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HomeMy WebLinkAbout0363 RACE LANE - Health 363 Race,i-ane A = 126 094 Marstons Mills 4210113YEL 10°Io P4 ri P2 f 2- F, - TOWN OF BARNSTABLE LOCATION 3(6 1ZWGX-- LAfie' SEWAGE# 26/E< 078 `VILLAGE ft0b, k4\`-S ASSESSOR'S MAP&PARCEL 12 — Oqq INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY JDeyc, !F�c k LEACHING FACILITY:(type) 500'`5 (size) 3 3 5 X %-Z,IF 3 NO.OF BEDROOMS OWNER Cam. PERMIT DATE: 3 I if3 I GOMPLIANCEDATE: 5 (7 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 J 3 ce- l e-ve No. /U r Y Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE.,MASSACHUSETTS Zipphratton for Miopooar *Votem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ,S a2�- Owner's Name,Address aa9�dd��Tel.No. (�a u C. S (AN 4c, � !?j urt7e r C'®�r�' Assessor's Map/Parcel 1�9(. — Q Inst is ale Addre ,and Te No. �� '�d 7 �7 1 Designer's Name, ddress and Tel.NR �G��CI�S�r� �o�( // r �}eStc3S•�GUo k�s �� �o .i�A S R r— 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 'Y Y gallons per day. Calculated daily flow _Y� gallons. Plan Date E2 -� '/ 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 mai tenance of the afore described on-site sewage disposal system in accordance with the provisions Environment Code and not to place the system in operation until a Certi - cate of Compliance has be issued by this f Heal 1 Si ed Date Application Approved by Date /6 Application Disapproved fo e follow' easons Permit No. 0 Date Issued _rr. Fee ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: � Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ' 01pprication for Migonl *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. E;�p u C S As'sessor's Map/Parcel /a (o — O'1 1-7/ W) •/1/ i /Yj7! Inst er's Addre ,and fe.No. �0/ Designer's Name, ddress and Tel�.1Nq � , t �� t �l Type of Building: _/7 �� Dwelling No.of Bedrooms Lot Size Y sq. Garbage Grinder( ) "a Other Type of Building r No. of Persons Showers( ) Cafeteria( ) Other Fixtures ' �/ Design Flow �'7/6 gallons per day. Calculated daily flow �`f d gallons. Plan Date ' / Number of sheets Revision Date Title " Size of Septic Tank Type of S�A.S. Oa C.YJ. 5 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and ma" tenance of the afore described on-site sewage disposal system in accordance with the provisions of-Ti Environment Code and not to place the system in operation until a Certi - cate of Compliance has b tr issued by this f alli Si ned Date Application Approved by Date `Application Disapproved ft e foirowrLftgrfeasons +1 Permit No. 201(o 0 79 Date Issued 3110 A91(o THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER Y, a 'e O to S w ge D' s4 System Constructed( )Repaired ( )Upgraded( X) Abandoned( )by at t ,.�. has been constructed in a cordance with the provisions o/fT-itllee'55 and the for Dispos System Construction Permit No.Z1'4—07s, dated Installer �1 ( ;;,, G-i ok) Designer mac, ` The issuanc,j of Ilk permit shall not be construed as a guarantee that the syste t unctio designeDate 1 i - '"Inspector — — . ----------- ----------- -- �— No. �O�h e ©7� Fee �Bo . