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HomeMy WebLinkAbout0364 OAKLAND ROAD - Health 3t64 Oakland Road Hyannis J� A= 271-020 TOWN OF BARNSTABLE LOCATION 364 ®au�w�, kb. SEWAGE# f 2 403 VILLAGE f tyA 0 i SS ASSESSOR'S MAP&PARCEL 2 71" 0Z.0 INSTALLER'S NAME&PHONE NO. &W&a 'Pc'lW.—'3FIAV kYCAG z2 SEPTIC TANK CAPACITY 150C LEACHING FACILITY.(type) A 1?t 3 (size) /6 3 f K�® NO.OF BEDROOMS OWNER PERMIT DATE: IZ/Za_ COMPLIANCE DATE: �}- Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility `S Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) /VA Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) ^/A Feet FURNISHED BY �s 6 � N 0 � w 4 Q Jj V+; O o i of Town of)DAInstable. �' gulato Services Department of Rei A v 1UD11c Date --''r'`S& $ 200 Main Street,Hyannis MA 02601 �rFD IMF M �., / Fee Pd. ;Date Scheduled i Time Soil Suitability Assessment for Sewgge Disposal Witnessed By: Performed By: i ]LOCATION & GENERALINI{'ORMfATION Owner's Name Location Address ( I.�lf�ll tJ �'—u Oq e Address / En (�f Engineer's Name e Assessor's MaplP4rcel: Z� [ G�I T� G�1 NEW CONSIRU(`�`('ION REPAIR /� Telephone# p Land Use P6'4 ©e i Paz Slopes(ga) to Surface Stones Distances from: Open Water Body � �O O ft ,Possible Wet Area�_o a ft Drinking Water Well a ft ; i J Q 0 > I D ft Other ft Drainage Way ft. Property Line SKETCH:(Street name,dimensions of lot,exact locations of tek.holes&pert tests,locate wetlands in proximity to holes) S � .Pon—UP0S J E w L L 0,1 Depth to Bedrock Parent material(geologic) f . 1� I Weeping from Pit Face—. --- -- Depth to Groundwater. Standing Water in Hole:' I i Estimated Seasonal;iigh Groundwater DtTERMINA.TION FOR SEASONAL HCGH WATER T"LE Method Used: I ( in. Depth to soli mottles: 1n' Depth O,b�erved standing in obs.hole: i in ©roUndwhter. Adjustment Depth toiweeping from side of obs.hole: i Adj.fletor_ _,.� AdJ.Groundwater Level.,,,.,°. Index Well# Reading Date: Index Well levy l ... I PERCOT+ATZ�ON TEST Date xle 3$ "on I Ti me at 9 h O bserva , Hole# I �y Time at G" i � Depth of Pere l( 2,0 _ I Time(9"-6") - - — Start Pre-soak Time.@ End Pre-soak Rate MinJInch ' Site Suitability AssessmenC Site Passed - Site Failed; Additional Testing Needed(YIN) Original:,Public 1:Te;ilth Division Observation Hole Data To Be Completed on Back— i **If percolafiion testis to be cond*acted within 100' of we ***If must first notify the on Division at least one (1) week prior Barnstable Conservati to beginning• DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel ai A A-m Soy"I ;f -11 5&vl) I0� Q, '/T tl 11 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) tf�Lt�1 DEEP OBSERVATION HOLE LOG Hole# N tPA Depth from' Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel DEEP OBSERVATION HOLE LOG Hole# N Depth from it Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Gravel) Flood Insurance Rate Maps Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No Y Yes Depth of Naturally Occurring Pervious Material Does at least fourteet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? t'S If not,what is the depth of naturally occurring pe ious material? Certification I certify that on b q- (date)I have passed the soil evaluator examination approved by the Department of Envir inmental Protection and that-the above analysis was performed by me consistent with the required training, expertise and experience described in 3,10 CMR 15.017, Signature l./ V " Date '2 O:\SEPTICIPERCFORM.DOC 05 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes 01�g PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Misposal *Vstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(V<Abandon( ) ❑Complete System [I Individual Components Location Address or Lot No. A JVb Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ,v :: C0 vI k i Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 92yf4 jvL- . 