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HomeMy WebLinkAbout0025 IRVING STREET - Health 25 IRVING STREET Centerville A= 226 -123 oe �2 I j� No. / Fee 1✓® THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Z.pptication for Mi*saY,6pstrm Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components X Location Address or Lot No. r=N1 S e Owner's Name,Address,and Tel.jNo. p 611-4®f.2rij Assessor's Map/Parcel !' f W ew -5- . Installer's Name,Address,and Tel.No. t�f eAs Designer' Name,Address,and Tel.No. �j10.�7'3_Cr33 p Type ofBuilding: Dwelling: No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 0 gpd Design flow provided 3 �b gpd Plan Date Number of sheets Revision Date Title 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 the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal t Date �z Vt Z Application Approved by Date Application Disapproved by Date for the following reasons Permit No. , / — 03 Date Issued No. ram"'o � � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION TOWN OF�BARNSTABLE, MASSACHUSETTS Yes application for ID *pstrm Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade= ,=) Abandon'-(- ) ❑Complete System ❑Individual Components Location Address or Lot No. l "di"* �( 1r 1 S Owner's Name,.AddresIr s,and Tel. o. I1 (pr7401-Zr11 Assessor's Map/Parcel 2(0 /,West�j a 2 .5-(,a Installer's Name Address,and Tel.No. b ��C c S !D Designer' Name Address,and Tel.No. �5�-Z"j 3—o3— AA1 et rc �oncs 77`/-313.ML: 2,6Sq 6 -"120 u1al��arn 6253� Type ofBuilding: ' Dwelling No.of Bedrooms :3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ® gpd Design flow provided 3 % r gpd Plan Date Number of sheets Revision Date Title ' t tlI Size of Septic Tank �� t' # Typelof S.I. 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healthi—___ —`� - 3 Date Ili',' Application Approved by -1-1 Date Application Disapproved by Date for the following reasons Permit No. / r— D 3 Date Issued 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS eeftifitate of�Compfiance THIS IS TO CERTIFY,that the On-site Sewage Disposal syste4,kConstructed( Lr__ Repaired( ) Upgraded( ) Abandoned( )by (• � o ' ' (,t,11'+[:f'Vt (it- has been constructed in accordance �y with the provisions Title_ and_the_for Disposal System Construction Permit No- 2 3/ dated 4 /J Installer Designer a. #bedrooms Approved design flow gpd The issuance of this perm'tfshall of be cos ed as a guarantee that the systemv�vill�function aged. Date / ,�� I{nspectok ---------------------------------------------------------------- No.0— r Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstrm Construction permit Permission is hereby granted to Construct( �Rte_pair( ) Upgrade( ) Abandon •� ( ) ' System located at Z� . rYll1 C, -. 3 CPA 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:Construction must Pe co pleted within three years of the date of this pe it. Date � � Approved by . Tbwn o l3arnstable P# 5,2 �}IKE Department of Regulatory Services BARNBMBIX Public Health Division Date p a6 q. �F' 200 Main Street,Hyannis MA 02601 N 11157 � aoP� Date Scheduled �--'�—�+� Time „I Fee Pd. Z fV /Soil Suitability A_sse/s's^ment for Sew Dis/Dosal /� C ��11� � ►-� Performed By: / 1�r!