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HomeMy WebLinkAbout0051 RALYN ROAD - Health ��� � a � � C' -� � ' � d TOWN OF BARNSTABLE LOCATION _AWL�8n� . SEWAGE#�0'Z y VILLAGE C©� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 9*# OD',,s j72 (X77t)^J c5�g—yI� --qfj SEPTIC TANK CAPACITY. LEACHING FACILITY.(type) (size), Q NO.OF BEDROOMS OWNER d ,SS v✓ PERMIT DATE: I COMPLIANCE DATE: 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 Leachin Facility y tl s exist wit n 300 feet of le ng facili _ Feet FURNISHED QY � y A n t; No. C-1V I �q 0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes �2 tphration for Disposal *pstrm Cunstrurtion permit APe Application for rrrut to Construct(X Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot Not6 y eDT� Owners Name,A d nd el.No. �,.r. , C'Hi2 is `I- ���* �l�0$214i� Assessor's Map/Parcel n_— & Installer's Name,Address,and Tel.No. P W O V N p Lf De i ner's Name Address and Tel.N ��`,c�? A.) ��N E��iNY�-tvvw gOZA6916th Q & SO Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building fAA o.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) B gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title G Size of Septic Tank /��� 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 th nvironment d not t place the system in operation until a Certificate of Compliance has been issued by this and of He Si Date Application Approved by Date Z'i � Application Disapproved b Date for the following reasons Permit No.��YO Date Issued No. 2Z t ` 1 Fee �. THE COMMONWEALTH OF MASSACHUSETTS Entered ui computer: Yes r PUBLIC HEALTH DIVISION -,TOWN OF BARNSTABLE, MASSACHUSETTS ` application for jOispbsal;6pstem Construction 3pPrrnit t1 Application for-a-Permit to Construct( Repair( ) Upgrade'( ) Abandon( ) ❑Complete System E].Individual Components Location Address or Lot No.� , Qp791 wi ;�'`)� Owner's Name,Addres and,Tel.No, 0 Cq Assessor's Map/Parcel r� " J a O Y 121 'l,-I / Installer's Name Address and Tel.No. K A 0 V HMIVVif Designer's Name Address and Tel.No q `'}''M 0 C I(1,5/W�.tC T-f D � tN S I nl C r t4_I iJ�_. w 0��� p-�� l �.�}� r0 Cif 'I aIs' r �� t l., {� la1F i0'? I'(�l� a/1r� :.. Type of Building: Dwelling No.of Bedrooms `� / Lot Size _ sq.ft. Garbage Grinder( ) Other Type of Building 6LOS I,/,j Io.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �, gpd Design flow provided < gpd Plan Date // /:.�`/ Number of sheets Revision Date Title Size of Septic Tank w. / � Type of S.A.S. . ! 4A o*4� y" Description of Soil t ay 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 f the EnvironmentaWode-and not to/place the system in operation until a Certificate of NA Compliance has been issued by this Board of He Ith? S'igne, Date App lication Approved by Ls r Date R ?n ?.QZI Application Disapproved by Date for the following reasons Permit No.n — 5�10 Date Issued Zl 2,071 , THE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE,MASSACHUSETTS Certificate Of Comp' Yiance THIS IS TO CER�TII,EY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( V by at has been constructed in accordance with the provisions offT�i 4e 5 Rind the for DisposalSys ern Construction Permit No ? --_ I/(� dated T?-.o 7/ Installer . d7 �� % i '�`la / AJ Designer ,!- i/U�'^ ► �,G�p�^ }�'� ; #bedrooms Approved desk 4'o�w��t 1 e, O gpd The issuance of this permit shall'not be construed as a guarantee that the system will fundas hesigned. Date ! 1 [ Inspector A (% ti,� (/ 6, t k� ` - - ----- -' - -------------------- - -- -- ---------------------- ----------- ll,, is No 20 z t— 311) < Fee$/ (' � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Disposal *pstrm Construction Permit Permission is hereby granted to Construct( Repair( )_ Upgrade.