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HomeMy WebLinkAbout0132 BACON ROAD - Health 132 Bacon Road Hyannis A= 309-038 I, i EEME D No.63CR y UPC 17743 SaaYt��.�.'(yl Yy��"ry�y��16�L'6 1i� �JIi 2 � "uI v 41 I J z i 1 F 1 L Jr- TOWN OF BARNSTABLE E 11-OCATION J 3 8,41cybl /20A�l SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. Sd�- 20-�738 ose lsgr�ros' SEPTIC TANK CAPACITY p LEACHING FACILITY:(type) /j �bIY/��>'rr4T4�S (size) - .2-5 x 0 ,.- NO.OF BEDROOMS OWNER PERMIT DATE: 9 -/7-0$ COMPLIANCE DATE: J 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 !�!�l.L r1,�i 6u�p�s Rom �� S �b 3S � , 30, . o � i S �`' e I `�IK. ( � L� � r ti �;� _ � _ , _ _ a, � r _ ., ��v ., . _r_ _� - __ , . �.: - �. 01C_ � A No. . Gam. �' 3 I f� C 3t. F'ee l a 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIPPlication for Oi5po5a[ *pgtem (Con5trUction Vermit Application for a Permit to Construct( ) Repair(4;.)—Upgrade(4)rAbandon( ) ElComplete System ❑Individual Components Location Address or Lot No.13 2 6.ICON Owner's Name,Addre�ss,�nd Tel.No. Assessor'sMap/Parcel Installer's Name,Address,and Tel.No. ' D � esig vir ner%s Name Address and T 1. o. /�Hy«����i�y � c ce Type of Building: Dwelling No.of Bedrooms Z Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.req fired) .7 0 gpd Design flow provided 3 3 S. "I gpd Plan Date Number of sheets 'Z Revision Date Title Size of Septic Tank / <0 ,6 Type of S.A.S. r Description of Soil Nature of Repairs or Alterations(Answer when applicable) ro g r,411 1'ra"" Gil . ,"WrlG 7;4" C d-/3oX s wi r.4 &o Date last inspected: r 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 Health. Signed Date Application Approved by Date �—o, 1 0(5 Application Disapproved by: Date for the following reasons Permit No. C-0 0 A 3 5 l Date Issued 7^ 09 VN Fee �. THE COMMONWEALTH OF MASSACHUSETTSEntered in computer: °'rPUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Tigpogar 6p.5tem Cow5truction 3permtt Application for a Permit to Construct( ) Repair(,'x Upgrade(Abandon O ❑Complete System ❑Individual Components • a Location Address or Lot No./3 2 6/4 e ao /e'. Owner's , Name Add r ss.and Tel No. "Z. * �J,ar,`oss J4fdcv- Assessor's Map/Parcel In'staller's Name,Address,and Tel'W01 Designer's Name,Address and el.No. S� �Jos�pd, Cis C�forry ( �d�_ vvr�c lor1>sr'41,,i ANW, Type'of Building: " Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other, <:,, Type of Building `` No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(m n re fired 2 2 � ��'. gpd Design flow provided 3 "�y gpd Plan Date r y� Number of sheets Z Revision Date Title` Size of�Septic Tank:. / Q ® Type of S.A.S. 3 12ti�.+S rl 1 �•,1= L-12A"Tv,e-� Description of Soil r r ' t Nature of Repairs'or Alterations(Answer when applicable) 3 �aevs oFg'faiFi� ?oo.a a Xry 1ri,w rpr5 ey/ r4 Ala Srae7�° Date last inspected: ' Agregment:_ lc�li. 5 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 Health. . Signed Date Application Approved by Date As Application Disapproved by: "I Date > for the following,,reasons Permit No� e-0 0 F, -' �j Date Issued ':3F-/ 7^ O, THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS K Certtficate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (4 -) Upgraded (� Abandonged( )by �/�se64Li ae- ��19!'