�(�Q 1 ��r)Q,niG I i (.J tF Witnessed By:_ v't(/ ✓ v�l �e LOCATION&GENERAL INFORMATION t Location Address / V`,n rJ �' caner s Name' f'�(" C -ilk lJ% ' �R Q �oIN"1�ddress I`/��1�� � Assessor'sMap/Parcel: �`3 e�l�' Engineer's Name '�/O/ (, r NEW CONSTRUCTION REPAIR 1 Telephone# • Land Use 'Si 11! i Slopes(%) '3-5- Surface Stones C/ Distances from: Open Water Body - ft Possible Wet Area ft Drinking Water Well - ft Drainage Way _ft Property Line ft Other - ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) See a4ac,1¢ . Q1c,vi Parent material ~(geologic)� Depth to Bedrock t1 11 Depth to Groundwater: Standing Water in Hole: yl JL Weeping from Pit Face -7 t"5 C1R 5 Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: D i r ecf 0 6Se-CV44IVA Depth Observed standing in obs.hole: `7113 X in. Depth to soil mottles: `! ;,♦` in. Depth to weeping from side of obs.hole: 7%3;%- in. Groundwater Adjustment ft. Index Well# Reading Date: a Index Well level Adj.factor . Adj.Groundwater Level— PERCOLATION TEST Date'a l lS Time id t00 AA1 Observation Hole# Time at 9" r. JI Depth of Pere W "b9` 40-'1S g Time at 6" Start Pre-soak Time @ I' '0 a, _o-5 Time(9"-6") I End Pre-soak tld�nl�' �0)34 Rate Min./inch r Site Suitability Assessment: Site Passed V/ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC S DEEP OBSERVATION HOLE LOG Hole#iLal Depth from Soil Horizon Soil Texture Soil Color Soil _Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. g� Consistency.%Graven D-4 Fill 4-8 A t-'! i®�r 3/j N DEEP OBSERVATION HOLE LOG Hole# 'l.4 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven =10 A L-; 10Yr7/a DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) DEEP OBSERVATION HOLE LOG Hole# . - - Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) _ (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Graven Flood Insurance Rate Mau: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system' If not,what is the depth of naturally occurring pe it material? Certification I certify that on 10 2-7 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was perfonned by me consistent with the required traiRgexpeise and ex r nce described in 310 CMR 15,017. Signature Date 1 1 Q:\SEPTIC\PERCFORM.DOC Town of Barnstable Regulatory Services Richard V. Scali,Interim Uirectur fLIWtSTARM - 'R"ffi Public Health Division Thomas McKean, Director 200 Main Strect, Hyannis, NIA 02601 c+Rice: �08-8hy-4644 Installer & Designer Certilicatiun Form Date: -� _f Sewage Permit# -� Assessor's MaPA'arcel Designer: —SC Installer: Address: 100err hr;ti,V"0 Address: f, — - — ..__. .. b- G.... On _ _ t ��LIC hYl«as issuai a permit to install a (date) (installer) septic system at `. .._�. based un a desi�.tn dra�cn hti (address) , �L Z �l �trlf'CCtl) It1L dated (� j `t !t, i I ij. tttt)<.il (designer) I certifN that the septic system referenced abo\e was installed substantially acc,,rdin2 tr the design, which may include minor approved chilli !eS such as lateral rclocaticm Of the distribution box an&or septic tank. Strip Out of required) -%\as inspected and the :,,its «ere found satisfactory. I certitj that the septic system referenced abu\c %oas installed %\ith major chanties (i.C. greater than 10' lateral rclucatiun cif the SAS ur alt\ vertical relucatiun (,f am conipunent of the septic system) but in accordance with State K Local Re�:ulaticins. flan retisiun ,.