( ) Abandon( ) System located at _. � A / f f_ ✓ f and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5.and the following local provisions or special conditions. t Provided:Construction must be completed Mwithin three years of the date of this permi. Date /zi/2w) "! ,"`^ K ,, "`< .. Approved by :, ; y P r• M y s ,d ", ,�it Town of Barnstable OFINE T Regulatory Services Richard V.Scali,Interim Director • snaxsrasM M� � Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Z-'Sewage Permit#90 Llr3gb Assessor's MaplParcel Designer: c �.�.eer-:n� c r r e s InC, Installer: Address: )Z inl; Cr hss-P�.jc/ /ZJ Address: E g,T� dr,4A A !Gr,ejiafct 1e.Iyl/� d Z�yy t w•cnsi l - a-Z5 36 On 9-A f-AoRl i2— '1� s .`�was issued a permit to install a (date) (installer) septic system at 5-1 f2,11 h 'fz4 f lD f`1 1' based on a design drawn by (addres ) t'n Bert✓?9 lNe"14SA l k( dated 61 f Z,j C t (designer) f I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and'the soils were found satisfactory. - I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory: I certify that the system referenced above was constructed in with the tetms of t a proval letters(if applicable) 1�N McENtE� ' a er's Si CN►� tio.W09' 0 • REOISS�� (Designer's Sigtta (Affix Designe'''�ff ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:',Septic'Designer Certification Form Rev 8-14-13.doe Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfill.The engineer did not supervise construction of the system.The installer assumes responsibility for ail materials,workmanship,backfilling to specified grades with proper compaction and setting riserslcovers as shown on the design plan. -100 EXISTING CONTOUR x 100,46 EXISTING SPOT GRADE gg PROPOSED CONTOURawl- 99.7 PROPOSED SPOT GRADE W PROPOSED WATER SERVICE PL. gK. 229 PG. 51 ' 1 TEST PIT - � � ,,.✓ LEGEND < 96,73 � - �. N 01-0230 W �96 , - 96.50 % ; 44 pr°in°9 - _ LOCUS MAP 30 Sem en 92/ g0 � '8 .08 X 1- _ 9- oa+. 90 LOT 2.6- - - 29,82-5 S.F. x 84.37 \ 4r o <" r. 89.17 0.7 Ac.__ PARlCE_LAD,: 64 / \ \ / ro 81.81 �Z/ / / � / \ 92 / /�� 96.68 z 9 / ran / - 97.21X N x 9 , 96.81 98 CD 96.96 96 97,00 g X (n -.4 __ Q) 85.ly I X 7,56 v x N / / 99.7 99.7 � O "NOSJ / / 37' 18' r- "i PROPOSED N m Q. / DECK -i p 87,75 0" 99.7 '� /97,75 3 cu__ 97.65 _ x I 5'� N 0o c° \ ��� / 0� rn i -` -� 0 Q ,98 - PROPOSED X / HOUSE 98.12 m T.O.F. EL.=100.5 \ X 94.30 97 6 13.7' 9 9. /X // / GARAGE 17.7' \ / J97.84 / T.O.S. =99.7 13.7' 24' 99.7 ?0. ,61 �--PROPOSED 10' SEPTIC TANK XI .71 RESERVE AREA P-3 :" ,77 TP-1 98,191 TP-4 Z98 7 9 . " 14' I :20;`'.;' t`_"•"`• 38 PROPOSED oDRIVEWA Y: 98.80 A :7 6754' 40.00R 5 R 450:0 II PROPOSED S.A.S. S 125Y05" W A=10'26' 3-500 GAL. CHAMBERS T PED I 98.45 �UP 1114-5 SURROUNDED W/STONE UP N MAG SET _ - - - -- _ - - - -EE3 a7,77 98,30 edge 98.16 of pavement 97.94 97,96 \ 98,11 CATCH BASIN 98.80 97.99 I�ALYN ROAD OF Mq FLOOD ZONE DESIGNATION NON HAZARD-ZONE X o PETER T. yam, v�� gsf9�y BAG CNAPI ARSET WIND EXPOSURE CATEGORY: Exposure B McENTEE TERRY �, EL,=98.201 ZONING CLASSIFICATION: ZONE RF (RPOD) 0 y ANN r' U s -� NoC135109 O WARNER H SETBACKS: FRONT YARD=30' p No. 38721 SIDE/REAR YARD=15' LOT AREA = 87,120 SF (OR AS APPROVED) 1q C A MAXIMUM BUILDING HEIGHT = 30' 1 WATER PROTECTION DISTRICTS (D SALTWATER ESTUARY PROTECTION Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"-20' P.T.M. 173-21 51 RALYN ROAD COTU IT MA 12 West Crossfield Road 22 Long Road DATE CHECKED SHEET N0. > >Forestdale, MA 02644 Harwich, MA 02645 (508) 477-5313 (508) 432-8309 6/12/21 P.T.M. 1 Of 2 Prepared for: Christopher & Ussa Ploszay, P.O. Box 174, Mashpee, MA 02649 : ' NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 96.0 SEPTIC TANK _ FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS 8c COVERS OVER INLET PERIMETER OF THE S.A.S. AND SET TO 6" OF FINISH GRADE. PROPOSED S.A.S. PROVIDE ACCESS TO GRADE OVER OUTLET COVER PROPOSED D-BOX INSTALL WATERTIGHT RISER & PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" T.O.F.=100.5t COVER SET TO 6" OF GRADE OF FINISH GRADE FOR INSPECTION PURPOSES F.G. EL.=99.7f F.G. EL.=99.5t F.G. EL.=99.1 f F.G. EL.