`'U.S at /32 PoG Jo A7.9 4,--i daoAioj/.S' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.20 a 5- ?6( dated - I - 05. Installer��A�4 Oe /3�gf^rU�S Designer rl .te/^lz" G!,/vi-k , #bedrooms ,Z Approved design flow �, gpd The issuance of thi e t s�hal nob construed as a guara"ntee that the system w I M ction as d/esig ed. U Date Inspector (, -•- --------�e-- -------------!--------``�----- - No. 20o� ^JS Fee THE COMMONWEALTH OF MASSACHUSETTS f PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS f '=igpo2;aY *pgtem Con5tructiott vermtt Permission is hereby granted to Construct ( e ) Repair (A—) Upgrade (4.-) Abandon ( ) System located at /5'.1 dj4caw 4Uwe N�,darv/i.s- and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Const tion 7ust be completed within three years of the date of this pe 'it. Date 1 d Approved by t r - e j r - Town of Barnstable i Regulatory Services .` Thomas F. Geiler,Director r for : Public Health Division Thomas McKean Director 200 Main Street, Hyannis,MA 02601 Office: 508-962-4644 Fax: 508-790-6304 Date:-AJ 21 OQ` Sewage Permit# pd g- _ Assessor's Map/Parcel 3�I8 Installer&Designer Certification Form 7e+ie r-. M c r-54 re F. Designer. �a� gg:�.^ ,. �5 c. esvc. --.—�.-9-� ��!�' :,�d�S Installer: Address: E2 Vy . (fM S 5 '4-- J C 1Zd Address: 1 CO- l{- rwas f- do do I MA oZ(c Lly Wtk.si R*CfzL* On T -17— 09 zz:sl�cl.S &.60"L was issued a permit to install a (date)— (installer) septic system at I?Z 1P,?-ca-cz-v (Ze g,� based on a design drawn by (address) 7� 2✓1. LH-�f{ nJC• dated, (designer) 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. Stripout (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 re f any component of the septic system) but in accordance with State&Localio revision or certified as-built by designer to follow. Stripout(if requ' d the soils were found satisfactory. o PETER T. McENTEE CIVIL No. 35109 (Installer's Signature) IONAL tPbsigner9sSignature) (Affix Designer's Stamp Here) PLEASE:RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. QMIMCATE OF COMPLIANCE WILL NOT BE` ISSUED UNTIL BOTH T EIIS' FORM AND AS- BUILT`CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANKYOU. gAoffrce fonnAdesignercertification form doc _ LEGEND ., PUS Rp � 98 EXISTING CONTOUR IN _ x 100,98 EXISTING SPOT GRADE ® o i CHESTNUT sT TEST PIT i °I LOCUS CHERRY ST BENCHMARK• o . . Ui c �8 EXISTING CESSPOOL(APPROX.) CONTRACTOR SHALL LOCATE, PUMP yam, FILL WITH SAND AND ABANDON. PROPOSED S.A.S. HIGH CAPIACITY INFILTRATORS �0d ABUT 3 ROWS OF 5 UNITS f GARAGE .{ EXTENDED W/1' STONE U� S 29°4510 E _4111 A r"gg?� x l.P/'fnd LOCUS MAP g 100 00 �� n r NOT TO SCALE / kurmugriuo-�,umµrraxrti.n�inlrp Aa+.a�m�(' c +' ,IIIS ✓ 5 2.3' r : TI 7I---r--- Paved - GEN ERAL NOTES:Sarae Ln g PROP�I Drive PROVIDE 40 MIL POLY LINER ALL CHANGES TO THIS PLAN MUST BE APPROVED BY. THE LOCAL BETWEEN S.A.S. & CELLAR WALL BOARD OF HEALTH AND THE DESIGN ENGINEER. 