^^ Fee--------------------------------- �C No. -) "GQ''/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migool *pztem Con.4truction Permit Permission is hereby granted to Construct( )Repair(x'c)Upgrade( )Abandon( ) System located at /32 Rae48n Road Cotuz.t, flahz. N 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 da of of this percni Date: b 'D`) Approved t TOWN OF BARNSTABLE LOCATION 13� I 'f SEWAGE # 00 VILLAGE �0 t �' � ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACIT7ir 1000, - LEACHING FACILITY: (type) W€i (size) 13-33`6 ` — NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE:--) U t� 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 it 9 1 q� I 9• A TO OF BARNSTABLE LOCATION Imo'✓� SEWAGE �-��► , .LOCATION 601U M ASSESSOR'S MAP & LOT aA;' 057 BV*-T*=FJ2R'S NAME&PHONE No , s1 . SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (37 bwrs (size) ged NO.OF BEDROOMS BUILDER OR(�OR rlt PERMITDATE: CAD DATE: S�i 5 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 _ .. � ` � . ,_ � ... .. yo�1 � 3� ' ��a TOWN OF BARNSTABLE_ �t Oda- I oo ' LOCATION `! �'d— SEWAGE # �� `� VILLAGE �� �' ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /0 0 0 LEACHING FACILITY: (type) 3 (size) NO. OF BEDROOMS BUILDER OR OWNER �'1' c PERMITDATE: 6` COMPLIANCE DATE: U 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 f � e y� 37.6 ,. o -- 5"DIA. OUTLET(S) TOF= 99.82 FINISH GRADE OVER CHAMBERS= 98.75� - 99.00, GENERAL NOTE S REMOVABLE CONCRETE COVER SLOPE @ 2%MIN. OVER SYSTEM 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION TO WITHIN 6"OF FINISHED GRADE '` 4"SCHEDULE 40 PVC MIN SLOPE 1% 3/4"TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE 98.60' FINISH GRADE 99.00' ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. FINISH GRADE @FND. EL.= 98.70� - 98.83� FINISH GRADE OVER TANK EL.= RADE OVER D � - 2"OF 1/8"TO 1/2"DOUBLE WASHED STONE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 20"MIN.ACCESS COVER 12"MIN. OF HEALTH AND THE DESIGN ENGINEER. " TOP OF SAS= 96.83' PLACE RISERS ON ALL CHAMBERS 36. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL (TYPICAL FOR 3) + 36"MAX. 9"MIN• TO 6"OF FINISHED GRADE " 96.00' 36"MAX. � BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. EXISTING 4 BREAKOUT EL = 96.50 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN SCHEDULE 40 PVC ELEVATION =96.50'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS 6° 3" 2"DROP MIN. ---- 3"DROP MAX. 3" 9" PROVIDE WATERTIGHT A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF " EXISTING INV 4"PVC IN FROM JOINTS (TYP.) o � THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 0 0 0 � 0 0 0 0 00 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM. 14 96.79 SEPTIC TANK 4 PVC OUT TO o �o c� LEACHING FACILITY oo 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. INSPECT ALL " - o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO TEES AND OUTLET TEE 12 2 0 �o o oo BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR 48" REPLACE IF 96.47 MIN. 96.30 0 0 o INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING NECESSARY " 0 o 0 0 0 o APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. GAS BAFFLE 6 CRUSHED STONE o0 0 0 " OVER MECHANICALLY - 8. ELEVATIONS BASED ON ASSUMED DATUM OF 100.00'MSL OBTAINED COMPACTED BASE 4 8 5' I 4 4.0' 4.0' FROM A NAIL IN AN OAK TREE AS SHOWN ON PLAN. 4.9' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 33.5' (TYP•) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= 88.08' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET 94.00 12.9' DISCREPANCIES TO THE DESIGN ENGINEER. EXISTING 1000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 3 - 500 GAL. CHAMBERS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE 5'MIN. - STRUCTURES SHALL BE MADE WATERTIGHT. LENGTH 8•5' WIDTH 4.83' DEPTH 5.58' CROSS SECTION VIEW TYPICAL CHAMBER PROFILE CHAMBER END VIEW 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL CHAMBER DETAILS ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH NOT,TO SCALE NOT TO SCALE NOT TO SCALE DETERMINATION FROM APPROPRIATE AUTHORITY. