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HomeMy WebLinkAbout0394 WILLOW STREET - Health 394 WILLOW STREET West Barnstable r i - r e A = 131 - 027 - 002 1 LOCATI 3Ll SEWAGE PERMIT- -NO. 93-971 VIItA`GE .� ids T ) INS.TA LLER S NAME - i ADDRESS -------------- e DATEe,,WM'lT ISSUED ' DAT E COMPLIANCE ISSUED t �• 4,r r it... i •. � �J� �i' �y� t,fr�.n r TOWN OF BARNSTABLE LOCATION 394 W I LL0W T'rReM-t" SEWAGE# 5 l "VILLAGE WE-5TJSgg5T3 &j9- ASSESSOR'S MAP&PARCEL.131 A doh INSTALLER'S NAME&PHONE NO.`APe"XDc CNTe:g6*SAS l(C. 50%-W17 0$$77 SEPTIC TANK CAPACITY (t®o 0 C-%4u 0,,J . i6J4 r LEACHING FACILITY:(type �T®C)Coo¢ c t�!(3rvS(size) E3 , 5 "19 NO.OF BEDROOMS 3 OWNER Wit Gou) STac- —, ;�P(M1APW Tkj S t 0420 / PERMIT DATE: '3 AG - AO C 5- COMPLIANCE DATE: -aZ O Separation Distance Between the: rnd-rrLt`)C*Q Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility f o $ Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) �J o� (o Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) � /� Feet FURNISHED BY 1.AQ6W.n D6 �b.�LZ4Ll� LLQ, A� A•3 1t�s ` �_3 (60e e Ass tigy Ae 5 Town. of Barnstable l P it 3, /001 Department of Regulatory Services �l C r+nrwernBt� P Public Health Division Date M g• .6.1 A Mai 200 M tree[,Hyannis MA 02601 • b nal+ � Date Scheduled t Time Fee Pd. —ZE ° Suitability ,Assessment for Se e Di ;� e Performed By:-MIGtR6L� Point=urEt_ C•t.t G.S.E. _ Witnessed By: LOCATION& GIENERAL INFORMATION Location Address C3 '1 ���110� Owner's Name 1 r l�j C`/� d� Address j�t 'l/ Lo Assessor's Map/Parcel: l t 0 Z-Z f OQ 2 En ineer's Name ( g 6,4 P-a'c(`.K C>'t��r�it 9C 661561'!cE((N' NEW CONSTRUCTION REPAIR V Telephone# �{'1 — 0 S 7-7 5a$ -2 71-6 37 7 Land Use IS- 501 Slopes Surface Stones N'A Distances from: Open Water Body MIA ft Possible Wet Area N A ft Drinking Water Well !1Sr6 ft Drainage Way N IA ft Property Line > 16 ft Other ft SIMTCII:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands rn proximity to holes) Parent material(geologic) (60144 W( Depth to sed-ock I aT2 Depth to Groundwater. Standing Water in Hole: .-,. Weeping from Pit Pttce Estimated Seasonal High Groundwater Iob­ -MORL tNVI DETERNUNATION FOR SEASONAL HIGH'WATER TABLE, Method Used: 9VOM" 061&40gnLvO Depth Observed standing in obs.hole: '7 _In. Deptli to soil tnottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well — Reading Date: index Well level Adj,factor, mpg A�j.Urt+Utidwnter Level PERCOLATION TE Sy NIA me Time Observation Hole# G ',,^' Tints at 9" Depth of Perc ei� 5t eU�- A-Vet y-J S Time at G' Start Pre-soak Time @ Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: V0 Additional Testing Needed(Y/N). /V Original: Public Health Division Observation Hole Data To Be Completed on Back--- ------- ***If pe>rcolation'•test isito be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:\S EPT1C\PERCFO RM.DOC DEEP.OBSERVATION HOLE LOG Hole# i Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,'Boulders. onsistency.