5 � U 000 SET"BETWEEN EL. 97.0 TO 95.5 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS- 2A �,; [ , patio -' -- PROPOSED SEPTIC TANK OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE conc. patio r ,. LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: gB�A WJ r ! O Irp' -310 CMR 15.405(1)(b): p Benchmark sef g. 1) A 5' variance, S.A.S. to slab (garage), for a 5' setback. �t.� n ll ,, , a ,a,, x g To of brick at outside p 2 A 3' variance, S.A.S. to cellar wall, for a 17' setback. ,• g9 SEWER OUTLET ) ,i' 99,00 coiner of window well I EL'=100.00 (Assumed) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR (� / f TO INSPECTION AND APPROVAL BY THE BOARD OF'HEALTH AND THE cl, O iEx1S J a DESIGN ENGINEER ro TING,, I' 4. THERE ARE NO WELLS LOCATED WITHIN 150' OF THE PROPOSED S.A.S. .i ,'HOUSE (#132)f .' ,1 p d 5. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING a !; /f • f / / , o s; FROM THOSE SHOWN HEREON SHALL BE "REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. ro i f ," gy93 3 6. ALL ELEVATIONS BASED ON ASSUMED DATUM. 7. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 1UU HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 8. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. [� 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED �+ y TO A CONDITION AGREED UPON BETWEEN' OWNER AND`CONTRACTOR. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOtS B & 64 THE LOCATION OF ALL UNDERGROUND UTILITIES,.PRIOR TOBEGINNLNG 9,914 S.F. U ",i� CONSTRUCTION. �\� Map J09 > 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 1P �JParce/ 38 v - IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. I AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310,CMR 255(3).. 12. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED BURIED cep 'sz2, moo. -. 80.00' g.2a �` SEPTIC: SYSTEM COMPONENTS THAT MAY EXIST ON THE PROPERTY. -Cg�Seol� 980 Sidewalk 13. SUBJECT SITE DOES NOT LIE WITHIN A STATE -REGULATED ZONE II. gg1A •X------ Edge of pavement/curb g7 6� xU—� .fi�=- �� pF MA�,S9�yG o PETER T. ✓ PROPOSED SEPTIC SYSTEM UPGRADE PLAN • M ENTEE c BACON ROAD ry CIVIL 132 BACON ROAD, HYANNIS, MA F o. 35109 Prepared for: Marion Alder, 132 Bacon Road, Hyannis, MA 02601 /SjF��© �� Engineering by: SCALE DRAWN JOB. NO. x cFss 0'A ��� Engineering Works 1"=20' P.T.M. 220—08 Zg a6 (c� 12 West Crossfield Road,. F'orestdole, MA 02644 DATE. CHECKED SHEET NO. V"bY (508) 477-5313 9/4/08 P.T.M. 1 of 2 i u SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL INSPECTION PORT OVER ONE OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ROW (MIN.) AND SET TO 3' OF F.G. EXISTING 3/4"-1 1/2" F.G. EL: 99.8(MAX.) (3) 5" DIA.OUTLETS F.G. EL.=99.4t f.G. EL: 99.2t DOUBLE +HASHED 15.5" I'i 1 �2" STONE AV 00 L 10 L = 30' L - 8'(MAX) APPROVED(FILTER FABRIC D S=2% (MIN.) OVER STONE ONLY __ 4"SCH40 PVC C�9 S-1% (MIN.) Q S=1% (MIN.) - � O � 12" 6" s 15.5' 4 SCH4p PVC 4'SCH4p PVC i 8' 10' jFL'E 11 EFF. 6„ INV.=97.25 as" uqulD DEPTH T :' LEVELINV.=97.00 p T PROPOSED INV.=96.50 1' 4 ROWS OF 5 UNITS AT 6.25'/UNIT = 31.3' GAS BAF OVERALL LENGTH = 32.3' H- 10 LOADING 2' NV.=96.67 1Nv.=9s.42 SOIL ABSORPTION .SYSTEM (PROFILES R �/ PROPOSED 1500 SEPTIC TANK ` D``-'O RESTORE VEGETATIVE COVER N.T.S. PROVIDE SEWER OUTLET AT BACKFILL WITH CLEAN PERC SAND HOUSE, INV.