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HomeMy WebLinkAbout0342 OLD CRAIGVILLE ROAD - Health 342 Old Craigville Road Centerville A= 247-018 �llll Ao ►«fo IN Nop,212534 HASTINGS,MN Town of Barnstable P# 3 tf D Department of Regulatory Services Public Health Division Date Arfo °� 200 Main Street,Hyannis MA 02601 Date Scheduled / Tune Foss Pd. - Soil Suitability Assessment or Sews ' Performed By: KC,60 l Q,ryt,,ti I C2? CSC" ge isposal Witnessed By: U� l�l�. g LOCATION& GENERAL INFORMATION Location Address � '� C �'��` f v�le �� Owner's Name L ev>7 I Ma�chal toe- 0 a Pn�P I✓l l Q Address !"y9 Fares etdl -worre n Ne t5�18(n V Assessor's Map/Parcel: ^� ff(/ ¢ y?' l b Engineer's Name ?C F, cnzefciv � NEW'CONSTRUC77ON REPAIR Telephone# $08- 27 3-0 3-7 7 Land Use S�r>S1e. �orn(l duelli,n Slopes(30) t, Surface Stones Distances from: Open Water Body Possible Wet Area --- _ft Drinking Water Well = ft Drainage Way ft Property Line 10 .__ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes 8c pert tests,locate wetlands in Proximit y to holes) S� re{ ,OA*A ��QA Parent material(geologic) 6U fwoSln Depth to Bedrock > t2 6 bSs Depth to Groundwater. Standing Water in Hole: 12 Weeping from Pit Fpee > 12 �oS$ Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: bCCec� 6\n3e.(vokton Depth Observed standing in obs.hole: 7 i 2!° In, Depth to soil mottles: >12 b Depth to weeping from side of obs.hole: >i 2(, in. Index Well# Reading Date:= LRitex Well level " in' �©roundwater Adjustment ft. .. AdJ,tkctar m Adj.Groundwater Leve1,,7— PERCOLATION VEST Date 4 Thne 11, -:13 AH Observation ' Hole# Time at 9" Depth of Pere'' Time at 6" - Start Pre-soak Tiime @ 1.'1 S A 11 c- Time(9"-6") End Pre-soak ]1.; 2 YA/I Rate MinJlnch L 2- Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Healtb 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:\SEPTIWERCFORM.DOC DEEP-OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Hole.# ' Surface(in.) (USDA) Soil Color Soil Other (Mansell) Mottling (Structure,Stones;Boulders. 6 rC.n/0 f Iti-l�o A LS laYr3I1 1b -yg yr s/6 G DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Hole#. Z Surface(in.) Soil Color Soil Other (USDA) (Munsell McF.tling iStranture,Stones,Boulders, b.- 12, _ onsist % ravel �F+1 q LS ld yf pit L) `1$-!26 C ti-s 5 Y bA DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil . Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. . Co i to Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary ` No_f Yes Within 100 year flood boundary No. V-, 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? f e�S If not,what is the depth of naturally occurring pervious-material?, Certification I certify that on /°`2-7-99 (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 d ence described in 310 CMR 15.017. Signature Date 1/"/0 -11 Q:1.SBPT WERCFORM.DOC No. V — t f — d 1� , r Fee�. