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HomeMy WebLinkAbout1575 IYANNOUGH ROAD/RTE 28 - Health 1575 Iyannough Road Hyannis A =253 -019 i No. c 00 Fee 156 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: - Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9pplitation for Nspo8al *pstem Construttion Permit Application for a Permit to Construct e Repair( ) Upgrade( ) Abandon( ) Pomplete System, ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �'3 .- / A 61 4/4 ,4/ r-: o ;jEa v/L. Installer's Name,Address,and'TT.,Np ck, (' Desi ner's Name,Address,and Tel.No. (�,c �d l a, tC 1�.� U14'Vc7 D Type of Building: C�, Q /19 4V J-A a/ k Dwelling No.of Bedrooms - Lot Size _ ,k_sq.ft. Garbage Grinder Other Type of Building /C o< / f No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �� 2 '� gpd Design flow provided L; gpd —� Plan Date . 6 y Number of sheets / Revision Date Title `' r Z G( e-A /!J 0 2 .0 j!c/��/C eat- Sizeof Septic Tank „Z, C9 Type of S.A.S. 0,4- d,/L z%y'E G,/f,�JY fl, e1 S Description of Soil a`�Ac 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 on7site sewage disposal system in accordance with the provisions of Title 5 of the Environme al Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health S' e Date lZ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. —�� Date Issued ('ji , Y d ✓� �. —...T.w�,�3f �" �� ,;rya$ ,�'.v� ' -.. er��la.,c` # � f� No. ! A I�h": i y►,;i *!I Fee 15 `^'" THE COMMONWEALTH OF MASSACHUSETTS Entered;ncomputer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes P 9pplicatioft for IstlosaY' pBtEYn Construction Permit Application for a Permit to Construct( Repair( -) Upgrade( ) Abandon( ) [�Complete System ❑Individual Components s :r^ Location Address or Lot No. s rOwner's Name,Address,and Tel.No. Assessor's Map/Parcel x /."_.spa .. J r1 f �A �P 4/,i IYof, S'Y• 1,S'.T'� Y/h Installer's Name Address,and Tel.No. Designer s Name Address and Tel.No. Type of Building: G D id W41 r A G Dwelling No.of Bedrooms Lot Size 162 T #.,4 sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date 6 2 Q —f Number of sheets,_<- — Revision Date Title ,r/ L C.. al,G i o,�::�.1 0r�- Size of Septic Tank ,ol, C9 w:�—Type of SSA Description of Soil v � Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: t 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 ode and l\\t-pl the`s�ys4 T opera n l a Certificate of Compliance has been issued by this Board of Health.< 99 t -0 M / , Rgned .... r' t . ~. rr J �;,2 Date %' .J/ ai Application Approved by ( a, �R Date Application Disapproved by € ��° 1 Date .r� for the following reasons r ( ( �..;.