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migpogaf 6pgtem Con truction Permit Permission is hereby granted to Construct )Repair( )Upgrade( )Abandon( ) System located at a(42 L- and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Cnstruction must be completed within three years of the date off s pe it. Date: / �� 1 Approved by i �� 0/9 Town of Barnstable �sKTO`yo Regulatory Services Richard V. Scali,Interim Director BARNSTABLE• M'9.1634. Public Health Division ,0 FO �a Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 151 /1 F Sewage Permit# 201(P -6 7 9- Assessor's MaplParcel -6 ?Y Designer: 1=y.��;�, .�, ; Eve.; U-1 1 Y, � Installer• 4pl �cSr'rvG Py Address: 1 Z i ti;, Address: 7q� Gt k4„y M r+ L125-3 4. On 3l!gl 1 12- �1 6tr,$f'Ir64-� was issued a permit to install a (date) (installer) septic system at 36 3 �.ce �.•e �e.,�'Le based on a design drawn by (address) L dated Zl�4�l -(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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major ch anges hanger (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 sys m referenced above was constructed in coi liancc with the teens 4nsta approv etters (if applicable) H �F h9q o PETER T. igna re) j McENTEE _ �' CIVIL No. 35109 (Designer's Signature) (Affix Desigi Here) PLEASE RETURN TO BAR\'STABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PiTF3LI( HEALTH DIVISION. THANK YOU. QASeptic\Designcr Certification Form Rev 8-14-13.doc f Town of .Barnstable P# 9 (U �oFt�rows I o� Department of Regulatory Services x BARNSTABLE, ' Public Health Division Date MASS. A 039. p�0� / 200 Main Sit-eel,Hyannis MA 02601 1-6 rED MA't �� Date Scheduled Time L U k" Fee Pd. I 1:3 Soil Suitabil ity Assesent.for Seiva e Disposal MCC? P rfonned B r•`C f e-e e y — y --u)/, �y )) Ile' t LOCATION & GENERAL INFORMATION Location Address n Owner's Name r3 cz Ct� C ct n L �Cc.1< t l rj�1 C'l t ' _� Address CL a�(s1� t`.l.y' �1 IV a ,. Assessor's Map/Parcel: f'��„ "U tl `I Engineer's Name �. ,� Mc.(ffl NEW CONSTRUCTION REPAIR Telephone# -50a _ Y 7 7' ` -_?( 3 Land Use �2 Y S j h' Slopes(%)_ % Surface Stones Distances from: Open\Valet-Body `>20CJ fl Possible p/et AreaA2 1 ft Drinking\\pater Well / /,5� ft Drainage\Vay_j3 Z/11— ft Property Line �- ft Other Il SKETCH: (Street name,dimensions of lot,exact locations or test holes&pere tests,locate wetlands in proximity to holes) Qv r J r � t% Parent material(geologic) v v t `�J Depth to Bedrock_tAJCS`—, Depth to Groundwater: Standing Watcr in Hole: Ili ./ _ Weeping from Pit Face N a f,..a Estimated Seasonal High Groundwater ( 3 Z- y DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: fQ� G-/r3Ur�(c"_.,Fr-1" , Depth Observed standing in obs.hole: in. Depth to soil mottles:_ __ in. Depth to weeping ftum side of ubs.hole: _in. Groundwater Adjustment Index\Nell# Reading Date: Index Well level_ Adj. factor_ Adj.Groundwater Level PERCOLATION TEST Date__ Time Observation Hole# Time at 9" Depth of Pere �G — Time at 6" Start Pre-soak Time G �o L. Time(9"4') End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failcd: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Cornpleted 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) Nveek prior to beginning. V ` Q:\SEPTIC\PERCFORM.DOC r - DEEP.OBSERVATION HOLE LOG Hole# _-�— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (ivlunsell) Mottling '(Structure,Stones';Boulders, on i to cy.