%Gravel) A LoAmy sew 16 LOAMY SIQNO l0 Y,L s ho -7 1 IoB� C-2 L-*gON 1 4gro19 -4-vl VCb DEEP OBSERVATION HOLE LOG Vole#at a Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistengy,%Gravel) Ftw to AI — w- LoAmy sawn 10 AL sit — (d� - tH4� C'._1 $tt r Lpgvn 2,s �' lot" 1.14"-t93" C-2 boRMy 5*wtd DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sail Other Surface(in.) (USDA) (Munsell) , Mottling. (Structure,Stones,Boulders. Con i to c O e DEEP OBSERVATION DOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil . Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stoney,Boulders. Consistency, raYel) Flood Insurance Rate Map. 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? `(ES If not,what is the depth of naturally occurring pervious material?' Certification I certify that on 10_ -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 a experience described in 10 CMR 15.017. Signature Date f-/6 Q:49EPTICkPERCPORM.D0C J a No. �Q v FeeAb THE COMMONWEALTH OF MASSACHUSETTS Entered in co titer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYi>ation for Misposai �6pstrm Const uttion 3pErmit Application for a Permit to Construct( ) Repair()�) Upgrade( ) Abandon YComplete System ❑Individual Components Location Address or Lot No. 3 Coll ST Lrj,1�?' Owner's Name,Address,and Tel.No. S OK)IJ D O &5" T-/ Assessor's Map/Parcel '3 j o 0O tf ` D + a400 Installer's Name,Address,and Tel.No. 5 dQ -ct77_9 9-7 7 Designer's Name,Address,and Tel.No.S-68-,A 7 3-C 317 CAPUUA tit T 1�2t5LS C :'C �l�l�tl.lb�ttclJ�Tj�C Type of Building: Dwelling No.of Bedrooms Lot Size 1% l 5 A<—' sq-ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 337 gpd Plan Date -a <-a-Zp Is Number of sheets Revision Date Title 394 WluolOZ S'C&n T Bem1&,t�66C_E Size of Septic Tank 1 C)©n d_,QQ Type of S.A.S. � .502lB_4C k1 Q& Description of Soil L-o&" �S ��tt SGG ! CL 4t,) Mature of Repairs or Alterations(Answer when applicable) USA -3 tE.2ff� &E AC dt S ov,s�D� 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 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2.o ( ) . lT�� Date Issued No. �0 I f Fee t. +' THE COMMONWEALTWOF MASSACHUSETTS Entered in computer: �1 PUBLIC HEALTH DIVISION -TOWN OFBARNSTABLE, MASSACHUSETTS Application for.Miiposal 6pstem construction 3permit Application for a Permitto Construct(,) Repair(�) Upgrade( )'Abandon( ) YCompleteSystem ❑Individual Components Location Address or Lot No. 314 w 1 LW w ST 6j,13 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 1 3 1 Q OOa- w 4 y40,01 Installer's Name,Address,and Tel.No. 5 p2 —ch7—9 9 7 7 Designer's Name,Address,and Tel.No.508 97 3—0 3-17 CAi0EU-4'D;G crt-r- ac ZT„Ar— 153 Gv E-XX0-a 1-1,4 14 N {J W E, UAAEN-44 Type of Building: Dwelling No.of Bedrooms Lot Size 1 . 