•c.,.r r f f4 Permit No. _� / -`"` � ..Date Issued I. _._... ------- — — — -- -- -- -- — --- THE COMMONWEAL H TH OF'MASSACUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance c.. ' ,.. THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) j Abandoned( )by at [ Py as been constructed in accordance ,,ll with the provisions of Title 5 and the/for Disposal�ystem Construction Permit No. ��Z r - dated Installer Designer #bedrooms Approved design flow— �, gpd The issuance of this permit shall not be construed as a guarantee that the s stem will function�d�te3P g Y � Date ( (�"�,, Ins ector ------- ---------------------------- ---- - - - P ------ ----------------------- --- --- --- ---- - ---- ---- - - --- ----- --- 57o \ No. a Feet /° 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 C /"� /i I and as.described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with I 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 „-33 l Approved byi Town of Barnstable Regulatory Services Richard V. Scali, Interim Director MANSTABM MASS* ��g 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: 0 9/18/18 Sewage Permit#P—©l7-266 Assessor's Map\Parcel 2 5 3\19B,19T Designer: BSC Group Installer• Bevilacqua Construction Corp. Address: 349 Route 28, Unit D Address: 152 Kiahs Way West Yarmouth, MA, 02673 Sandich, MA, 02563 On 2e lk L 40 JA ri n 5, was issued a permit to install a (date) (installer) septic system at 1575 Iyannough Road, Hyannis based on a design drawn by (address) Brian G. Yergatian, PE dated June 22, 2016 (designer) 0 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 compliance with the terms f the I\A approval letters (if applicable) �NOFM4 N G• `t**'* ER 71AN ti (Installer's Signature) 0 c1vlL A` 9 No.46206�� 90 FGigttiQ' ��4.' � v FSSIO N At (Designer igna ure) (Affix Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE zi 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.doc 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. I 60'-0" 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY 23'-011 18'-61l ALL DIMENSIONS PRIOR TO', CONSTRUCTION. CONTRACTOR 1_ n u 31_ n n 31_i1u a 3'-2" 11 3'-2n ASSUMES RESPONSIBILITY FOR 3 0 2 ANY MISSING OR INCORRECT ' 6'-0" 20'-011 DIMENSIONS NOT BROUGHT TO GUSTO CUSTOM CUSTOM CUSTOh'I THE ATTENTION OF THE DESIGNER. m Tw34410 Tw34410 GENERAL NOTES TW34410 TW34410 2570 _ j! � — , 3070 1 t I I I II 3070 I I I I I I II TW34410 I j I I I I i I „ 2n I I I I I I i I TW3 410 i 4 1 I 1 I II 3070 _ b o o - -N TW 4410 TW 4410 m 8 cv f NO. REVISION DATE ` COPYRIGHT UNISEX —gyp I 1 Q NORTHSIDE HEREBY EXPRESSLY RESERVES I I ITS COMMON LAW COPYRIGHT.THESES H.C. AT O m I I r O PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR m = a SCHINDLER 330A ELEVATOR I I MANNER WHATSOEVER WITHOUT FIRST / X OBTAINING THE EXPRESS WRITTEN 3 cn s 2500# CAP: PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. r , e BUILDER. `A STORAGE BELOW 51-qn a p I I I I ( 1 O : V2001I , L I y I - „ a DESIGNER. 0 0, m I _ NORTHSIDE UNIT #2 I I DESIGN II UNIT #1 Lo 1677 sq. ft. 1282 s ft. +-w ASSOCIATES q I z> Lu LINE I p� ' DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN IOQ * i I 141 MAIN STREET YARMOUTHPORT MA 02675 i I I p (508)362-2210 (508)362-9802 I NORTHSIDEDESIGN.COM I - northsidel@comcast.net I � � TR T i I S UC URAL ENGINEER: I I � . o i Philbrook Engineering 9 9 3 o STAMP: COMMON AREA co - o Tw 4410 Tw 4410 821 sq. ft. 3070 307 TW34410 TW3 410 PROJECT PROPOSED 0 m COMMERCIAL BUILDING TW3 410 TW3 410 L I TW 4410 TW 4410 t I 1575 IYANNOUGH ROAD 1. 