%Gravel), G - W Sl- \1 DEEP OBSERVATION HOLE LOG Hole#s� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (M.unsell) Mottling (Structure,Stones,Boulders, Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (M.unsell) Mottling (Structure,Stones,Boulders. n i,tency,Y-b Travel)_____ DEEP OBSERVATION HOLE LOG Hole#e� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (structure,Stones',Boulders, flood Insurance Rate Ma1Y Above 500 year flood boundary No— Yes-..,.2 Within 500 year boundary No Y` Yes Within 100 year flood boundary No— Yes I Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observers throughout the area proposed for the soil absorption system? — If not, what is the depth of naturally occurring pervious material? . i Cert:fication ,/ I certify that on _ 1�_ t q S- __(date) I have passed the:soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Date Signature i Q:\$p nCTERCFORM.DOC � 1 A TOWN OF BARNSTABLE �. BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date a ~ Time: In Out Owner Tenant Address L16 Address C0 3 12'el� fl� 18) (L Complian,po Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply r i 5. Hot Water Facilities �1QDroV6 . 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural �P � ) Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17.Temporary Housing N 18. Driveway WidthTL �� f✓v 1 , (� '� 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed (max) Number of Persons Allowed (max) Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here i i j r Town of Barnstable P# �oFINE o� Department of Regulatory Services ti x BARNSTABLE, Public Health Division Date Z f c 2 y MASS. td QjA 039. 200 Main Street,Hyannis MA 02601 �FOMAtp �J Date Scheduled d Time Fee Pd. � r = Soil Suitability Assessmentfor Sewa e Disposal aAPerformed By: � � �2e � � S / Z Witnessed By: - IDAt i LOCATION & GENERAL INFORMATION Location AddressCt' / „n-c- Owner's Name 1<r'J44 (Yv t� Ch tt S- A4ctr'�Sf-&"5 MI"115' Address �J b �� 1���� W 11m r:Ls1Le' Nc- Assessor's Map/Parcel: q Lt Engineer's Na;ne !°e-I-e- NEW CONSTRUCTION REPAIR u Telephone# Land Use -C S Slopes(%) / Z- Surface Stones i Distances fiom: Open Water Body 'I 7-OCJ ft Possible Wet Area/),/l4 ft Drinking Water Well I�V ft Drainage Way_^,l R Property Line ft Other - — ft i r- " 1 SKETCH:.(street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Z_ On a J s i N I Ce L/J I Parent material(geologic) J Depth to Bedrock Depth to Groundwater: Standing Water in Hole: 1� �{ Weeping from Pit Face I Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE* i Method Used: JIl O Depth Observed standing in obs.hole: in. Depth to soil mottles: _in. Depth to weeping from side of obs.hole: in. Groundwater Acjust ment ft. I Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date Time Observation t- Hole# Z Time at 9" Depth of Pere -l5� Y�G Time at 6" j Start Pre-soak Time @ ly !z S Time(9"-6") I End Pre-soak I i Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health-Division Observation Hole Data To Be Completed on Back----------- i ***If percolation test is to be conducted within 100' of wetland, you rnust'first notify the Barnstable Conservation Division at least one (1) week prior to beginning. IQ:\SEPTIC\PERCFORM.DOC7 ' I I I t j DEEP.OBSERVATION HOLE LOG ,�Hole#_ Depth from Soil Horizon Soil Texture Soil Color Soil- _ Other Surface(in,) (USDA) (Munsell) Mottling (Structure;Stones;Boulders. �v< I o f to c Gravel) C FO-C.- 5%-A. io y rt -1 3 J i DEEP OBSERVATION HOLE LOG Hole# Z— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,.Stones,Boulders. Consistency.