>r certified as-built by designer to fi-)llo\c, Strip out (it'required) �cas inspected and the ,oils \%ere found satistacturv. I ccrtif) that the mstem referenced aboyc csas ainstructed the terms ofthe f'-A. •oval Icttcr, (il'appiicable) tnOFt♦ ``CHURCH Ll At 5u' (I st Si tatUr;�—� _ GMt. v e .41 a L.r. ( signer's Sir ure) (AIfi.x De t p I level - FL ASE RE T N TO BARNSTABLE PUBLIC HEALTH U S t)N. ClERTIFICATE: OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARI)ARE, RECEIVFD BY THE BARNSTARLE: PUBLIC HE;AI,TH DIVISION. THANK YOU. Q Septic,DesignerCcnilicaticu, Furor Rc, 4-1 t-)_.due t TYP. EXTERIOR WALL SPECIFICATIONS g -TRIM see ELEV'S or "PAUL " -CEDAR SHINGLES 4"70 THE WEATHER SIDING OUTSIDE CORNERS ARE WOVEN ALTERNATE ROWS INSIDE CORNERS TRIM TO BUTT ALTERNATE ROWS HOUSE WRAP 13'-10" -1/2"EXTERIOR SHEATHING TOP OF RAI ING 36"ABOVE GRADE -2"x 6"STUDS 6 16"O.C. YARD -TRIM SCHEDULE N"PAUL" + 6,$uG O Dx Q `4 -ALL HEADERS >b'DOUBLE 2'xl2' W/FOAM FILLER T'oil I I "' m -R •21 HIGH DENSITY BATT INSULATION O ® 5 -6 mil POLY VAPOR BARRIER TYP. INTERIOR WALL SPECIFICATIONS PEA -2 x 4 STUDS ark 16' O.C. I? DEN P L GAME ROOM 2-8 -EXCEPT 6'STRUCTURAL WALLS SEE FL PLAN FOR LOCATIONS ❑3 DN _ -i/2" BLUE BOARD W/1/8"SKIM COAT PLASTER O" 3'-O" q II'4" sgp5 G -TRIM SCHEDULE by' PAUL ' 6'BEARING WALL -PAINT INTERIOR 2 COATS,EXTERIOR 2 COATS ® 6-0 - 3-10' 3 1 51-0 -FIRE STOP ALL WALL PENATRATIONS 3'-7° -b c 1 - - rq 3 4' 6' TYPICAL FLOOR SPECIFICATIONS- $CDs A-12 4 FAMILY ROOM -FINISH FLOORING by ' PAUL ' g -3/4"T4 G PLYWOOD SUBFLOOR NAILED 4 GLUED TO COVERED Q PATIO -ALL FLOORS BCI 11 1/8' S09 2.0 L/480 JOISTS Q 16"O.C. COVERED o .9 I I 0 15T FLOOR o see A-10 4 A-11 FOR SPECIAL FL FRAMING F aN R z q GLG.NGT -MTL CROSS BRIDGING crd S'o.c.4 SOLID WOOD FIRE BLOCKING -� see A-12 -FIRE BLOCKING AS REQ,4 FIRE STOPPING ALL FLOOR t.G• PENATRATIONS 1 — — UP O cv STEEL BEAM I?WFT1Wl4"TUBULAR STEEL COL'S EACH 4 TYPICAL LANDING DECKS SPECIFICATIONS rat Ib- -U6E 2° X 10°P.7.JOlb76 " O.G. i 4�, 1 -USE 4"COMPOSITE DECKING ' I 4'-0' 6'X 4' I -SUPPORTED BY 4"X 4" P.T.POSTS OS ATTACHED TO 12" DIAMETER CONCRETE PIERS a,-0" Q I KITCHEN EATING AREA 67 04'BELOW GRADE 4 RESTING ON UNDISTURBED SOILsee A-8 -RAILING SYSTEM by"RL SARIS" O ENTRYi n 1.0 SMOKE DETECTOR DIRECT VENT- BYMBOL!80 A ALL BATHS g'-0° 3'-0 3.0' O 6 OIt SMOKE AND KITCHEN HOOD DRYER N CARBONMONOXIDE GAS FIRE PLACE e L b'-0" 14'-b° DETECTOR CO 4-0ED� PORCH SYMBOL'SCD 4) GENERAL AND OR 60 CONTRACTOR SHALL VERIFY ALL DIMENSIONSCIRST FLOOR FLAN PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION.ALL STATE AND LOCAL BUILDING CODES SHALL BE ADHERED TO ANY TOTAL LIv ING AREA = 1,264 SF DISCREPANCIES SHALL BE BROUGHT .D TO OWNER OR C .CALHOUNS �gtERED aR CH/T ATTENTION.DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT �tGS D C,q� FOB PURPOSES ASK QUESTIONS 1 o Z �N CUSTOM I OME FOR 25 IRV ING ST ocatn DATR vrD 1 vlam DRALt1G NO. } p 6 11 LLO 1 DfpA'1 BC � 1�_l�� Revue wD IVIVIT py 'S. �, nn.E �_3 rIRST FLOOR PLAN C, p. C A L N O U N i ADDO C f A T E 6 INCOR PO R.A T E 0 ~ 1 5i SACHEM DRIVE, BOURNE MASS, 02532 50a-a33-3706 TYP, EXTERIOR WALL 5PECIFICATIONS: 4 -TRIM see ELEV'S or"PAUL " -CEDAR SHINGLES 4" TO THE WEATHER SIDING OUTSIDE CORNERS ARE WOVEN ALTERNATE ROWS INSIDE CORNERS TRIM TO BUTT ALTERNATE ROWS ti -HOUSE WRAP 281-0" -1/2" EXTERIOR SHEATHING -2"x 6"STUDS rat lb"O,C. 3'-0" 9'-10" Fi'-4" II'-10° -TRIM SCHEDULE by"PAUL" 4'-2' -8" 6'-09r4" -ALL HEADERS >b'DOUBLE 2'xl2'W/FOAM FILLER -R -21 HIGH DENSITY BATT INSULATION (� �r -6 mil POLY VAPOR BARRIER I RooF u °P � i TIP. INTERIOR WALL SPECIFICATIONS= N=91L�ATW BED ROOM 03 6, -2 x 4 STUDS Qa 16 O.C. -EXCEPT 6 STRUCTURAL WALLS SEE FL PLAN FOR LOCATIONS TG. -1/2" BLUE BOARD W/1/8"SKIM COAT PLASTER 1 "" `-4" &SD -TRIM SCHEDULE by' PAUL13 1�1 '-Mrs 1 ,5 ?' PAINT INTERIOR 2 COATS,EXTERIOR 2 COATS X 11 VS'LVL BEAM' _ 3 BEARING WALL -FIRE STOP ALL WALL PENATRATIONS BEDROOM#2 3 - SDs FIT 11TYPICAL FLOOR SPECIFICATIONS:- -FINISH FLOORING by ' PAUL ' O x I -3/4"T4 G PLYWOOD 6UBFLOOR NAILED 4 GLUED TO ROOF -ALL FLOORS BCI 11 1/8' 1306 2.0 L/480 JOISTS 6 16"D.C. BATH g Wro 1 o see A-10 4 A-11 FOR SPECIAL FL FRAMING 7 aN C) 10'-6" 6'-8" 3'-0" 4' MTL CROSS BRIDGING @ 8'o c.4 SOLID WOOD FIRE BLOCKING FIRE BLOCKING AS REQ,4 FIRE STOPPING ALL FLOOR MASTER SUITE y.NOTE PENATRATIONS �+ 9 BEDROOM 01 3 c� OF (�} GENtER WIN,ON sDB L/ STAIR TYPICAL LANDING DECKS SPECIFICATIONS: zr 13/4'X A T/8"LVL BEAM SOB ' _ - 6 BE RING WALL - USE 2" X 10" PT,JOISTS art I6"D C, ROOF3'-0" ' -USE 4"COMPOSITE DECKING CEILING HEIGHT =8-0„ -SUPPORTED BY 4"X 4"P.T.POSTS II 3 6 ® ATTACHED TO 12" DIAMETER CONCRETE PIERS '4 L I PLAY AREA T.G, 4' 0 4'BELOW GRADE 4 RESTINCs ON UNDISTURBED SOIL8ee A4 M IWALK-IN - -RAILING SYSTEM b5"RL SARIS" BATH I CL06ET SMOKE DETECTOR DIRECT VENT: SYMBOL!6D 0 ALL BATHS KITCHEN HOOD SMOKE AND DRYER CARBONMONOXIDE GAS FIRE PLACE 8'-10" DETECTOR SYMBOL:6CD a 28'-0" SECOND FLOOR F L A N *GENERAL AND R bUB CONTRACTOR SHALL VERIFY ALL UCTI'_N .PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION.,ALL ALL STATE AND LOCAL BUILDING CODES SHALL BE ADHERED TO ANY DISCREPANCIES SHALL BE BROUGHT TO OWNER OR C.D.CALHOUN$ TOTAL LIVING AREA= i,120 5F Ns ARCy�rF PATTENTION,DO URPO ES ASK OTESTEILONS MEASURE DRAWINGS FOR LAYOUT �__T c _ % CU5TOM DOME FOR 25 IRVING 5T p V No Z LE DATE Irm 1 1/D f vnm wuYNG No, B -'.j 9' 1' 2' �4' S' ip` SAf6l7/DA7 WDI6YIOR1 ,{ 7p SS. nnE Revrer9 WD IUIUIT ,�'`t ` 4rNCF PSSPG� SECOND FLOOR FLAN C. D. C A- L I-I O U N f ASSOCIATES INCORPORATED 51 SACHEM DRIVE, BOURNE MASS, O2532 505-533-3.106 1 7-T ,Ai v^II I�1�11 II 15 Q UP m tt'-6" ROOF ( _ n ° 3,4, " o" ROOF rJ KNEE WALL 4'-10 NIGH 61-o„ ° 0 13 NOTE BASEMENT _ `�' WINDOWSKkts RAILING LIMITED HEAD ROOM " `" 14 TEMPERD GLASS o 4 Q ,� AVERAGE CLG HGT --I'-O" Q ROOF - - - - - - -- - _� 14 ATTIC /STORAGE Q —Q aO s 6-4" BELOW HVAC p LIMITED HEADROOM TG ° N 13 HEIGHT VARIES PROM: ,' > I'UNDER GUSSET PLATE 1. '., T0.4'-10°KNEE WALL '> " RIDGE we A-12 �' UP T.G.6'-O" -� . KNEE WALL 4'•10"NIGH Q rJ ° O O O O / r ° ROOF I ° STORAGE/MECWANICAI, I'7 ROOF '' o G\S,EFkED AR�y�T . 