11 '.: 11. I ---- -------------- ---� : 1- ,, _ ,_ 7 11 1_ ,1: 1_ 0 ,- „ .'- 11 4 -7 8 -7 — — — 8 7 4 7 2 8 q o q o 5 4 HYANNIS, MA. 181_611 23'-011 18'-6" TITLE : FIRST FLOOR 61_ply 60'-O" 6"-O" 20'-0" PLAN SCALE: 1/4"=V-0" On I j PROPOSED AREA 0 1 2 4 8 Ist FLOOR AREA 3780 5Q. FT 2nd FLOOR AREA 3226 SQ. FT. PROJECT#: SHEET 16-25 A.2 - DATE: OF 2/7/17 5 t 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. S TW210410 TW210410 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT TW34410 TW34410 TW34410 TW34410 DIMENSIONS NOT BROUGHT TO 2670` THE ATTENTION OF THE DESIGNER. Co GENERALNOTES 3070 TW34410 TW34410 3070 3070 I 7 _ I I o 30 0 I 1 — mCo 3 , NO. REVISION DATE COPYRIGHT m NORTHSIDE HEREBY EXPRESSLY RESERVES — I ITS COMMON LAW COPYRIGHT.THESES m PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN 5'-q° O � PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. BUILDER: 3070 O fn 3070 m t- , UNIT #4 _ UN IT #3 1076 s` ft. 76 s . ft. ` q '� q 0 3070 DESIGNER. _ NORTHSIDE DESIGN ASSOCIATES n 0) DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET*YARMOUTHPORT*MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM O ` O northside1@comcast.net V' rt1 — 3` �- STRUCTURAL ENGINEER: Philbrook 3070 3 Engineering STAMP: TW34410 TW34410 COMMON AREA 1074 sq. ft. o I TW3 10 TW3 410 TW210410 TW210410 TW34410 TW34410 PROJECT : PROPOSED 4'-7" 8'-7N a'-7" 4'-7" COMMERCIAL 6 _0 60�-0° 6'-o BUILDING 1.575 IYANNOUGH ROAD HYANNIS, MA. TITLE SECOND FLOOR PLAN SCALE: 1/4"=1'-0" 0 1 2 4 8 PROJECT#: SHEET 16-25 A- 3 DATE: OF 2/7/17 5 1. ALL EXTERIOR WALLS SHALL BE 2X6 .@ 16 O C. UNLESS OTHERWISE NOTED. 2. ALL INT ERIOR WALLS SHALL BE 2X4 @ 16 O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR O SHALL VERIFY ALL WINDOW ROUGH OPENING S - PRIO R TO ORDERING WINDOWS. 4. CONTRAC TOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTIO N OF THE DESIGNER. GENERAL NOTES . ❑ 0 NO. REVIS ION ON DATE COPYRIGHT CONC. SLAB FLOOR /� p NORTHSIDE HEREBY EXPRESSLY RESERVES CONC. LAB FLOOR ITS COMMON LAW COPYRIGHT.THESES PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR . ELEVATOR a ; MANNE R WHATSOEVER WITHOUT FIRST , MACHINE ROOM OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. S VERIFYSIZE ZE w%MANU F. 'SPECS BUILDER: 7 CLR. CLG. NGT. m y 3068 ; r FIRE RATED DOOR DESIGNER : NORTH ID _ n S E DESI GN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET YARMOUTHPORT MA 02675 BASEMENT (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL EN GINEER: _ Phi Ibrook Engineering o STAMP: I PROJECT : PROPOSED E COMMERC IAL IAL BUILDING 1575 IYANNOUGH ROAD HYANNIS MA. Tr TITLE BASEM ENT PLAN F 1/4"=1'-011 4 8 PROJECT#: SHEET A. 1 16-25 DATE: OF 2/7/17 5 5- DIA. KNOCKOUT (TYP.) a. SOIL TEST PIT DATA DESIGN CALCULATIONS 1-1/2" TAPER "NI NOT TO SCALE FLOW 7 T 7. 