15 A<. sue. Garbage Grinder( ) Other Type of Building 4j_;- No.of Persons Showers( ) Cafeteria( ) Other Fixtures ` Design Flow(min.required) 330 gpd Design flow provided 3.37 gpd Plan Date s—,;[1 —010 1 S Number of sheets Revision Date Title 394 WIL4.0 g,) STkRi�" MESSY � IZX.ZST�f�C� Size of Septic Tank 0 opt) • n&J Type of S.A.S. �3)5p(I_Bk*j y6. G � Description of Soil L U&,"s " SEZ ]RL,�,) =` ' Nature of Repairs or Alterations(Answer when applicable) U-<l< I,�CIS'CtSy� ( _(�, 4j. Q6J _10 Ncyv A-60K ,TO (3) Syn Q4C41AJ U--bgik�G G Ac!S wrr-N Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in r accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of tf Compliance has been issued by this Board of Health. Signed Date 3—,R(P—aDl5 Y Application Approved by Date _� — 2( —4 J_ r"( Application Disapproved by Date for the following reasons Permit No. 0 Date Issued ------------------------------------------------------------------ --------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(x) Upgraded( ) Abandoned( )by (�A P E-(,J I U E. �- , " ;-, AK'-'S /•Lam.. at �3Q C1 (.U/(.0 0Qj S--rRe= W I t2-, j has been constructed in accordance y with the provisions of Title 5 and the for Disposal System Construction Permit No. U(S --055 }dated — 2 Installer d/Qpgo( jai= Q_Tf_W21SEg' LL.C__ Designer 1L #bedrooms 3 Approved design fl8w 3A gpd The issuance of is pe it shall not be construed as a guarantee that the system 11 Cti'n as d igned. c Date Inspector ` IL1� ) ---------------------------C------------ `---------------------------------------------------------------------------------------------- No. �� �� US �. ' Fee f d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(A) Upgrade( ) Abandon( ) System located at 39 q W/Lf—6kj STD k)iyCT c�LA_c:— 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:Cons ctionjmust be completed within three years of the date of this permit. Date / (1� Approved by j i - -- --- ----- ----- �y Town of Barnstable a� Regulatory Services M. Thomas F. Geller,Director M RARMAS OLE. ' Public Health Division r Thomas McKean,Director F-a 200 Main Street, Hyannis,MA 02601 Office: 508.862.4644 Fax. 508-790-6304 Date: y"z3—I Sewage Permit# ' ' Assessor's Map/Parcel NaP l3 ( E Installer& Designer Certification For pl otlt 27m gat 2. Designer: J C Ennioeecen�, Toc; Installer: Ca(?ew;de- 6vitececise_S `LC; Address: 2�3Y C(agb cy H6hw�T Address: i 53 Gomme-rcc-1 S4Qe.+ Easl warehAm N/} e2-536 NashPee., HA 02 6 4/ q Onj G4Qzwcdt_ C-4erQ«Se.S was issued a permit to install a (date) (installer) septic system at 311 Wl 11oW S4-ree+ based on a design drawn by (address) SC �r1�;n eecinc► Tv�G. dated Nwcln 2N 20 I S (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 \.'crc 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 nspected and the soils were found satisfactory. t� JOhIN L. � I CHUH"rCIL y U JR. Ibrr (installer's S attire) No 141807 A ner s Signatur (Affix esi e s mp Here) PLEASE RETURN O BARNSTABLE PUBLIC HEAI,TN I)JVLSION. CERTIFICATE OF COMPI..MANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS, BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. �'udl.�iimn�Waignorceflilicutin limn.do% ! - t bOft! ° nginee n c+orp.. CON U-TIVG- EN'GLNE�>R5` Sef^T Ttb C, . ..i , �Fa�hraet,'; eattdoaMA 02T,8,Q (;i0&)ffI2-Q434 Fai..(30� Ili T c . Client JC Engineering Job N;o Inst 15 3435 2854 Cranberry Highway: Date: 1/21/2015' t ` i East 1Nacehafi,MA 02538 Report No GS501,gA Rmect 3941hliflow Street,lNest,Bams Ie,MA i 'Corbiped Htrdlrometer and Sieve Analusis Report fi � ASTM D-422 Dry-Sieve:Anaysis. Hydro meterAMIVy is of:the Portion of the Total Sample Passrng.ff�e.