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIPPricatiou for TDigoar �&p!6tem con,5tructiou permit Application for a Permit to Construct O Repair(✓(Upgrade O Abandon O ❑ Complete System ❑Individual Components Location Address or Lol No. y Q Z 0/v C,2 a.fGt`4 2c/ Owner's Name,Address,and Tel.No. 41r nilt C Y,1,1/L L e-,l Assessor's Map/Parcel_ /IVY /Pl/ Installer's Name,Address,and Tel.No. Designer's� pName,Address and Tel.No.a�l�wl dcC C i� �lx e J ft!' �n✓ lzx t�/' /5 3 ov.,c�c�/ S< o`��5� C°.u•, 1 �is - /Wh Type of Building: Dwelling No.of Bedrooms 2 Lot Size - 75-0 U sq. ft. Garbage Grinder ( ) Other Type of Building S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 53 2- gpd Plan Date y-/0 // Number of sheets Revision Date Title Size of Septic Tank If Z-O Type of S.A.S. _ /S, 4-c 4 Description of Soil /7U fj�m d Sic el'44, Nature of Repairs or Alterations(Answerwhen applicable) 44-f a S 1( h Tk-' 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 Health. Signed Date - 1 Z Q 1 1 Application Approved by Date Application Disapproved by: Cr Date for the following reasons Permit No. 24 11 6010 Date Issued � fy Raj — 6�4 Fee i \E Entered in computer: /, THE COMMONWEALTH OF MASSACHUSETTS Yes C �UBLIC HEALTH DIVISION - TOWN OF.BARNSTABLE, MASSACHUSETTS pplicatiou for Th5poal *p!tem Cow6truction Permit Application for a Permit to Construct( ) Repair(✓� Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 3 9 7 o/a ro-a'f&1 4, moo/ Owner's Name,,Address,and Tel.No. Dry er/f n t G' r , M Assessor's Map/Parcel /If and Installer's Nam/e,,Address,and Tel.No. Designer's Name,Address and Tel.No. /�3 (4a o�FS✓r/ C°raj l La / � Type of Building: Dwelling No.of Bedrooms 3 _Lot Size 7fy U sq.ft. Garbage Grinder ( ) ' Other Type of Building 12e S No.of Persons Showers( ) Cafeteria( ) Other Fixtures y Design Flow(min.required) 330 gpd Design flow provided ,j 3 2- gpd Plan Date t/ /u -/I Number of sheets Revision Date 5 Title Size of Septic Tank /rUU Type of S.A.S. / YI•c .3(o 1 (o Description of Soil Ike Nature of Repairs or Alterations(Answer when applicable) _Ne !15%0 14-1 a Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of thelaforeVdescribed on-site'sewage-disposal system in accordance with.the provisions of Title 5 of.the Environmental Code and not to place the system in operatioP until a Certificate of Compliance has been issued by this Board of Health. Signed Lc 1 { { Date �'� V Z 0 Application Approved by V Date r — Application Disapproved by: Date for the following reasons Permit No. �. Date Issued _ j r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( � ) Upgraded ( ) Abandoned( )by A.w/6i �IeA 42l,fXj at e (4i-411C IA /� /to/ J�U�iz%,'� has been constructed in accordance 1 with the provisions of Title 5 and the for Disposal System Construction Permit No. .�� ! dated Installer s/�� 7 h eeiN� Designer fo EA f/vye #bedrooms _ Approved design flow �, j gpd The issuance of th mi' per shall not be construed as a guarantee that the system will un tion.a designed. r Date -2,5 Inspector Vv ? Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Digoal *p!tem Con.5truction Permit Permission is hereby granted to Construct ( ) Repair ( t/) Upgrade ( ) Abandon ( ) System located at SV2 /2 r 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: Construction must be completed within three years of the date of this ppitr (� Date L("� I — / Approved by 4/28/2011 01 :03 5082730367 #0097 P. 001/001 Town of Barnstable Regulatory Services Thomas F.Geiler, Director Public Health Division 1e'9' ``� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 I Office: 508.862.4644 Fax: 508-790.6304 Date: �'2$�( ( Sewage Permit# 2_0 (I 'OR`( Assessor's Map/Parcel Z Yy1 t a Installer &Desiener Certification Form Designer: SC Eq tneeUvric , To b Installer: LLG 1J �Address: Z�.Sy C�canb�cv �Ita��/ Address: Co�j r�� Sl . 