9Av(A4rL4'"f`- I/ �1 �/L- S-ov— 3G7- 7-11Z- Type of Building: 0 Lra Dwelling No.of Bedrooms -4 Lot Size 14 im, sq.ft. Garbage Grinder( ) IVV Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) /�D gpd Design flow provided 4 gpd Plan Date�/l /2 Number of sheets Revision Date Title Size of Septic Tank �o Type of S.A.S. A, 4 0 L 36 Description of Soil Nature of Repairs or Alterations(Answer when applicable) p//(& C- A S fin( ({f�P6G/S 4, /Vd w S-r�h L 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 Certificate of Compliance has been issued by is Board of Health. I -9,42W7_,, 126 k-,— J Date TZ/ 2 Application Approved by IN Date Application Disapproved by LDate for the following reasons n Permit No. �' Date Issued 21 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION-"`6WN OF BARNSTABLE, MASSACHUSETTS application for 'i8posal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(V<Abandon( ) ❑Complete System El Individual Components x i Location Address or Lot No. 36q �( A ///V(� �a. Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel "1 � �I Installer's Name,Address,and Tel.No. Designer's ,Name,Address,and Tel.No. 2�7{A7r �naGtlLt%U,rS� 1J /1/lt� 'L- 506 3G2- Z°lj2- Type of Building: T Dwelling No.of Bedrooms -4 Lot Size 141/& sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 4'4 D gpd Design flow provided 461 gpd Plan Date /L//9 /Z. Number of sheets Z Revision Date Title i ,Size of Septic Tank 1500 Type of S.A.S. l�/ A tZ 6 Description of Soil i i I Nature of Repairs or Alterations(Answer when applicable) R f PIA(/- C {, j��„t ��f f eO S 4, , . k i /V?w S-rg I C b" IL - 7 S'A S Date last inspected: I I� 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 Certificate of Compliance has been issued by is Board of Health. ign AA Date f Application Approved by �/ ✓ Date 'i Application Disapproved by Date { tl for the following reasons j Permit No. '' Date Issued --------------------- - ------------ - - - ---------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(V Abandoned( )by �ONSr►2✓C?ru/✓ I at .3&4 NY-(.Atj1) 9-,)• has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer &I AN ;2�; -CA16L Z- Designer `/�jL- #bedrooms 4 Approved design flow 44 gpd The issuance of this permit shall ht be�cons/t�,ed as a guarantee that the system will • nctio s esi ed. Date �o� c // Inspector - f - - ! - - - - --- - -- -- - -- - -------------- - No. Fee'f THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS misposal &pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade Abandon( ) System located at 3624 (2/�k LAn/b �2 D 11V A yet 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. Provided:Constructiogn m 4'be co leted within three years of the date of this permit. Date Approved by Town of Barnstable Regulatory Services 3axu8rns[,E, Thomas F. Geller, Director Public Health Division i6 g• A'�a may,• Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Oi ce: 03-362-464-A Fax: 50 - 90-630d Installer &: Designer Certification Form Date: t� Sewage Permit# Assessor's Map\Parcel 2- t LOV Designer: � 1/i�5 ►'tom Installer: Address: Y0 I-ox �5I Address: On was issued a permit to install a (date) n/ (installer) septic system at � 0- j11aller 'lased on a design drawn. by ^ (address) 49 A_�J'0/� d�V' ,• dated �•' .