=97.45(MINIMUM) TO TOP OF CHAMBERS - (EXISTING OUTLET, INV.=98.58) RE-DIRECT INTERIOR PLUMBING SO THAT ALL BREAKOUT=TOP TOP ELEV.=96.83 SEWAGE EXITS BUILDING AT LOCATION SHOWN INV. ELEV.=96.42 BOTTOM ELEV.=95.50 iu II dull®II NOTES: 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 2 83' O U O O U U rf000 0 0 U O O TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN, ABOVE BOTTOM OF - n n o 0 o n o 0 0 0.0 0 0 3 - T.P. EXCAVATION OR G.W. EFFECTIVE.WIDTH=8.5' n o 0 0 0 0 0 0 0 o 0 0 0 0 10 (:MR 15.221(2), EXISTING SUITABLE 2) INSTALL INLET & OUTLET TEES AS REQUIRED. I 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO GROUNDWATER, EL.=88,9 MATERIAL 28"� �- 28„ _I AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 3 ROWS OF 5-HIGH CAPACITY INFILTRATOR CHAMBERS �I 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SHALL BE 36", TYPICAL SECTION Closed End Plate Olen End Plate SEPTIC SYSTEM PROFILE NJA CONTRACTOR SHALL PERFORATE INLET END PLATE N.T.S. ¢1 L 1 � . .... G SOIL LOG z f // DATE: AUGUST 21, 2008 , / , ffj ] # 76 / / . 4 (REF. P#12,313) NUMBER OF BEDROOMS: 2 BEDROOMS // / / / f f / / ' SOIL EVALUATOR: PETER McENTEE PE f %j DESIGN CRITERIA WITNESS: DONNA MIORANDI IRS � SOIL TEXTURAL CLASS: CLASS I / HEALTH AGENT _II_ 75„ J4. �1f J DESIGN PERCOLATION RATE: <2 MIN/IN /;'` %;EXISTING / f� r DAILY FLOW: 220 G.P.D. '',HOUSE (#132),�i' ELEV• TP-1 DEPTH ELEV. TP-2 DEPTH 7.25' • DESIGN FLOW: 330 G.P.D. / { /, f, 99.4 A 99.4 A Side View End View SANDY LOAM SANDY LOAM GARBAGE GRINDER: NO ;' � f '�-� � ! 1DYR 3/2 10YR 3/2 / / t / 6^ 98.9 6" EXISTING SEPTIC TANK: 1500 .GAL. CAPACITY B HIGH CAPACITY INFILTRATORS, H-20 LOADING ,, � ,.nw,armrawu�of j` SANDY LOAM SANDY LOAM LEACHING AREA REQUIRED: (330) = 445.9 S.F. 10YR 5/8 10YR 5/8 .74 95�9 42" 95.9 42» DISTRIBUTION BOX: 3 OUTLETS (MINIMUM) ° C1 C1 INFILTRATOR CHAMBERS USE 3 ROWS OF 5 HIGH CAPACITY INFILTRATOR H-20 UNITS WITH 'AD; >> 2.5Y 6/4D F-M SAND NO STONE AND EXTENED BY 1 FT WITH STONE 8.5' x 32.3' o sr- 5 >2p% GRAVEL 2.5Y s/a N.T.S. ( ) M � ./ ` � PERC >20% GRAVEL SIDEWALL AREA: NOT APPLICABLE ---- ---- - ^ , ,, GZ G2 PROPOSED SEPTIC SYSTEM UPGRADE PLAN BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR) POSED S.A.S. ^ 93.9 72" 93.9 7z" (INFILTRATORS) 15 UNITS x 6.25 LF x 4.72 SF/LF = 442.5 SF 39,7 �`^ 32 BACON ROAD, HYAN N IS MA (STONE) ._.•••_.•.•..............................1' x 8.5' = 8.5 SF ------------ - MED. SAIVU MED. SAND TOTAL AREA = 451.0 SF - �-32.3 I 2.5Y 7/3 2.5Y 7/3 Prepared for; Marion Alder, 132 Bacon Road, Hyannis, MA 02601 DESIGN FLOW PROVIDED: 0.74(451.0 S.F.) = 333.74 G.P.D. -----37.3---------..I Engineering by: SCALE DRAWN JOB. NO. 88.9 1 132" 88.9 132" NTS P.T.M. 220-08 HIGH CAPACITY ADS BIODIFFUSORS MAY BE SUBSTITUTED: Engineering Works ( ) S.A.S. LAYOUT 'PERC RATE <2 MIN/IN. ("Cl/CZ HORIZONS) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. AREA=440.6 S.F.+ 8.5 S.F.=449.1 S.F., CAPACITY=0.74 449.1 =332.3 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 9/4/08 P.T.M. 2 Of 2 s_ i ' I Lr Az F L. G C � . O J. I r 1 /_ � �(�a� ��1�(�l I � 7� � � ��� i l w