6asi were arrt 62,536 02,L�t 1 ��- 2Ac l �AaL,21'U e Kl� On '' was issued a permit to install a (date) (installer) , septic system at 312 based on a design drawn by (address) �G Fr)g;rtee((J) , TvtG: dated_U"( 10r tot t .(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 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. Stripout(if req t nspected and the soils were found satisfactory. r ,I,of A4A J0H^ C I.- CMURUFCNILL s JR. !� -- (Inst er's Slna fe) CIVIL No +1607 S1 ~, 4es igner's Signatur (Affix esi er s mp Here) LEASE RETURN O BARNSTABLE PUBLIC .HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- RV I LT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION TtIANK YOU. i y`.ullia+li,nrsldesi6nurrcr{ilir:ui,in Iirrnr,Joc � i TOWN OF BARNSTABLE LOCATION 3 old wxL q v d SEWAGE# VILLAGE S G-A�ASSSFSSOR'S MAP&PARCEL d(0 - /9 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY k 5 o y V4 10 LEACHING FACILITY:(type) C%q) r-re 3lo�4 (size) 8'•(o Y 31 •'Z NO.OF BEDROOMS 3 } OWNER NNA oa4d 4LI epLA- e.w\ PERMIT DATE: I`' +1 COMPLIANCE DATE: ul-Z 1 -Zo t t Separation Distance Between the: I Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility &f d y Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) i Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY C. 1 cm, �'�•� 1 C/o f4( f}2 193 3o.3 3 aS 33'0 .4 sY9 ,ir 147 S 93 y3,,D 3� 3boc7 TOP OF FOUNDATION = 40.1'± INISH GRADE OVER D-BOX= 39.7'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % PROPOSED VENT WITH CHARCOAL FILTER TO ABOVE GRADE FINISHED GRADE OVER BIODIFFUSERS = 39.3 - 39.7 GENERAL NOTE S ��- PROVIDE EXTENSION RISER INSPECTION PORT WITH SLOPE @ 2% MIN. 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER FINISH GRADE OVER METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. A EL.= RISER TO WITHIN 6"OF FINISHED GRADE 3"ACCESS BOX TO WITHIN @ FOUNDATION = 39.5'± 38'9�± 5" DIA. OUTLET(S) OF F.G. (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 20"MIN.ACCESS 36" MAX. L I DESIGN ENGINEER. COVER(3 TYP.) 9" MIN. PROP. PVC 9"MIN. 4.5' MAX. � 1.2-COUPLING 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE PROP. PVC 36 MAX. SEE NOTE 21 TOP OF SAS/B.O. = 35.20 (TYP OF 3) SYSTEM UNLESS OTHERWISE NOTED. ^ SEWER PIPE *% �" 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN EXIST.SEWER PIPE MIN-SLOPE3" 2" DROP MIN. 3 9 L=2'± PROVIDE WATERTIGHT 3" DROP MAX. MIN.sLOPE�,� JOINTS (TYP.)4" PVC IN FROM 1.33'38.1'* 14" SEPTIC TANKL 4" PVC OUT TO (NP ) 16�� THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 36.75 0.90' Lull I ANN10.75"(TYP) 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. LEACHING FACILITY37.0 gL I6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48^ OUTLET TEE 36.65' 36.48' 34.77' 33.87' (laid flat) 2.875'(34.5")--I (STONELESS SYSTEM) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 5.0' (TYP") FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS GAS BAFFLE CRUSHED STONE (TYP.) NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH ER MECHANICALLY 5'MIN. 8.625 AND DESIGN ENGINEER. 