% ravel 6 sL 1(o-3-0 s L to Y yt o —13 L C-i C Sat.elyk I.OW-s13 i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. n i t5 ency,�b cmy-cl)_ r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. I _ i I I Flood Insurance Rate Man: i Above 500 year flood boundary No— Yes , Within 500 year boundary No_7` Yes Within 100 year flood boundary No Yes D+enth of Naturally O.ccurrin2 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 pervious material? Certification I certify that on 1`' t q (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. . �0� , Z5� Signature l Date ' 6:\4 FPTiC�PERCFORM.DOC WO CAT10 SEWAGE ,PERMIT NO. INSTA LLER'S NAME i ADDRESS R UIIDE It ORS OMIIIER V DATE PERMIT ISSUED DATE COMPLIANCE ISSUED u� p 1 �� 2- a$ 3 t RACE' U� TOP LANE w N � m ® r p m 98.80 99.35 Q W a edge of m pave_w / meet 99.75 4 // 100.05 03 TOPnELD DR Z ➢ OLD STAGE p r `1 tag 100.11 R N 00.22 Z o CAPT D m N 55'1 e x o 6'32' STUDLEY RD o w 99.35 cb li, TI � m A p 45.69' y � CAPT o 9.9.6z LOCUS DEYOUNG RD e R 2S LOCUS MAP 1 04'31' NOT TO SCALE p x 99.69 /LAMP Z 100,23 �~ 100.12 +100.04 \100.49 a'` x 99.6 10059 +100.15 n \ _ 5 \ PORCH x 100.3814 :. \ / ` i N /EXISTING 100>�7 I \\ HOUSE(#363) GARAGE I li ' BENCHMARK SET 99.9� 1 i OUTSIDE COR./BULKHEAD +x T.O.f =101.7E i I EL.=100.84 :1oo.oq +1 0.17 EXISTING SEPTIC TANK DECK I TOP OF TANK, EL.=98.80E 99.92 x : INV.(OUT)=97.47E + • \ BM / \ (FIELD VERIFY) 99.63 \\tea 100.53 x x 100.77 loo.as x 100.81 1 9e O 100.61 / / }100.03 �r l +100.09 �,Op v - / ,+ ° O HOLLY y:-n 0 N +10W91�6:03 W I .� /-�� dt/100.00 l° N co 10z t t 100.40 / / / t 99.86 EXISTING LEACH PITS 0 ,� , d co "� E `3 / (� _ � (PER.RECORD AS-BUILT) c^\] 100.) TO BE PUMPED. FILLED �N , ). F.4. O .� / � +100.06 0 0 :.' C I'. O L WITH SAND & ABANDONED. z \ c PROP O +oz : SHED ° O S' ° 1 TP '2 0 1 � 100.10 \\ 100.46+ 49• \\ TP-31 100.16 \\ •. :• \ 100.04\\• M� � \ \\ 100.13 4) x �-\ \\ - y \\ ` \\00+5\ V1� \\ x 99.89 / \ g OF + ��\\ Mgssq 100.28 i\ o PETER T. Lp \ ` McENTEE L c CIVIL "' No. 35109 / x 99.63 LOT 19 fo 47,828 ±SF 1.1 ±AC. PARCEL ID: 126-094 LEGEND -- 106-- EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE W EXISTING WATER SERVICE 112.01, OWNER OF RECORD G EXISTING GAS SERVICE N 49'4496" W C/O CHILDS,LEEN KATHLEEN FLYNN -e H - OVERHEAD WIRES 405 BUTLER COURT TEST PIT E 9' ° WILMINGTON, NC 28412 , BENCHMARK Engineering by: SCALE DRAWN jog. NO PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. 1"=30' P.T.M. 109-16 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 363 RACE LANE CENTERVILLE MA (508) 477-5313 2/29/16 P.T.M. 1 of 2 Prepared for: Doug Childs, 405 Butler Court, Wilmington, NC NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:97.2 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX OUTLET AND SET TO 6" OF FINISH GRADE INSTALL WATERTIGHT RISER PROPOSED S.A.S. & COVER SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=101.7t SET TO 3' OF F.G. TO SERVE AS INSPECTION PORTS F.G. EL.=100.8t F.G. EL.=100.6t F.G. EL.=100.4t F.G. EL.=100.4t L = 36' L = 23' S=1% (MIN.) p S=1% (MIN.) 4'SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" s" DOUBLE WASHED STONE 10"1 n 6 aaa�aaa (OR APPROVED FILTER FABRIC) 14" sasses® EXISTING 48` LIQUID aaaBaaa -3/4" TO 1-1/2" DOUBLE LEVEL WASHED STONE GAS J PROPOSED 4' 4.8' 4' INV.=97.10 _ INV.=96.93 INV.