77 7 DESIGN LOQU NOIE 4, ONSITE SOIL EVALUATION TEST PIT TP-3 TEST PIT TP-4 TEST PIT TP-5 =1=1 Mm 1­1 M 1=1=1 TEST PIT TP-1 TEST PIT TP-2 7,016 S.F. OFFICE SPACE 0 75 GPD/1.000 S.F. 527 GPD M 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. GRD. EL 56.7 GRD. EL 56.6 GRD. EL 55.8 e GRD. EL 55.7 GRD. EL 47.2 M=I MMM 1:3M ED= REQUIRED SEPTIcTANK 2. CHAMBERS SHALL BE 500 GALLON DATE: MARCH 25, 2016 A" SHGW,EL N/A SHGW EL N LA SHGW EL N/A SHGW EL N/A SHGW EL 37.2 MM MMEZ3 M M MM LEACHING DRYWELI. MANUFACTURED TEST BY: BSC GROUP, INC. MULTI-COMPARTMENT TANK MM mm mmm mm =1 M BY SHOREY OR APPROVED EQUAL WITNESSED BY. DAVE STANTON, R.S., -71 ==M M I= 17--1 M 527 GPD XI Mm r 00% 5 7 GALLONS (MIN. 2ND COMPARTMENT) LIEU OF DOUB WASHED STONE. LICENSED SOIL EVALUATOR: KIERAN J. HEALY, SE#13589 USE 2.000 GALLON SEPTIC TANK PERCOLATION RATE: < 2 MINS./INCH 80-6" X SIZE OF REQUIRED LEACHING FACILITY SOIL CLASS: CLASS 1 . FILL FILL FILL FILL LT.A.R'.: 0.74 GPD/S.F. FRONT VIEW DESIGN PERC. RATE. <2 MIN/INCH FILL LONG TERM APPL RATE. 0.74 GPD/SF KIERAN J. H EALY PASSED THE MASS DEP SOIL EVALUATOR EXAMINATION IN JUNE 2012. 527 GPD + 0.74 GPD/SF 712.2 SF 20" ACCESS COVER 4N PERFORATED PVC IN 3 INCHES LOCUS MAPN, S17F OF LEACHING FACILITY PROVIDED TO VATH W/SCREW CAP TO EXTEND OF FINISH GRADE NOT M SCALE EL 53.5 EL 53.4 38* EL 52.5 -39w EL 52.4 39" LEGEND USE (4) 500 GALLON CONCRETE LEACHING CHAMBERS IN TRENCH DOWN M NATURAL LOAM AND SEED SUBGRADE ALL DISTURBED AREAS CONFIGURATION WITH 4' STONE ON SIDES AND 3' ON ENDS. C C C C EL. 39.2 96" 777 7 774777777777 COARSE SAND COARSE SAND C BOTTOM AREA: 40' X 12.83' 513.2 S.F. COARSE SAND COARSE SAND EL 50. UNSUITABLE OF AJ484P 9 'A 59 COARSE SAND -,A MATERIALS SIDEWALL AREk- 2 X (2 X (40' + 12.83')) 211.3 S.F. . HDPE 12-36" COVER EL 52.0 10/20% GRAVEL 51r, 10/20X GRAVEL 10/20X GRAVEL 10/20X GRAVEL v r EFFECTIVE LEACHING AREA = 724.5 S.F. RISER 10YR 5/6 10YR 5/6 1 OYR 5/6 10YR 5/6 10/20X (TO BE REMOVED) G GRAVEL/COBBLES 2- LAYER OF 1/8- M BRIAN IA 1 OYR 5/6 724.5 S.F. X 0.74 GPD/S.F. an 536 GPD (INSTALLED CAPACITY) -1 YERG 1/2w DOUBLE WASHED 0 Cn M 17-1 M M STONE ABOVE CROWN CIVIL 536 GPD > 527 GPD (9 GPD RESERVE CAPACITY PROVIDED) NO NO NO NO NO PERCOLATION No.46206 GROUNDWATER GROUNDWATER GROUNDWATER GROUNDWATER TEST RANGE -71 OF PIPE GROUNDWATER r r -P a ov� R, 34" 2410 0 1 v OBSERVED ST OBSERVED OBSERVED v 120r EL 45.8 OBSERVED. �'120" EL 45.7 OBSERVED 2 12W 1­1 17-71 1:3 1:3 M es EL 46.7 L 120' EL 46.6 120* EL 37. EFFECTIVE 31e TO 1-1/2- S/0NALL ESTIMATED DEPTH DOUBLE WASHED v STONE TO CROWN SEASONAL HIGH SCHEDULE OF ELEVATIONS GROUNDWATER OF PIPE 12'-0 TOP OF FOUNDATION 54.75 A 4 -1 0" ==F REMOVABLE 6" MAX. 4" INVERT AT BUILDING 52.60 8 12'-10* 4" INVERT AT SEP11C TANK (IN) 52.35 C COVER.1 r-------- 4- INVERT AT SEPTIC.TANK (OUT) =,M D SIDE VIEW