17.7'TO FND COMPACTED BASE 31.2' 5 OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 40.00' ESTABLISHED ON TOP OF A 6" CRUSHED STONE NAIL SET IN A FENCE POST AS SHOWN ON PLAN. OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 28.80' COMPACTED BASE BASE. FIRST TWO FEET. OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK (H-10) PIPES TO BE LAID LEVEL. BIODIFFUSERS PROFILE BIODIFFUSER END VIEW , THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES LENGTH 10' 6" WIDTH 5' 8" DEPTH � (Dimensions per Wiggin CROSS SECTION VIEW TO THE DESIGN ENGINEER. Precast Corp 36HC (., Pocasset,MA) ARC #3616 B D 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. `CONTRACTOR TO VERIFY THIS ELEVATION SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL ) H-20 BIODIFFUSERS O D I F F U S E RS & REPORT TO ENGINEER IF DIFFERENT NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING -• i, ; ; ;�� `���E. • • Qoil TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM • APPROPRIATE AUTHORITY. SWING-TIES • •• • j • PERC NO. 13240 10� INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS i �X • ;, I � LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE EVALUATOR: Michael Pimentel, E.I.T. ��O / �iX DESCRIPTION ,• r • • THEY SHALL WITHSTAND H-20 LOADING. P` HC-1 HC-2 ii O . • • M G�`� O 'Cl / U.P.#273/17 SEPTIC COVER IN (1) 24.4' 32.4' " ! • ` • • ' * C.S.E. APPROVAL DATE: Oct. 1999 v . + • 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ANp,' Aril 8 2011 �Q G , cv SEPTIC COVER OUT(2) 30.4' 38.9' �• K� '�LL� •••. • • es DATE: P 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 0 lQ� / 3 k\ ' " " • 1, TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. BIODIFFUSER CORNER(3) 38.3' 38.6' - , • ZONE 2 • REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ,I\ r . • • -• ,4 = ELEV TOP= 39.30' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). i \ / 10" GUYWIRE BIODIFFUSER CORNER(4) 31.6' 31.0' h.,E - n ~ . \ti ELEV WATER= <28.80' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN " � F� ., '' � • .Y� ' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. c� //� \ BIODIFFUSER CORNER(5) 57.6' 30.1' ' '' " • J39 a �r • 1 • PERC RATE _ <2 min./inch a- i / / J 1 / \ BIODIFFUSER CORNER(6) 61.6' 37.9' " , . �• LOCUS : 16- PROPOSED PROJECT IS LOCATED WITHIN: 0 39 "\ _e %' • • • _ ' DEPTH OF PERC= 48 -66 �o N� \ - w . . .._._._ JEM� 020,50"E � \ f --x' •• �+ � # }� � . o e ASSESSOR'S MAP 247 PARCEL 18 .� ago TEXTURAL CLASS: 1 OWNER OF RECORD: MAGDALENE C. LEON m O�P / N DO � t/ \ CP w � M1 � w • • • a �OC'� 15 o>c w ` ` • . . • •• , ADDRESS: 149 FOREST ROAD = o G \o o o it ` : ram` r • WARREN, ME 04864 o_1 / ,. • " • Ir 1r { . . • 0�, 39.30 \ \ \ . , . '.ei: r1 • „ , _i).•'• • Fill FEMA FLOOD ZONE C _ MAP 247 • t� ' s,i • . 12" Loam Sand 38.30' COMMUNITY PANEL# 250001 0008 D 17. DEED REFERENCE: DEED BOOK 24910, PAGE 118 j o PARCEL 17 • • �-• . •• •_' A 10Yr 3/1 �6 , _ _ •• • - 16" 37.97' o •� � • • . \ • • : 18. PLAN REFERENCE: PLAN BOOK 118, PAGE 123 I . • ,•' (f J ,� ! . ••'w • ' B Loamy Sand \ + •Jr. ' ,LL • • + .•T 10Yr 5/6 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. \ \ �6 .+ • `{ +� • • ; • w 48" 35.30' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY MAP 247 \ •, .