=97.47t D BOX EFFECTIVE WIDTH = 12.8' EXISTING 3 OUTLETS INV.=96.70 EXISTING SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED TOP CONC. ELEV.=97.5t NOTES: BREAKOUT ELEV.=97.20 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=96.70 aaaa ease INVERTS, PRIOR TO INSTALLATION. eases eases 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=94.70 FIF GRADE ON A MECHANICALLY COMPACTED SIX 4' 3 x 8.5'=25_5' 4' INCH CRUSHED STONE BASE, AS SPECIFIED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 33.5' IN 310 CMR 15.221(2). PERVIOUS MATERIAL - 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM OF TP, EL.=89.4 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. (NO GROUNDWATER) SEPTIC SYSTEM PROFILE GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: FEBRUARY 25, 2016 (Ref. P#14,964) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE SOIL EVALUATOR: PETER McENTEE (SE#1542) LOCAL RULES AND REGULATIONS. WITNESS: DAVID STANTON R.S.-HEALTH AGENT 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 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 100.5 A 0" 100.4 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 ASSUMED DATUM. IOYR 4/2 1OYR 4/2 -6.7 THE DESIGN ENGINEER IS NOT RESPONSIBLE-FOR THE FAILURE OF 100.0 B 6" 99.9 B 6" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. SANDY LOAM SANDY LOAM 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 10YR 5/8 1OYR 5/8 97.8 32" 97.9 30" 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. C C1 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS M-C SAND AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 2.5Y 6/4 DIRECTED BY THE APPROVING AUTHORITIES. 96.2 50" 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY C2 PERC THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING F-C SAND 50"/68' CONSTRUCTION. F-C SAND 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 10YR 5/3 1OYR 5/3 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND (TIGHT) (TIGHT) REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 89.5 1 1 132" 89.4 1 132" 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND PERC RATE 3 MIN/IN. ("C2" HORIZON, TP-2) NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. NOTE: "Cl" IN TP-1 SAME AS "C2" IN TP-2 NO GROUNDWATER OBSERVED PORCH DESIGN CRITERIA lgll TING GARAGE HOUSE(#.363) NUMBER OF BEDROOMS: 4 BEDROOMS (AS APPROVED) T.0.F=101.7f SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) DESIGN PERCOLATION RATE: <5 MIN/IN DAILY FLOW: 440 GPD DECK DESIGN FLOW: 440 GPD GARBAGE GRINDER,: NO-not allowed with design LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF .74 GPD/SF EXISTING SEPTIC TANK: 1000 GALLON CAPACITY A PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 4 USE 3-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES _ 3 .6' SIDEWALL AREA: 2(12.8' + 335) X 2 = 185.2 S.F. I AN Z SHED BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. I PROP. S.A.S. TOTAL AREA:.............................................................. 