� (designer) 1 certify that the septic system referenced above was installed substantially according to the desian, which may include minor approved changes such as lateral :-elocaton oi�ti�4 distribution box andior septic tank. 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. OF MqS 9� DA E 'E ( nstaller's Sig tore) 1140 Rf'STE ° 2g SANI TAR\P� (Designer's Sianartire (Affix Designer's Stamp Here) PLEASE RETURN TO B ARNSTABLE PUBLIC HEALTH DIVISION CERTIFICATE OF CONIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION THANK YOU Q: Heal th/Septic/Desiener Certification Form 3-26-041doc LEGEND HYANNIS PROPOSED CONTOUR , o ' PARCEL ID: ® PROPOSED SPOT GRADE Q 271/019 —— -98 —— EXISTING CONTOUR 2 I + 96.52 EXISTING SPOT GRADE y 2a ejl 5U - W— EXISTING WATER SERVICE LOCUS ROUTE 6 TEST PIT N N78°34,2�,�E � � � • PARCEL ID: LO UPOLq IP 271/020 AREA=14,416t S.F. N 0 + c0v HY^'PNT! oy PROP. 1 ,50OG vent o SEPTIC TANK Locus MAP \� mspports o LOCUS INFORMATION Q f 12"0 PLAN REF: 206/57 ! DECK TITLE REF: 7322/041 1 0) ///////// 8'P -' J EX15TI NG CE55POOL PARCEL ID: MAP 271 PAR. 020 0 co „ ,,,�,,, 5 - W ZONING: "RC-1" O �` / '/// - Z (see note 1 0) FLOOD ZONE: "C" ;' �� 28,18• �� COMMUNITY PANEL: 250001-0005-C DATED:08/19/85 0 SEPTIC SYSTEM PARCEL ID: o ;; ;; a LP 10"0 271/021 REPAIR PLAN #364 // � LOCATED AT: o TOF=59.12 ;; 364 OAKLAND ROAD 2 GENERAL NOTES: HYANNIS, MA. U i gap, o PREPARED FOR jl ! t y M 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL i 1 _ ///i • • // 0) BOARD OF HEALTH AND THE DESIGN ENGINEER. f ! O T - KMj 2 OFLTHEE STATED ENVIRONMENTAHL�CODE,NT nE V. AND ANY PPu�LE RANGER CONSTRUCTION ASP/fq�T TBM: L Z LOCAL RULES AND REGULATIONS, EXCEPT AS NOTED BELOW: f / DRf DECK COR CURB--�-P 310CMR15.405(1)(b): DECEMBER 19, 2012 �WA y f EL=56.00 1) A 2.87 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE 5.87 FT. BELOW GRADE VS. REQ'D 3 FT. (S� q1q (H20/VENT PROVIDED) OF , 8"P S 3 TOEINSPECTIOAGE N'AND APPROVVALL B STEM THTHE BO NOT ARD OF HEALTH PRIOR AND THE t \ GAS -��__ DESIGN ENGINEER. D s O 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 11 ENGINEER BEFORE CONSTRUCTION CONTINUES. / 10"0 $"0 t 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 0j ±� ! ! W 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ! ! ven v THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 1., ) HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. '�NITAR\p Iel ! i 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. _ �� 78°3 I �� \ 4'2()w 56 B' O A�CONDIT ON AGREEDUUIPON CBETWEEN OWNER AND CONTRACTOR. S S 36. O 0 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY U f THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 40.63 CONSTRUCTION. MEYER & SONS, INC. . 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE V. 2 8 11, 48 HOUR NOTICE FOR ENGINEER CERTIFICATION P.O. BOX 981 j 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY R O AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY EAST SANDWICH, M A. 02537 j 13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING 14. ALL PIPING TO BE 4" SCH 40 ® 1/8"AFT. (508)362-2922 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER SCALE 1" 20' 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING = SHEET 1 OF 2 J 1498 NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:49.13 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. ' SEPTIC TANK PROPOSED 9-BOX PROPOSED SAS OF T.O.F. EL.