• r FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 2 •• I �_ ;. . ;a • Perc FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PARCEL 18 \ !7• 1� ( 11 11 r° • ,' • : " cP 3" • 11 �� . O „ f'{ rt ,,w • • • • • • 66 33.80 'o 7,500 S.F. 3 • .�� N A �: ' 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE o f `>*� ' w •' r s w• •• APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): \ I� fl, +!,11' I! f ';' «• • ' . •� '� (1.) A 1.5'WAIVER(3.0-4.5') FOR THE MAX. COVER OVER THE PROP. LEACHING SYSTEM. 1 �f-•., . .fit , • �• C Medium Sand \ , • .[Ili off 11 ,� t `� �'� r �-y 2.5Y 6/6 MAP 247 \ 6" PARCEL 196 #342 \ �+ LOCUS PLAN- EXISTING 6" SCALE: 1" = 1000' LEGEND �X 3-BEDROOM 7c 126" 28.80' DWELLING 14" \ Benchmark 50xO EXISTING SPOT GRADE 40.1 ± Q TOF= ' HC- ca No Mottling, Standing or Weeping Observed Nail Set in Fence - 50 -- - -- EXISTING CONTOUR VPS �39 Elev. =40.00' DESIGN DATA TEST PIT DATA INV.=38.3'± PERC NO. 13240 GAS ------- Approx. M.S.L. 50 PROPOSED SPOT GRADE � � B.H. 1 \ 38x7' : \ 18" ��.�1��a~sss I \ NUMBER OF BEDROOMS (DESIGN) 3 INSPECTOR David W. Stanton, R.S. 50 PROPOSED CONTOUR \ � � 110 EVALUATOR: Michael Pimentel, E.I.T. E/T/C EXISTING OVERHEAD UTILITIES \ HC-1 \ DESIGN FLOW GAL/DAY/BEDROOM TOTAL DESIGN FLOW 330 GAUDAY C.S.E. APPROVAL DATE: Oct. 1999 \ PROP. C/O 39x7' EXISTING LEACHING PIT TO BE DATE: April 8, 2011 W W- EXISTING WATER LINE TP 1 --� REMOVED & REPLACED WITH CLEAN DESIGN FLOW X 200 % = 660 GAL/DAY EXISTING CESSPOOL TO BE REMOVED& REPLACED 1 39 3� Tp 2 \ COARSE SAND PER 310 CMR 255 (3) TEST PIT#: 2 GAS EXISTING GAS LINE WITH CLEAN COARSE SAND PER 310 CMR 255(3) (5 39.3' USE PROPOSED 1,500 GALLON SEPTIC TANK� ELEV TOP = 39.30' \ \ PROPOSED ARC 36HC(#3616BD) H-20 X-X-X-X-X-X- EXISTING FENCELINE � BIODIFFUSERS COUPLING (TYP OF 3) ELEV WATER= <28.80 \ \ _ 3�2 � � PERC RATE V TEST PIT LOCATION PROPOSED 1,500 10" (1 (4 goo' INSTALL 18 ARC 36HC (#3616BD) H-20 BIODIFFUSERS GALLON SEPTIC TANK DEPTH OF PERC = PROPOSED 1,500 GALLON SEPTIC TANK 000 \\ C (6 SYSTEM CAPACITY TEXTURAL CLASS: 1 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE \ C (TOTAL L.F. OF BIOS &COUPLINGS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD \ -39-" 10~ X' !'9x6 (93.6')(4.8 SF/LF)(0.74 GAL/SQ.FT.)= 332.4 GAL. LEACHING/DAY 0" 39.30' 13 PROPOSED DISTRIBUTION BOX \ I (2' �` � S PROPOSED 4" PVC VENT PIPE; Fill `ems Q PROPOSED ARC 36HC(#3616BD) H-20 BIODIFFUSER \ 18" N(3 5~ 1 " ' EXACT LOCATION PER OWNER \ 10" 1aAo,�^V, TOTALS: Al2" Loamy Sand 38.30' o PROPOSED ARC 36HC (#3616BD) H-20 COUPLING \ ?BEELINE(Type �Y 39x3' PROPOSED INSPECTION 16„ 10Yr 3/1 37 9T SIX' PORT(TYP OF 3)6,. TOTAL NUMBER OF BIODIFFUSERS: 18\ I X�X �500 X' PROPOSED TOTAL 18 ARC 36HC(#3616BD) H-20 TOTAL NUMBER OF COUPLINGS: 3 B Loamy 10Yr 5/6 d TOTAL LEACHING AREA: 449.3 SQ-FT. BY APP'D. u'g FENCE X�X' BIODIFFUSERS IN FIELD CONFIGURATION TOTAL LEACHING CAPACITY: 332.4 GAL./DAY ,X X,X­X� PROP. DISTRIBUTION BOX 48 35.30 REV. DATE DESCRIPTION PROPOSED SEPTIC SYSTEM UPGRADE X'X MAP 247 NOTE: PREPARED FOR: PARCEL 16 EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE CAPEWIDE ENTERPRISES DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER Medium Sand "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO C 2.5Y 6/6 ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST LOCATED AT MODIFIED JANUARY 11, 2011). TRANSMITTAL NUMBER=W000052. 