#'10 Sieve - Sieve; °lo Pass :Size.• MM Sieve;, Srze "MM %:Pass;. 3 0„' °1'.00.0 76 100 Np::10': 2 00`OQO' 100 ,97,4 5' 4.6 No i$; 1.00000`` 91 30' 1/2"' 95.01 12 70Q, No:35 07,5.000.0 75 30 $18 941 9 51'0`; No,60 0 25`000 51 88 Nh 4 91 0' 4 760 No 140- 01'0500 25 80= No 10 86 6' 2 00:0 N0 270` 0 05300 15:`92 0 04:976 1480 ._ 0 03544'� 12:=80°: 0 Q2$.94: O:A2053.. 10580. 0 01462 O'0�1;041' 68A'' • . 0 0073.948:0: • �: 0 00'52fi 2:80` 0 00372� �280`; 0.00264 180 0 00136 1,;80 fetcent`of TotaC:Sample For.:Tnancie,Glassiflcation ' Retained-on.the..No. 10;Sieve� ;Based onMateralJpassing ttieNo..10:S eVe °-Retained ( hi) 13:4 %'Sand_ 84, °/g Silk: ;14�1 0 Y` PF ilil)J. Medekos: ( � , Technician_ Giiristopher M 1Nhite SE ,P E_ Laboratory,Directo' 444 ` tibbEEtsEng�n�ng carp. .: , Graph.of Grain Size Anaiysrs Using_ASTM D 422 .. GONSUL7W0 ENGiNEER3; _ . JG Engineering, Joti Ko ,Inst 15 3435 Date, 1/21/2015:' po 4 woo Passing #.:10 Sieve -�—Re rt No GS5019A Gravel Portion Curve' , #270t14b ( #35 #1$ #1 Q #q; vo 90: so: 1 8a. I' 7a. d ! 8It t7f 6a u 4a : i I � 3a a` 2a , S h i 10' {` G:ram S:i2e 10 wlllmeters BASEMENT FLOOR FINISH GRADE OVER D-BOX= 52.3'± FINISH GRADE OVER CHAMBERS= 53•0' - 51.0' PROPOSEDFILTER TO ABOVE GRADE GENERAL NOTE S ELEVATION= 60.7�± PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM REMOVABLE WATER-TIGHT COVER OVER 3/4"TO 1-1/2"DOUBLE WASHED WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE " STONE TO CROWN OF PIPE 1• UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS 4 SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY FINISH GRADE � OUTLET TO WITHIN 6"OF F.G. � " MIN SLOPE 1% 2"OF 1/8"TO 1/2"DOUBLE WASHED @ FND. EL.= 60.0± F.G. OVER TANK EL. = 5j9.3 ± 5 DIA. OUTLET(S) BOX TO F.G. (SEE NOTE#21) STONE OR GEOTEXTILE FILTER FABRIC APPLICABLE LOCAL RULES. f 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE " " I TOP OF SAS= 49.2' PLACE RISERS ON ALL DESIGN ENGINEER. EXISTING 4" PROPOSED 4" " 9"MIN. 3.8'MAX CHAMBERS WITH - 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE -- - �- ,SCH.40 PVC 4 PVC TEE 36 MAX. (sEE NOTE#22) BREAKOUT EL= 48.7� INLET PIPES TO 6"OF 4$.2 SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE FINISHED GRADE 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE-SHALL NOT BE LESS THAN 3"DROP MAX 6" 3" 3" 9" L=44�+- ELEVATION =48.T FOR A DISTANCE OF 15 FEET AROUND THE PERIMETER OF THE S.A.S., 2"DROP MIN MIN.SLOPE PROVIDE WATERTIGHT o UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST 5 FEET FROM S.A.S.AND T4"PVC -JOINTS(TYP.) � a��14 'IN FROM 13" " &0'-� PTIC TANK 4"PVC OUT TO � � 0 O � � � � � � 0 0 O THE TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE LEACHING FACILITY Tpo 0 0kD p 5. SLOPE ALL SOLID PIPE AT 1.0/° MINIMUM. SPECIFIED DROP BETWEEN jx 12" 6" op o o 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. INLET AND OUTLET CONTRACTOR " CONTRACTOR SHALL OUTLET TEE 48.60' MIN. 48,43' 2' p 0 o o p pp 7- LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK SHALL VERIFY SIZE 48 VERIFY CONDITION OF FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS AND CONDITION OF EXISTING TEES GAS;BAFFLE 6"CRUSHED STONE 00 mop pp NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF EXISTING SEPTIC AND REPLACE AS p 0 0 0 0 0 o b D O D O p HEALTH AND DESIGN ENGINEER. OVER MECHANICALLY o _ TANK NECESSARY COMPACTED BASE M 8. -ELEVATIONS BASED ON APPROXIMATE MEAN SEA LEVEL DATUM. BENCHMARK ELEVATION 5 3.0' 8.5-(TYP) 3.0' 0, 3.0- OF 60.00' ESTABLISHED ON THE CORNER OF A CONCRETE PAD AS SHOWN ON PLAN. OUTLET DISTRIBUTION BOX 4.83 TO BE INSTALLED ON A LEVEL STABLE 31.5' (TYP.) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BASE. FIRST TWO FEET OF OUTLET THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT GROUND WATER ELEV.= 41.8 MOTTLING PIPES TO BE LAID LEVEL. 46.2 10.83' 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY EXISTING 1,000 GALLON CONCRETE SEPTIC TANK 3 - 500 GALLON H-20 CHAMBERS 4'MIN• CHAMBER END VIEW DISCREPANCIES TO THE DESIGN ENGINEER. CROSS SECTION VIEW TYPICAL CHAMBER PROFILE (H-20) 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE *CONTRACTORTt?VERIFYEXiSTiNGELEVAT90NiRi4R SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL CHAMBER DETAILS � WATERTIGHT. TO ANY WORD& NOTIFY 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 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM = APPROPRIATE AUTHORITY. TEST PITaDATA { PER 12. C NO 4620 ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H 1010ADING UNLESS ' m 1 LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL `" A�`a '�� • , ` !1 sr ' s INSPECTOR: Donna Z'. Mioraindi, RS WITHSTAND H-20 LOADING. EVALUATOR: Michael Pimentel, EIT,CSE •,, 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. C.S.E.APPROVAL DATE: Oct. 1999 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE DATE: January 16, 2015 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. NI)n4 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, TEST PIT#: 1 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). EXISTING HC-1 .• =F`- ELEV TOP= 50.8' 3-BEDROOM - ' , ' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN DWELLING ELEV WATER= 41.8' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. BFE =60.T± 16. PROPOSED PROJECT IS LOCATED WITHIN: y, �, ,.} " ►. PERC RATE= see sieve results below ASSESSORS MAP 131 BLOCK 027 LOT 002 w DEPTH OF PERC= N/A " '., ( OWNER OF RECORD: JOHN G. DOHERTY,JR.,TRUSTEE TEXTURAL CLASS: 1 WILLOW ST FIDUCIARY TRUST i /� t+ LOCUS. ' 1 >cf) . 7�8, �' :.5s ► ;* ADDRESS: 47 WAREHOUSE ROAD YO (2) + ' F v; , HYANNIS, MA 02601 m MAP 131 p ��> 0 011 50.8 O _s "k FEMA FLOOD ZONE X Z r Fill AS SHOWN ON COMMUNITY PANEL# 25001CO534J Q BLOCK 27 } O .. �,r`' 6" 50.3' • LOT 001 } 4.v ` : a A Loamy Sand 17. PLAN REFERENCE: PLAN BOOK 362, PAGE 30 :• O a . a � ,�, . 10 YR 3/1 18 DEED REFERENCE- DEED BOOK 15484 PAGE 165 (4) -: i �:" 10" 49.97' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. / 4 20. PROPERTY LINE INFORMATION IS APPROXIMATE ONLY. THIS PLAN IS TO BE USED ONLY WELL � � �, � � : � .