4 ��o SS./ TIC FLOOR FLAN ;p, TOTAL LIVINGS AREA =510 SF 34,-0„ FgZ,- OF M�ss�G BASEMENT FLOOR FLAN TOTAL LIVING AREA = 1,040 SF CUSTOM DOME FOR 25 IRV INCH ST WA1.e DAne 5/31mn /3m IRAWNSNO. WK Wilm nTu BASEMENT 4 ATTIC FLOOR PLANS C, D, C A L H O U N A 0 6 0 C I A T E 6 I N C O R P O R A T E D 51 SACHEM DRIVE,SAGAMORE BEACH,MASS 02562 509-833-3106 IMPORTANT NOTE; FOR ROOF PITCH5 5EE A-12 FULL CRO55 SECTION ATTIC FLOOR _—_ — _- - --- - - _—_— _ - - --_ — _ -- ATTIC FLOOR _ b - - -—- — - — - — "TYP 4 TYP I I 2ND FLOOR _ _ - _ 2ND FLOOR o -- - � - -- - --- -- ---- ---- - - - -- - - - - - -- - - Q S"FRIEZE BOARD TYP. �r I � to - - - - O Q i oe - m 00 Q, I IST FLOOR 4 --- - -- -- - u7k10,wPICE �. --- -- - - - � � - - -- -- -- - - -15TFLOOR I - 1 9 (l BASEMENT r--------------------T--------------------r---------------------r --------------------------------------- L______-____ __1____________________1__-_____-_-________-_I L________-_-_-___-_______-_-__-_--_--________-_____-___I LEFT ELEVATION FRONT ELEVATION TYP EXTERIOR U SALL SPECIFICATION • *GENERAL AND OR SUS CONTRACTOR SHALL VERIFY ALL DIMEN610Nb -TRIM me ELEV'S PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION.ALL -CEDAR SHINGLES 4°TO THE WEATHER SIDINGSS*D ARcy� STATE AND LOCAL BUILDING CODES SHALL BE ADHERED TO ANY Gx19 D C TF DISCREPANCIES SHALL SE SROUGHt 10 OWNER OR G.D.GALHOUNS -4 CORNER BOARDS ATTENTION.DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT -HOUSE WRAP % PURPOSES ASK QUE6TION61 -1/7"EXTERIOR SHEATHING No 49 9 Z � NEW CUSTOM HOME FOR 25 IRV ING ST -2"x 6"STUDS o I&, O,C, -ALL HEADERS >6'DOUBLE 2"x1211 W/FOAM FILLER + W WALE 1'0 L4SS. J q 7 DR 4UP/G NO. -R=21 HIGW DENSITY BATT INSULATION 2� PpZ ,..��� Revrea> WD IIriUIT 6mfI POLY VAPOR BARRIER �gZTMOFIA rnE LEFT 4 PRONrt ELEVATIONS C. D. C A L H O U N ASSOCIATES I N C ORPORATED DI SACHEM DRIVE, BOURNE MASS,Oro% SOD-633-3106 �__ T.O.F. EL.= 22.00' FINISH GRADE OVER CHAMBERS =- 21 .4' - 22.2' PROVIDE EXTENSION RISER r-FINISH GRADE OVER D-BOX= 1 .4't REMOVABLE WATER-TIGHT COVER OVER F SLOPE @ 2% MIN. OVER SYSTEM __ 3/4"TO 1-1/2" DOUBLE WASHED }V E RALN(' ' WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6" OF FINISHED GRADE STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED ALL SYSTEM FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. I 4" SCHEDULE 40 PVC COMPONENTS AND CONSTRUCTION - r--5" DIA. OUTLETS MIN SLOPE 1% INSPECTION PORT WITH ACCESS BOX 2"OF 1/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNQATION = 21 .1 t 21 .0 t !( � ( ) TO F.G. (SEE GENERAL NOTE#19} 20"MIN ACCESS STONE OR GEOTEXTILE FILTER FABRIC -� CODE AND ANY APPLICABLE LOCAL RULES. COVER (3 TYP.)