=99.0f f f MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 14' L 14' L = 20' 2" LAYER OF 1/8" TO 1/2" ® S=1% (MIN.) p S=1% (MIN.) ® S=1% (MIN.) DOUBLE WASHED STONE 4"SCH40 PVC - 4"SCH40 PVC 4"SCH40 PVC (OR APPROVED FILTER FABRIC) 6" t0"I " ME $ B® 14" 6 000000E INV.=97.00 48" LIQUID aaeaa®a �-3/4" TO 1-1/2" LEVEL ADD 2' 4 8' 2' DOUBLE WASHED STONE GAS BAFFLE INV.=96.17 PROPOSED INV.=96.00 97.50 INV.=96.75 D-BOX EFFECTIVE WIDTH = 8.8' " H-20 RATED INV.=95.50 PROPOSED 3-500 GALLON LEACHING CHAMBER PROPOSED SEPTIC TAN S RATED SURROUNDED WITH STONE AS SHOWN H-10H-10 RATED NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP CONC. ELEV. = 96.3f INVERTS, PRIOR TO INSTALLATION. BREAKOUT ELEV.= 96.00 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND INV. ELEV.= 95.50 mama TRUE TO GRADE ON A MECHANICALLY COMPACTED as®me mamma STABLE BASE OR SIX INCH AGGREGATE BASE, AS BOTTOM ELEV.= 93.50 SPECIFIED IN 310 CMR 15.221(2). 4' 3 x 8.5'=25.5' 4' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 33.5' 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE PERVIOUS MATERIAL AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5' MIN. SEPARATION TO G.W. LEACHING SYSTEM SECTION BOTTOM OF TP, EL.=87.8 _ SEPTIC SYSTEM PROFILE N.T.S. GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOG BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DATE: APRIL 16, 2021, REF# TPT-21-36 LOCAL RULES AND REGULATIONS. SOIL EVALUATOR: PETER McENTEE SE#1542 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DON DESMARAIS RS HEALTH AGENT TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. ELEv. TP-1 DEPTH ELEv. TP-2 DEPTH 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 98.8 A 0" 98.8 A 0" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. SANDY LOAM SANDY LOAM 5. ALL ELEVATIONS BASED ON AN ASSUMSD DATUM. 100.3 10YR 4/2 5 98 3"- 10YR 4/2 6 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF B B THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF SANDY LOAM SANDY LOAM HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. _ 10YR 5/4 10YR 5/4 96.0 34" 95.8 36" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. C C 8. THERE ARE NO WELLS, OTHER THAN NOTED, WITHIN 150' OF THE PERC THE PROPOSED S.A.S. 36"/54" 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY M-C SAND M-C SAND THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 2.5Y 6/6 2.5Y 6/6 CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 87.8 1 132" 87.8 1 1 132" INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. PERC RATE <2 MIN/IN. ("C" HORIZON) 13. THE CONTRACTOR SHALL OBTAIN A TRENCH PERMIT, PRIOR TO THE NO GROUNDWATER ENCOUNTERED START OF CONSTRUCTION. 14. THE PROPOSED LAWN SHALL ADHERE TO THE REQUIREMENTS AND DESIGN STANDARDS OF MASHPEE CODE 172, REGULATION 31. ELEV. TP-3 DEPTH ELEV. TP-4 DEPTH 98.8 A 0" 98.8 A 0" SANDY LOAM SANDY LOAM DESIGN CRITERIA 98.3 10YR 4/2 6 98 3 10YR 4/2 6 B B NUMBER OF BEDROOMS: 3 BEDROOMS SANDY LOAM SANDY LOAM SOIL TEXTURAL CLASS: CLASS I_ (LOADING RATE=0.74 GPD/SF) 95.8 10YR 5/4 36" 95.9 10YR 5/4 35" DESIGN PERCOLATION RATE: .<2 MIN/IN C C DAILY FLOW: 330 GPD PERC DESIGN FLOW: 330 GPD 36"/54" GARBAGE GRINDER: NO-not allowed with design LEACHING AREA REQUIRED: (330 GPD) _ 445.9 SF M-C SAND M-C SAND .74 GPD/SF 2.5Y 6/6 2.5Y 6/6 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED USE 3-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(8.8.8' + 33.5') x 2 = 169.2 S.F. 87.8 1 132" 87.8 132" BOTTOM AREA: 8.8' x 33.5' = 294.8 S.F. PERC RATE <2 MIN/IN. ("C" HORIZON) TOTAL AREA:..............................................................464.0 S.F. NO GROUNDWATER ENCOUNTERED DESIGN FLOW PROVIDED: 0.74 GPD/SF(464.0 SF) = 343.4 GPD Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING n.t.s. P.T.M. 173-21 51 RALYN ROAD, COTUIT MA 12 West Crossfield Road 22 Long Road Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 6/12/21 P.T.M. 2 Of 2 Prepared for: Christopher & Lisso Plondy, P.O. Box 174, Mashpee, MA 02649