614.0 S.F. DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD S.A.S. LAYOUT Engineering by: SCALE DRAWN JOB. NO PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. N.T.S. P.T.M. 109-16 363 RACE LANE CENTERVILLE MA 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 2/29/16 P.T.M. 2 of 2 Prepared for: Doug Childs, 405 Butler Court, Wilmington, NC 28412 r 1 - -111/4'� 3, 1'-0We 65'-39/1b" 13'-11 9/1b" 4'-11 1/41 1/ 6'5'-1 11/16"-y i 16'-9 3/4" 24'-2 1/4" � I! 7esoaM 7EObBM , I E , BEDROOM 73908R ss?BM B9e! � 'i 1b'-b 3/16" ` -- -- - -- - UP / GARAGE © ,...... .. BATHROOM RLIVING ROOM t B7aR kwy I B71R 871E I R�o KITGHEl all r I ems. �'s3s.R's®.R B7ea� O LAUtyDRYR00 n; • � eA R� 130 in 13'-T 9/16" 26-10 11/16" °D— jH°—24'-5 13/16"70DM 7'300M b5'-3 4/16"— ORIGINAL FLOOR PLAN 363 RAGE LANE MAR5TON5 MILLS 196T 50 FT KNEE NALL— 9'-4 15/16" '. 24'-61/8" OFFlGE— —} r. r GL05ET- r I BATHROOM— _ a - UP U a uee 2w — 1 GL05ET I � '•.• _; j ;A BEDROOM 4---.--_ BEDROOM 2 BEDROOM 10'-3 -13/16 { I i ! i — 10'-1011/16"— 1 I - i xuoDN JL.DDN _ 7DIDDM 2d19DN j —� 24'-3 3/8" 1 ORIGINAL FLOOR PLAN SECOND FLOOR 1910 50 FT • 7 .." —14'-2 3/16"----- �'4-4'-6 5l1 b" 4'-215/16" --1T-8 3/4"— -- 24'-5 7/B" 2" °. 3'•55 3!8"I 1'•1'-3 114'"j J 2.8 3!B" 1•511/16 _ 2-3 19/16" -5-31I16"- 2 B"• 2-8 �1 -3 �- 2'8" -5'-8 7116"- Z'8" 5'-5 1/16" -- -� -9' --q T I :era 9 •-i —1T-43l8" Y BEDROOM 1 "' rs.ow. rs=�o" tr - �� I I ' }�---. 5'-31/16"-�-•�Z.-8.7-�2.-B" 3' N8 .• � r :p i in A H L — GARAGE n 24'•2"X 2 V-0" - , BATH 24-b 314 in -- in h . LIVING ' 13'-10"X 27•8" rrs t a t ( Kese s I F I q t + DINING ROOM KITCHEN 3 ! t" 18'-4"X 13'-1 V F-L i° —14'-2 3116" LAUNDRY ROOM a 3 P ' tr c erlb" 2-103/1b" 7-7 11/16" 5'-2 511 b" 2' -5'4 5116" 9' :•---�--7'— io- I --1A'-2 3/16"- - 26'-5 1/8" ---- LIVING AREA 1218 50 FT v --18'-7 9/16" 4 7l16 -- 22'-3 3/16°---- --- 24'-5 - I� I i I' I I _ _.... <._._ ..-- -�---`-•- --mac i k o I i KNEE WALL I, - - :. .,. . .... ,._ .. .;,-,��.,.. ........ ..:_. ..__...._. :......._......:._� l; ... ;, � LOSE c r r4 1 BA—rf ups - 1:. ^, ---•----7f- i ... UP H+"HI L 1 1 PROP05ED BATH { _ a a j ° -v T m 4'-i 151ib -� III j BEDROOM 4 I i 10'-9 1IB" - BEDROOM 3 I j 21'_ -- i i BEDROOM2 10'-1011/16"— j I i if 7ewa• ]WCo�1 .i._. ,..,a.a" ]Yoo"�.... „ L � ! I ! I I i I li f —8'-113/4" -T - 8'-111/16. ----1W-7 9116" -10'9 7/8"— - —24'-10 1489 50 FT n D o ff O�G� Pee, �a ------- -- -- -- - --------- - Sol h'6l 6d� L i ' �jc1 GU 1�-4-Ti oQJ �o►2Ct+ 'o t - - v - • i AAYY r - r > r shfy I • -• 1 K" rA,.-,M '} :+ , - _ ,.: {' ♦ . '�J�: _ W — a _ X — a . - '� ° .. it .{ 1 . t NP I � tom. 4.,1 �' �1♦ ;. "` ��}}� ..'s' �.€ ,�„� f �+ Y. . • 'e o.o- c.+,c •._ � �l1%'��/I�>4� �:� .� �a!/�+E'S '7"'0� .GAF .T ot.+.vp'g770A-/ 1r. T'c y 10 M1 ' O.c. f`�dC•OC � � �`c SCf/ �O �t��TZ{ •, :� ifj/ti/. �AyE�'. /p $. •' /� "i�,EASTONE /vvEae roe /avE { N. /•r/`/E,@T S EwT/C Ti9N� BOA � '' �' '� lwp�51e 7- p.o' Gv�J S o , _5,n- 1,kb ,c ,o i T' PROFI LE_- OF v SANITARY DI SPOSAL SYSTEM - NOT TO S, CAL E DE S I G N ' DATA --`� ' BEDROOMS - __ _.. r ,._.. „ : _ CONSfRUCTiON OF S-ANITARY DtSPOSA"Lc r - DE � IGSV FLOW .. G.AL ./D.AY SYSTEM SHALL CONFORM ' TO MASS . LEACH RATE — MIN./INCH p ENVIRONMECLTAL CODE TITLE ' AND THE TOWN OF PROPOSED LEACH' CA PACiT Y LT R E G U LAT I O'N S. . GAL. DAY SITE PL AN SHOWING PROP SED CON STRUCTI ON L O'C A T t O N 7c7 ' f • FOR U 4f s / APPROVED 19 BOAR D Of 'H E A LTH SCALE ,� ,© , C.,ATE J; R E F E R E N C E. al .� 9 .5 A G E N T W OF of 8A1ttiSr+f� i05FFN M<. G� _ 8 5:c""f ^ x mONA 4�14.alR: T-77 -1_'_V�e Tip �Ttfi "' 1 136,60 0 - s' fi ! J. M.• MONAHAN, 4R.-4 -AS-'S OC I A T E S Nov A. REGISTERED LAND SURVEYORS a ENGINEERSasu� v - ► - fo51 MAIN STPICET- 'DENNIS PO`RT,. MASS. 02.639 33 t -----