BRIAN G. YERGATIAN DATE 4N INVERT AT DIST. BOX (IN) 51.50 G PROFESSIONAL ENGINEER 4N INVERT AT DIST. BOX (OUT) MU H HDPE RISER ELEVATIONS AT LEACHING FACILITY- 500 GALLON CONCRETE LEACHING CHAMBER 6#-6" 2N 3" 21" 4" INV. AT LEACHING CHAMBERS n= J (BREAKOUT 52.0) NOT TO SCALE COMPARTMENT COMPARTM WALLS F BOTTOM OF LEACHING CHAMBERS 49.20 K (1,391 GAL) (6228 f ESTIMATED SEASONAL HIGH GROUNDWATER 37.20 L -------U---- I RAISE INLET AND OUTLET COVERS M COMMERCIAL VATHIN 60 OF FINISHED GRADE. . THE -9-1/2- (5 RISERS SHALL BE 180 HDPE. 5* DIA 7*-90 S-6' KNOCKOUTS REDEVELOPMENT 00 CONC. COVEI? 11-1/2" PLAN VIEW 6" MAX. A L L LOCUS INFORMATION 2--j 4a�B79M�O I OTTOM IF N_LE�VEL MINIMUM STABLE BASE 6 PLAN VIEW 4" 3/4- TO 1--�1/2- CURRENT OWNER: SILVIA FLOYD J. TR. OVERLAY DISTRICT: RESOURCE PROTECTION, WP 1575 IYANNOUGH ROAD CRUSHED STONE F . SECTION MEW NO TITLE REFERENCE: BOOK 23358, PAGE 25 NITROGEN SENSITIVE AREA: NO IN 1. SEPTIC TANK SHALL BE STEEL v 10 PLAN REFERENCE: BOOK 628, PAGE 66 FEMA CLASSIFICAMN: ZONE X REINFORCED CONCRETE. NOTES HYANNIS 2. SEPTIC TANK SHALL BE CAPABLE MAP NO. 25001CO562J OF VATHSTANDING H-10 LOADING. 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR ASSESSORS MAP: 253 DATED JULY 16, 2014 3. ALL PIPE CONNECTIONS AND 4' MIN. 59-8" IN PUMPED SYSTEM. MASSACHUSETrS PARCEL' 19B, 19T MHB CONCRETE CONSTRUCTION " TEE W/GAS ll� 1 103,938± S.F. SHALL BE WATERTIGHT. 4*-7" TEE LIQUID FIRST TWO FEET OF PIPE OUT OF DIST. BOX M BE LAID LEVEL EXISTING LOT SIZE: FND 4. TEES SHALL BE SCH. 40 PVC AND UNDER DEPTH BAFFLE 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. ZONING DISTRICT: HB, RD-1 (BARNSTABLE COUNTY) COVER (TYP-) 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. SHALL BE LOCATED WITHIN 12" OF 4 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. TANK WALL AND ACCESSIBLE FROM 3" 3" TANK COVER. F 5. FILL ALL UNUSED KNOCKOUTS WITH BENCH MARK: 7-f 57- TOP-Of MH8 HYDRAULIC CEMENT. ELEV.x­57.20 (NAVD --SEPTIC PlAN­­-_-- 6* MINIMUM 5-OUTLET DISTRIBUTION BOX. 3/4N TO 1-1/2- SECTION A SCALE: NONE 66 CRUSHED STONE- "o TOWN OF BARNSTABLE REQUIRES 6,28 AS-BUILT CERTIFICATION. SOIL JUNE 22, 2016 EVALUATOR TO INSPECT BOTTOM 2,000 GALLON SEPTIC TANK OF EXCAVATION PRIOR TO ANY NOT TO SCALE INSTALLATION AND ALSO PRIOR w#51 TO FI.NAL BACKFILLING . Cv SYSTEM PR N/F T0VVN OF BARNSTABLE cc NOT TO SCALE V"(50 N/F ASSESSORS MAP 253 SIONS: 4' SCH. 40 PVC TOWN OF BARNSTABLE PARCEL 17X-1 ASSESSORS MAP 253 L-30±� FT. NO. DATE DESC. EL.=A PARCEL 17X-4 S=0.02 TOP FOUNDATION N/F FIRST PIPE LENGTH TOWN OF BARNSTABLE M BE SET LEVEL, ASSESSORS MAP 253 EL=54.1 FOR MIN. 2' PARCEL 17X-2 4" SCH. 40 PVC i L=l 4± FT. FINISH GRADE EL=54.2-54.9 4lT/6F,,4' R61G & LEACHI FIE D T S=0.017 r R&OVAL OF "SUITABLE CON Al ING 4 GAL 40 PVC�' ILI -J, ,MATERIALS CONCR C B 4 Niz 1, 1, GUY/ )7 * SCH. 