� 369' Ml� _ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PROP. SCH. 40 9" MIN. TOP OF SAS - 19.Z3' PLACE RISERS ON ALL ` DESIGN ENGINEER, PVC SEWER-� , j 36" MAX. 1$ r�O' 36" MAX,N. CHAMBERS WITH � \ � L � i P. H- 40 I � INLET PIPES TO 6"OF 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER 1 BREAKOUT EL = 18.90 2" DROP MIN. I' I ? f ! ! ! i ��. FINISHED GRADE-�� SYSTEM UNLESS OTHERWISE NOTED. MrN.sLQPEa.�,�--<, 6" 3" � I ' ' j 4. TO T 3"' DROP MAX. 3' 9., ------- L=4 ± ----�- 1 MIN ss_oPE @„ PROVIDE WATERTIGHT - PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 10' �� 4" PVC IN FROM JOINTS (TYP.) o ono 0 o ELEVATION = 18.90' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A / SEPTIC TANK \ 4" PVC OUT TO h �-- -- - 0 40 Mll_ GEOMEMBRANE LINER IS PLACE: AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 20.00 1a" y �-- 18.85 r��, � � 0 � � � � � � � � L� � r _ o o CD `_� �_� THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY a _ --� o 19.10, -� { ! ( �\ 12„ 6„ oo L.-� __J ` o o �1 �-1 I�I !�-1 0 5 SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 48" OUTLET TEE 18.75' '�MIN. 18.58' 2' t o o 0 ' 0 0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL, �, � �__-.J o GAS BAFFLE 6" CRUSHED STONE i J o 0 oc�o ' I r� 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK OVER MECHANICALLY o 0 00 � !� -� o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS 1­0 14.1; OFFSET TO FND - i COMPACTED BASE - i I NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 6 CRUSHED STONE ! 5 OUTLET DISTRIBUTION BOX �° - 8.5' (TYP) ' r <� f 4 0, AND DESIGN ENGINEER, OVER MECHANICALLY TO BE INSTALLED ON,A LEVEL STABLE (NP ) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 20.00, COMPACTED BASE C Q BASE. FIRST TWO FEET OF OUTLET _ `�_ ' r ESTABLISHED ON A NAIL SET IN U.P. #444/1 AS SHOWN ON PLAN, PIPES TO BE LAID LEVEL. 16.40' GROUND WATER ELEV= < 1 O.ZO PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION LENGTH 10'-6" WIDTH 5'-8" DEPTH rJ'-$" (Dimensions per Wiggin CROSS SECTION VIEW 2 - 500 GALLON CHAMBERS 5' MIN. CHAMB � Ei THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT TYPICAL CHAMBER PROFILE 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES Precast Corp., Pocasset,MA) TO THE DESIGN ENGINEER, lic � ..,�Fi DISTNII�� I. I', .1IV 0u �A or.TA, NOT TO SCALE NOT TO SCALE -------------------' 1- - I NOT TO SCALE 10_ ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. PLAN NOTES: ` /� 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING T ""�i `" ; `I 1 '''``�' T" - TEST PIT DATA 1 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM j - . •!`i • �:r.�.•`' any • `�y 'f�`� f • A•� •• J' 1.) NO INFORMATION REGARDING THE EXISTING SEPTIC SYSTEM IS AVAILABLE ZONING DISTRICT RB (RESIDENTIAL) ) • ;� • t k E' • �' ._ , PERC NO. 152fi3 - APPROPRIATE AUTHORITY. CONTRACTOR SHALL VERIFY ALL SEPTIC PIPING AND COMPONENTS. ' • REQUIRED EXISTING PROPOSED / / �> �• • _., i INSPECTOR: David W. Stanton, RS 12 ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED I UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR 2.) ALL UTILITIES SHALL BE CONNECTED TO THE NEW DWELLING. UTILITIES ,�' 1 EVALUATOR Michael Pimentel EIT CSE MIN. LOT AREA 43,560 S.F. 8,000 S.F. 8,000 S.F. f , . TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. LOCATIONS SHOWN ON PLAN ARE CONSIDERED APPROXIMATE ONLY & SHALL �- � � «' '.