342 OLD CRAIGVILLE ROAD MAP 247 NOTES: HYANNIS, MA PARCEL 15 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE 28.80 SCALE: 1 INCH = 10 FT. DATE: APRIL 10, 2011 OF EACH SEPTIC SYSTEM COMPONENT. 0 5 10 20 ao FEET No Mottling, Standing or Weeping Observed 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF PREPARED BY: THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH RESERVED FOR BOARD OF HEALTH USE J HN L. JC ENGINEERING, INC. TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL cHu CHILL JR. ��`�� 2854 CRANBERRY HIGHWAY BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. .4 EAST WAREHAM, MA 02538 SITE PLAN 3.) PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2 AND THE 508.273.0377 SCALE: 1"= 10' ESTUARINE WATERSHEDS. Drawn By: MCP TDesigned By:MCP Checked By: JLC JOB No.1971 II 9'-7" 38'-0" NOTE:BUILDER TO VERIFY O EXISTING&NEW DIMENSIONS 17'-8" a 5'-0" -j4'4- w ' 4'-0" 8' " 5'8" o 6" 2'-6" 2fe 4'-8" 3'4 lew 6 S1/2' ol r--------------------------------------- -- qEW BILCO 1 I 1 1 v 10"CONCRETE FILLED TW2442 XOISTING E C235 e v s I A21 TW2442 SONOTUBE 4'-0"BELOW 1 r------------------------- ---- --- GRADE EXISTING FOUNDATION 12'X1 Q' o ---,-- p 1 1 d. r- ---i 1 I DECK ; I / c 47 z Zl ' I P.R. - - 10'o° KITCHEN 3's° O MASTER o - o o BATH \p/ z i ' _ 0 , /3,x SHOWER 2'-4" 2'-6" 1 1 Q 1 1 1 1 1 d - 1 I z T I n, ,/ ' N 1 10 .G ,� O N CLOSET N ; 'ITN LL a 10'C.O. 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X SCALE 1/4"=1'-0" * 1 W DATE 5/01/11 t 1 DRAWN 1 t EXTERIOR DECK CONNECTION SCALE: 1"=1'-0" DRAWING NUMBER DECK FRAMING PLAN A2 COPYRIGHT SPS DESIGNS 2011 12 ASPHALT ROOF SHINGLES 38'-0" 1/2"PLYWOOD CDX 10 IR BAFFELS @ 11-11 2'-1" 8'10" 2'-1" RAFTER BAY 4'-i" 4'-9" 2X10 RAFTER i ROOF FRAMING HURRICANE TIES TW2442 TW24310 i TW2442 DRIP EDGE — = 2X10 CEILING ALUM.GUTTER i i JOIST Q p 04 ih iX8 FASCIA PINE R-38 INSULATION ccv Lo w N NOTE:INSULATION TO 2"SOFFIT VENT -�� W \ COMPLETELY COVER TOP PLATE o - y q BATH o AND FILL CAVITY BETWEEN 2X4 NAOERIT PINE co Cn � 00 o CD 4) 00 j co AIR BAFFEL AND CEILING =� 2 2X6 TOP PLATE o 0 BEDROOM ° o 2X6 WALL W/1/2"CDX - Q WALL SHEATHING 0 �," o w O_ N z co 1'_6" i 00 - 2,- � N R-211NSULATION i BEDROOM i i CY3 CV M N APA RATED SHEATHING 8'-10" 3/4"T&G PLYWOOD _ v - 2X6 BOTTOM PLATE v a a clr SECOND FLR 0 r cli BATT INSULATION----.. DN 13R w 7 co i 2X10 FLOOR JOIST --------u-- -------------- _--_ _--_ _ __ w z z L) i CL Q 10 O tz U) -' ' `) Q OPEN TO ; 5'6"KNEEWALL ct co BELOW ,WOOD SHELVES co3 J z o0 (A 5 X OQ w (f) ® O c') V STpRAGE Q °0 J ® CO C.)n ? v a W NOTE:BUILDER TO VERIFY Z od EXISTING&NEW DIMENSIONS W Ct) �l d[ W 18'-2" 3'6" 15'-9" 70, tY FIR DI I 2X1 2 RIDGE 38'-0" 12 10 12 —a3 SECOND FLOOR PROPOSED 2X10 CEILING JOISTS GRADE EXISTING FOUNDATION 2X10 RAFTERS BEDROOM J Q O w N w Z SC O 2X10 FLOOR JOISTS —-o -T Q LVL FLUSH BEAM !- TYPICAL SECTION Z � C1C o z -' W W = NTS z MASTER BEDROOM MASTER BATH zco 0 m CC x o 0 W W w C1 Z J W EXISTING FLOOR JOISTS � z 0 EXISTING BEAM U CL per. U 0 = EXISTING BASEMENT SCALE 1/4"=1'-0" DATE 5/01/11 EXISTING SLAB DRAWN BY PAB REVISIONS: SECTION A DRAWING NUMBER COPYRIGHT SPB DESIGNS 2011 - "3