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS i +� i i •. �": tr TEST PIT DATA LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE • % L THEY SHALL WITHSTAND H-20 LOADING. / r r 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND AGENT: FINES. MAP 22 A , �� / C1 a • + „ " EVALUATOR: John L Churchill Jr. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND F.� + ' • * t ',. ,` DATE: December 12, 2003 UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF PARCEL 59 LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN t x �ar y, " * TEST PIT#: 1 COARSE SAND FREE FROM CLAY FINES OR OTHER UNSUITABLE MATERIAL IN N/F REED O k + ' ' ' ACCORDANCE WITH 310 CMR 15.255(3). �,� .., ELEV TOP= 99.08' � 3�� ,� ° 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN u , } ; r ELEV WATER= <89.08 SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. CB(DIST) +'jr , / £� �- • � �" �' � r� � � 16. PROPOSED PROJECT IS LOCATED WITHIN: + ,��" � N�� w, �� PERC RATE _ <2 Min/In ASSESSORS MAP 22 PARCEL 51 . { << i+ •+ k DEPTH OF PLRC= 36"-54" OQO i OWNER OF RECORD: ARTHUR A. BRENNAN OJ'(l CB/DH / Cl) j „ TEXTURAL CLASS: 1 ' + 4 R ADDRESS: BOX 1663 �4 '� COTUIT, MA 02635 i,p.`• ��,P' (FND) G)� c� �� r + r� � 0 99.08' p�� rnNl • s �' FEMA FLOOD ZONE C N 1ti = , � A Loamy Sand `" Y - � • '+ 10YR 3/2 AS SHOWN ON COMMUNITY PANEL# 250001 0021 D MAP 22 m 11: s Y4 � Mf '+ • 15" 97.83' CB/DH 1�3 0 0�� PARCEL 50 �Qti O 17. PLAN REFERENCE: (FND h� �,� z � ,. +* B Loam Sand 1. PLAN BOOK 229 PAGE 53. " 5/6 18. DEED REFERENCE: N/F PAPPAS 36 96.08' 1. DEED BOOK 3512 PAGE 195 99- _ " -----_ '' F-Med Sand - 1 , Perc C-1 19• ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. cr I r _98 tis2o ?x� 2.5Y 5/4 58� 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 1 � 54" `c C° �j 4 s ' ��9' 4 fix. FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY CB/DH � � .C�i � 7 3 v'F�' �n3'Sta,F ; �sl � ��r �.}t? - ,�� (FND/DIST) I ` r�C 83 7�. t 4 z = �--- '< FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. m\ Medium Sand G2 2.5Y 6/3 EXISTING EXISTING 4-BEDROOM 8 x989 • o I DRIVEWAY DWELLING TOF=99.82' DECK EXISTING 1000 GALLON TANK LOCUS PLAN No Groundwater, //-SEPTIC Weeping of Mottling N I GARAGE 8.83 ROPOSED �' SCALE: 1"= 1000' 132" Obsetved 88 08' I DISTRIBUTION BOX j cN.O Nt32 XISTING LEACHING PIT DESIGN DATA LEGEND o t� HC(2) O TO BE PUMPED AND 8,54 GC 1 FILLED WITH CLEAN SAND X 98.46 EXISTING SPOT GRADES O 12" PIN T.P.#1 6= 99.08' PROPOSED 3-500 GALLON Q LC(1) LEACHING CHAMBERS OQ - - 50 - - EXISTING CONTOUR LC(2) LP ~ 50 PROPOSED SPOT GRADES O99 x98.50 �0 NUMBER OF BEDROOMS(ASSESSORS) 4 LC(4) NUMBER OF BEDROOMS(DESIGN) 4 PROPOSED CONTOUR N DESIGN FLOW 110 GAL/DAY/BEDROOM O TOTAL DESIGN FLOW 440 GAUDAY E/T/C EXISTING UNDERGROUND UTILITIES S _ MAP 22 O 2 DESIGN FLOW X 200 /o = 880 GAUDAY MAP 21 8 63 C(3) PARCEL 51 Q a USE EXISTING 1000-GALLON SEPTIC TANK W EXISTING WATERLINE PARCEL 68 O 24,345 S.F.± y o� TEST PIT LOCATION N/F EUBANKS AND) ``� ? - �ry RUSH/TREELINE INSTALL 3 500 GAL. CHAMBERS 0 ( EXISTING 1000 GALLON SEPTIC TANK 4"SOLID SCHEDULE 40 PVC PIPE B M x98.46 SIDEWALL CAPACITY ❑ DISTRIBUTION BOX Nail in Oak Tree Elev. = 100.00' S6�'3 , (LENGTH +WIDTH)(2)(2'HIGH) (.74 GPD/S.F.) = GAUDAY 0 500 GAL. LEACHING CHAMBER Assumed � ?°F (33.5'+ 12.9') (2)(2') (.74 GPD/S.F.)= 137.3 GAUDAY BOTTOM CAPACITY SWING TIES MAP 21 (33.5'x 12.9') (.74 GPD/S.F.) = 319.8 GAUDAY REV. DATE BY APP'D. DESCRIPTION DESCRIPTION GC(1) HC(2) PARCEL 17 TOTALS: PROPOSED SEPTIC SYSTEM UPGRADE LEACHING CORNER(1) 13.6' 26.8' PREPARED FOR: N/F ADLE LEACHING CORNER(2) 45.1' 38.1' TOTAL NUMBER OF CHAMBERS: 3 ARTHUR BRENNAN 49.1' 47.9' TOTAL LEACHING AREA: 617.7 SQ.FT. LEACHING CORNER(3) TOTAL LEACHING CAPACITY: 457.1 GALJDAY LOCATED AT LEACHING CORNER(4) 23.7' 39.5' 132 RALYN ROAD COTUIT, MA 02635 A RESERVED FOR BOARD OF HEALTH USE SCALE: 1 INCH = 20 FT. DATE: DECEMBER 31, 2003 0 10 20 40 80 FEET H OF,�t_ JOHN L. . PREPARED BY: CHURRHILL �w JC ENGINEERING, INC. G' 1 2854 CRANBERRY HIGHWAY Nq. 41807 EAST WAREHAM, MA 02538 SITE PLAN 508.273.0377 SCALE: 1"=20' Drawn By: MP Designed By:MP Checked By:JLC JOB No.588