• � ' � � rf C.S.E. APPROVAL DATE: OCt. 1999COMPLY WITH TOWN OF BARNSTABLE & UTILITY COMPANY REQUIREMENTS (I.E. MIN. LOT FRONTAGE 20' 100.00' 100.00' ;` i 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. PIPE MATERIAL, SLOPE, SIZE, TESTING, ETC.). CONTRACTOR TO OBTAIN ALL MIN, LOT WIDTH 100' 100.00' 100.00' , .. ;. (Ci1. e " ) i DATE: ry 15, 2017 _ 1 14. WHERE REQUIRED, CONTRA APPLICABLE PERMITS. FRONT YARD SETBACK 20' 21 4' 22.5' !• •«••� ' Q CONTRACTOR SHALL REMOVE AL• � •� rj • �!• III+ • ! � 1' r•,,s:rI • • r..•, r {/. r' TEST PIT# 1 &2 AND UNSUITABLE L LOAM SUBSOIL MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. SIDE YARD SETBACK 10` 4.9° 10.6' r '" '' ` ELEV TOP =i� 21.90' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHED AREA. REAR YARD SETBACK 10' 22.6' 10.7' ., i 1�' �.,.•� �,� ,!' .;. :' ZONE 2 �fl�!: _ MAX. BUILDING HEIGHT 30' <30' < •. .��//j�j is: � �' ` ELEV WATER = < 10.90, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). a ) PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE fl. 30 • '. � � Y,I�. .,'.�. ,� • �-=�-'-.�� , - 1 - ,�( .I. n •�r„� 5. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN i 1-- r J' •�. `�•� I: a' . I0 �, ; I ) ,; i PERC RATE _ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. etckk t DEPTH OF PERC =- 40"-58" 16. PROPOSED PROJECT IS LOCATED WITHIN: MAP 226 4 -` "►,•i�illld ,�,�, � ► _ / - 00 LOT 124 �- "' �: .,,. ' �• `� } TEXTURAL CLASS: 1 ASSESSOR'S MAP 226 LOT 123 •• • LOCUS OWNER OF RECORD: TINA R. CHISARI, TR a- /"" •%l M •r+ • • • i' SSC REALTY TRUST T lJ n./. ', • ! u * ; . • - ---Zr!'tj (------ 21 90' ADDRESS: 104 ADAMS AVENUE $0 00 MAP 226 `fit r4• ' v C` w F � ``w` Fill W. NEWTON, MA 02465 �� t; 4" 21.57' q� 1 LOT 123 / • • -� G (Ii ;t i .•. :•,;, A Loamy Sand j MAP 226 � � � p 1 '( LOT 126 S �� PROP. 8,000± S.F. 1 { I i ;`4 i .iE +L• • 't ' FEMA FLOOD ZONE X „ OYr 3/2 COMMUNITY PANEL# 25001C0564J C. �1 tit s +� • N tit. • � BUS DRIVEWAY �.._ ft �: 1� } . Ve►� • Atli ` •�'-'1-'r• 8 21.23' t� �._ "•rr•;,� ,?r 'ii••!! '!i r �? f; ; •• ' "at'• 17 DEED REFERENCE: L.C.C. #211 EXISTING BIT. DRIVE '��_.__- if I , Loam Sand P�f 1 8ww ,• • �,r! �{wit•fi -; t# _ �•1•J •. + 927 J -v pR' -;, (TO BE REMOVED) .. rjl, y .k Ir . .• t B Y SNP 6,,,�V + ! r i { = `.�: •__ 10Yr 5/6 18 PLAN REFERENCE: L C. PLAN #23802-C 'o & • • • ,. ter' '0I 7 •.':: `" 19. A 4" PERFORATED SCH. 40 PVC PIPE SHALL( - 18.57 ash Pe f 4Q�� � LL BE PLACED IN A VERTICAL POSITION TO A 0` , It „` ♦ - ;`,.�z►3�4..;�''� ! r, r DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO OATHIN 3" OF FINISH GRADE. A • 58 7 07 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. •• >HEQ / 22 5 }�} !��� �1 120. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL G a'� REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. r i PROPOSED 2 'I . 