=59.12 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. ��` �yG iF.G. EL.=55.5t F.G. EL.=55.0t F.G. EL: 55.0f F.G. EL: 55.0(MAX.) D V/ M o. 1140 9" MIN COVER/ • VENT L = 12't 36" MAX COVER L = 15' L = 10'(MAX) INSTALL INSPECTION PORTS IN EACH ROW RFC/Sj 0 S=1% (MIN.) EL = 53.50 0 S=1% (MIN.) 0 S=1% (MIN.) SANITAR�aa l��Zr�4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 10" s 10.75" TO .� 14 INV.=52.50 a8"uouID INVERT LEVEt kNV.= 52.25 PROPOSED INV.=50.80 GAS BAFFLE D BOX 2 TRENCHES OF 8 UNITS AT 5.00'/UNIT = 40.00'/ROW AM oM INV.=51.0 INV.= 48.67 SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1.500 GALLON SEPTIC TANK RESTORE VEGETATIVE COVER EXISTING SEWER OUTLET BACKFILL WITH CLEAN PERC SAND INV.=53.20 TO TOP OF CHAMBERS 60' NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION EXISTING SUITABLE 2) TANK AND D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT=TOP ELEV.=49.13 MATERIAL GRADE ON A MECHANICALLY COMPACTED SIX INV. ELEV.= 48.67 INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.= 47.80 310 CMR 15.221(2) 2.88' _ 3) INSTALL INLET & OUTLET TEES W/ 5' MIN. ABOVE BOTTOM OF GAS BAFFLE AS REQUIRED T.P. EXCAVATION OR G.W. USE 2 TRENCHES OF 8 - 16"-ARC3616 HIGH (5.00' PROVIDED) CAPACITY ADS UNITS-NO STONE BOTTOM OF TEST HOLE EL.=42.8 - SEPTIC SYSTEM PROFILE • TYPICAL SECTION fs" N.T.S. KT.s. DESIGN CRITERIA SOIL LOG P#: 13823 NUMBER OF BEDROOMS: 4 EXISTING BEDROOM - NO INCREASE IN FLOW PROPOSED DATE: DECEMBER 18, 2012 SECTION 10.75' SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE. #1614 iNVERr DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DAVID STANTON, BARNSTABLE BOH HEIGHT END CAP DAILY FLOW: 440 G.P.D. Elev. TP- 1 Depth Elev. TP-2 Depth ADS - ARC 36HC CHAMBER (H20 LOADI DESIGN FLOW: 440 G.P.D. 55.0 0" LOAMY SAND , 54.8 0" A LOAMY SAND MODEL ARC 36HC GARBAGE GRINDER: (NOT DESIGNED FOR GARBAGE GRINDER) 54.25 10YR 3/2 9" 54.05 10YR 3/2 9" LENGTH 63" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT PROPOSED SEPTIC TANK: USE NEW 1,500 GALLON CAPACITY B LOAMY SAND B LOAMY SAND 6 " TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY EFFECTIVE LENGTH 0 10YR 5/8 10YR 5/8 " DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LEACHING AREA REQUIRED: (440) = 594.59 S.F. 52.0 36" 51.80 36" 74 C SANDY LOAM C SANDY LOAM SIDE WALL HEIGHT 10.75 10YR s/s 1oYR s/s OVERALL HEIGHT 16 DISTRIBUTION BOX. DB-3 3 OUTLETS MINIMUM4640( (MINIMUM)) 51.0 C2 48" 50.80 C2 48" OVERALL WIDTH 34.5" H! L ARQ OHO �3026 LVD PRIMARY S.A.S. LOAMY SAND LOAMY SAND 10.7 CF e PERC ® 4730 2.5Y 5/4 2.5Y 5/4 CAPACITY USE 2 TRENCHES OF 8 - ADS ARC36HC UNITS WITH NO STONE (80.0 GAL) AovANCEo oRAUNAGE SYSTEMS. INC. 48.0 84" 47.80 g4" TRENCHES: (GENERAL USE APPROVAL FOR 7.79 SF/LF OF CHAMBER C3M2sMssSAND C3MEDI MsSA D PROPOSED SEPTIC SYSTEM SITE PLAN (CHAMBER UNITS) 16 UNITS x 5.00 LF x 7.79 SF/LF = 623.20 SF 43.0 144" 42.80 144" 364 OAKLAND ROAD, HYANNIS, MA TOTAL AREA = 623.20 SF PERC RATE <2 MIN/IN. ("C2" HORIZON) Prepared for: Ranger Construction DESIGN FLOW PROVIDED: 0.74GPD/SF(623.20SF) = 461.16 GPD > 440 GPD req'd NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN DATE: DARRENM.MEYER,R.S. AfacDotgaM Survey NTS D.M.M. 12/19/12 • 1, Darren M. Meyer, R.S.. CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 p0 BOX gal (508) 419-1086 to conduct soil evaluations and that the above analysis has been performed by me consistent with the E4STSANDW/CH,MA02537 CHECKED SHEET N0. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. 508-362-2922 D.M.M. 2 Of 2