'L (L) 5 00, 12--lP 0 X ON POLE LE ACHING CHAMBER C3 C3 C3 C3 C3 C3 C3 C3 C3 9= /10 IF I=G c3 c3 r-3 c3 r-3 c3 r-3 r-3 E3 c3 0 �I=D 0 N,� J up I=xF H BENCHMARK: PO I=c IzzE 5 OUTLET /7 i 12' SEPARATION TO EDGE OF 65O`± RECORD PLAN EX. FIRE PK NAIL SET D-BOX ��31`9 6- HYI I DRANT 1 EL 57.85 (NAVD 88) SEPTIC TANK 619. 7' 5 PROP DUMPSTER EST. HIGH GROUNDWATER a ENCLOSURE v 12'-1 ON TP-5 ADED IN THE TRENCH OVER ALL PVC PIPING. MAGNETIC REFLECTIVE TAPE SHALL BE PRO% L A 1141N ---44 ed 52. Cv j / PREPARED FOR: z" GAL IE .- SILVIA & SILVIA LLC I NEW GAS SERVICE 70 GEN R NG M BE COORDINATED TP 0& ERAL NOTES C 1284A MAIN STREET WITH LOCAL PROVIDER 6 OSTERVILLE, MA 02655 w 1 THIS PLAN IS INTENDED FOR THE PERMIT71NG AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM, AND ASSOCIATED SITE WORK. � /1, 1 N 2. ALL CONSTRUC71ON METHODS AND MATERIALS SHALL CONFORM M 310 CMR 15.000 AND TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS. Ila 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED VA7HIN 15.0 FT. OF THE PROPOSED LEACHING �ACILJTY. NP Ca SINESS,G ER UNSUITABLE MATERIALS. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL. SUBSOIL AND OTH S" N FREE FROM ORGANIC MATERIAL AND DELETRIOUS UP 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SA D. PROPOSED \ OF SOIL SHALL NOT BE USED.. FILL SHALL NOt CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES DRETENTIONAREA 52.35 UP TO 45X BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST 2.728 S.F. BSC UP USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL SPECIFICATIONS: D DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING 349 Route 28, Unit D CB W. Yarmouth, Massachusetts 10OX MUST PASS f4 SIEVE EXISTING FIRE -EX. SUBSURFACE 1OX MUST PASS #50 SIEVE N 2 R 02673 HYDRANT INFILTRATION S 0-20% MUST PASS #100 SIEVE SE CE SYSTEM C 5087788919 C-%4 0-5X MUST PASS #200 SIEVE 141) - v: T/ @ 2017 BSC Group, Inc. EXISTIN '5 PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. txv4l� / I G �2 / Q: , w 6. E)USTING UTILITIES WHERE SHOWN ON THE RAINGARDEN CONTRACTOR SHALL VERIFY THE SIZE� LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES. MTHIN THE LIMIT OF WORK, PRIOR TO THE START�OF CONSTRUCTION. 40/ 9 f I ,0 Q V I*j SCALE: 1" = 40' D CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. N IF IF ANY DISCREPANCIES ARE DISCOVERED OR FIEL SILVIA, FL J. TR. ATH DIG-SAFE AND THE APPLICABLE UTILITY COMPANIES. AND 7. THE CONTRACTOR SHALL, BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES V ASSESSORS AP 253 A 0 20 40 80 FM PARCE 16 0 6� f SHALL COMPLETE THE PROPOSED WORK WTHOUT ANY INTERRUP11ONS IN SERVICE Qt,319± S.F, PLAND 3y L FILE:4893002-SP.dwg CONSTRUCTION. 9 IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 AT (SM) 344-7233, A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONTRACTOR 5,00± S.F.NVETLAND 7,549± S.f. -OTAL Cal DWG. NO: LLOWED PER 310 CMR 15.240( 212± ACREF T\TAL INSTALLATION OR USE OF A GARBAGE,GRINDER AT THIS PROPERTY IS NOT A 4). 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER SHEET S JOB. NO: 48930.02 _I 00 4 A