'pRl x �-- ---_ / 3-BEDROOM ' ' O :► • DWELLING 00� C Med-Coarse Sand j 2.5Y 616 �0- PROPOSED OVERHEAD LOCUS PLAN UTILITIES SCALE: 1" = 1000' 18" 20/ 20" 1_. \ \ o Q y 's 1-! #444/1 132" LEGEND - 10.90, 4' cn ar \o_ No Standing, Weeping or Mottling Observed 50xO' EXISTING SPOT GRADE 4` Q/W DESIGN DATA TEST PIT d�, - - - 50 EXISTING CONTOUR . 'a PERC NO 15263 NUMBER OF BEDROOMS (MIN. P INSPECTOR David W. Stanton, IRS 50 PROPOSED CONTOUR rn �, � \ -� (DESIGN) 3 ( I PER TITLE 5) -____ DESIGN FLOW 110 GAUDAY/BEDROOM EVALUATOR: Michael Pimentel, EIT, CSE 50 PROPOSED SPOT GRADE Benchmark - - 6, �1�RED ?� `,��' �, Nail in U.P. #444/1 TOTAL DESIGN FLOW 330 GAL/DAY C.S.E. APPROVAL DATE: Oct- 1999 _ G; �w GO /� © G� EXISTING OVERHEAD UTILITIES 2 0_ pORCN /- V GPs I..,; \ m Elev. = 20.00' - DATE: February 15,2017 a / \ r' .� Approx. M.S.L DESIGN FLOW x 200 % = 660 GAL/DAY ®/H/W -- PROPOSED OVERHEAD UTILITIES 12 0 t 2 �� TEST PIT#: 3 &4 USE PROPOSED 1,500 GALLON SEPTIC TANK - GAS EXISTING GAS LINE -- ELEV TOP = _ 21.20' _ o_ i TP 4 PS / �, 21 �` ' �� ELEV WATER < 1 GAS PROPOSED GAS LINE U.20 W EXISTING WATER LINE MAP 226 -`�'� 21 x2'\ti 1_-` -- LOT 179 WATER LINE TO BE PERC RATE _ a' TP 3 W W-- PROPOSED WATER LINE ;. %21x2' N 20X5 / / r REROUTED TO PROPOSED / DWELLING INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE DEPTH OF PERC =_ EXISTING CESSPOOL 21 ` TEXTURAL CLASS: \ � � SIDEWALL CAPACITY _ 1 +� % TEST PIT LOCATION (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY (25.0' + 12.83') ( 2 ) ("2' 0.74 GPD/S.F. _ } i ) 112.0 GAL/DAY ! vE O O O PROPOSED 1 500 GAL 0 f 21 20 GALLON SEPTIC TANK BOTTOM CAPACITY Fill PROPOSED SEE GALLON 12" �, P USH \ 5" 20.78' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE SEPTIC TANK "'!7NCRET �'Q (TYP) (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY A Loamy Sand PATI!' TP 2 CD `. \ (25.0'x 12.83') (0,74 GPD/S.F.) = 237.4 GAL/DAY 10Yr 3/2 ❑ PROPOSED DISTRIBUTION BOX 21x9' �' 22 x1�.,�„✓ \` 10" 20.37' 'o o PROPOSED 500 GALLON LEACHING CHAMBER PROPOSED D-BOX -..'�� �.,...- � m.�--.'''".•-" ' � 0, � � -'. cB/DH `ti TOTALS: B Loamy Sand 10Yr 5l6 TP 1 �,,�- TOTAL NUMBER OF CHAMBERS 2 RE DATE BY APP'D. DESCRIPTI PROPOSED TWO (2) 500 GALLON 21x9' ./'� �- ON H-10 LEACHING CHAMBERS W/ TOTAL LEACHING AREA 472.2 SQ.FT. SURROUNDING AGGREGATE 226 ,�''' '� TOTAL LEACHING CAPACITY 349.4 GAL./DAY 38 18.03' �tµof PROPOSED SITE PLAN #25 PREPARED FOR: 'o ! 10'W EXISTING �� CH JR.ym .., s�4 2-BEDROOM , TINA CHISARI DWELLING � ���.� G ,. 'TOPS '"�� , C Med-Coarse Sand i LOCATED AT 25Y 6/6 PROPOSED INSPECTION PORT -� -� �-REMOVE ALL UNSUITABLE MATERIAL DOWN TO MAP 226 i 25 IRVING STREET CB/DH : LOT 122 5110 CENTERVILLE, MA 02632 "C° SOIL & REPLACE wi CLEAN COARSE SAND PER 310 CMR 255(3). CONTRACTOR TO FILL -� VOID WITHIN EX HOUSE FOOTPRINT Wt CLEAN 132" L 10 20' ' SCALE: 1 INCH = 10 FT. DATE: MAY 16, 2017 ````,,ki�i,� 0 5 10 20 40 FEET COARSE SAND TO EL.=18.40' No Standing, Weeping or Mottling Observed � c,` PREPARED BY: RESERVED FOR BOARD OF HEALTH USE ` ''� JC ENGINEERING, INC. 1. SITE PLAN ��J> "NflIo6sR 2854 CRANBERRY HIGHWAY SCALE: 1"= 10' !��,���, EAST WAREHAM, MA 02538 508.273.0377 i i �/'� Drawn By BJW Designed By:BJW Checked By. MCP JOB No. 3694