� g Loamy Sand - ( � ,, . , ,� � � 10 YR 5/8 ASSUME A LIABILITY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASS ANY L EXISTING 1,000 GALLON �cn FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. " 45.3' J S '' 66 21. A 4"PERFORATED SCH.40 PVC PIPE SHAD BE PLACED IN A VERTICAL POSITION TO A a <C//,O ss°2S, SEPTIC TANK TO BE I� �4 UTILIZED IN THIS DESIGN I " = `' C-1 Silty Loam DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A '�- �� S k' TQ34 , 00"F° fQ4 st'� �" 2.5Y.7/1 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 4(iq / 3 / h DRIVEWAY o __ w., a .. „� _ . ww -- _ J __ x ... x n 22. F. . .„ Mottle 1l18 IN ACCORDANCE WITH 310 CMR 15.401 15.405;THE FOLLOWING _.. .� , n o f j / n . ... ... . ,� .. Q - s @- 1 8' �R�DE.�ti._x r IC Y_ '' SWING-TIES _SCALE:: 1 20' - 108 - 4 APPROVALS ARE REQUESTED FROM 310 CMR 15.221 7 : q� ' ,. oo ©� / j c t Wipeping @ 114 0� z I ( ) J Z .� I � / HC-1 HC-2 � �k� ^� <_ �, � -� 114 � '41.3 (1.)A 0.8 WAIVER(3.0 -3.8)FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. v �o m ! Q DESCRIPTION _5,., _#ram , 144" 38.8' 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE O `�' o £ /� PROPOSED 4" PVC VENT`PIPE; / _ APPROVAL IS REQUESTED FROM 310 CMR 15.104 8�15.105: �,�� EXACT LOCATION PER OWNER/J CORNER OF STONE(1) 56.8' 62.5' (1.)A WAIVER FROM CONDUCTING A PERCOLATION TEST AND INSTEAD PROVIDE A SIEVE CORNER OF STONE(2) 67.6' 72.6' C-2 Loamy Sand ANALYSIS IN ACCORDANCE WITH TITLE 5 ALTERNATIVE TO PERCOLATION TESTING LOCUS PLAN ���/ ; MAP 131 / 2.5Y 6/6 GUIDANCE FOR SYSTEM UPGRADES. o h� / / ( / Ira 24. THE FOLLOWING LOCAL VARIANCES ARE REQUESTED FROM THE TOWN OF BARNSTABLE'S QQ' oo BLOCK 27 , o N 6.� ' �q / /v CORNER OF STONE(3) 72.1 68.7 SCALE: 1"= 1000' CHAPTER 397: WELLS REGULATIONS; SECTION 397-2: LOT 002 �o co , i o `Z' 192 34.8 O I co `O � / /<uv CORNER OF STONE(4) 62.1' 57.9' (1.) A 17.4-VARIANCE(150.0-- 132.6')FOR THE SETBACK FROM THE PROPOSED LEACHING _ q0<v ,�Q,yq`0 AREA= 1.15 AC. ± / �� I // /� No Standing,Weeping or Mottling Observed FACILITY TO THE EXISTING WELL LOCATED AT 394 WILLOW STREET. #394 ,�� `� Cn DESIGN DATA TEST IT DATA EXISTING / / '� / sssa PERC NO. 14620 LEGEND / r I i h / 7O, INSPECTOR: Donna Z.Miorandi, RS ` 50xO' EXISTING SPOT GRADE GqS ' 3-BEDROOM / / I / M / ;� / / 220 ?g.0 NUMBER OF BEDROOMS (DESIGN) 3 DWELLING / o' / p9 ` - - - 50 - - - EXISTING CONTOUR � / O , EVALUATOR: Michael Pimentel,EIT,CSE TELE BFE =60.T± i / I / O F DESIGN FLOW 110 GAUDAY/BEDROOM TELE TELE / / C.S.E.APPROVAL DATE: Oct. 1999 TOTAL DESIGN FLOW 330 GAUDAY 50 PROPOSED CONTOUR DATE: January 16,2015 o _ 660 50 PROPOSED SPOT GRADE �_ / I DECK � �/ �/ ��'" � / � / � DESIGN FLOW x 200 /° - GAUDAY TEST PIT#: 2 370. I- - -- _ ELEV 50.8-/ USE EXISTING 1,000 GALLON SEPTIC TANK - E/T/C EXISTING OVERHEAD WIRES SS ?AO 64' .�fREELIN�lP) ELEV WATER= 41.8' GAS EXISTING GAS LANE -63 -62 ---_ j CO PERC RATE= N/A TELE EXISTING UNDERGROUND TELEPHONE LINE MAP 130 r DEPTH OF PERC- NIA W W EXISTING WATER LINE i �� 1 / � � � � _� so 8' INSTALL 3 - 500 GALLON CHAMBERS L / / TEXTURAL CLASS: 1 LOT o06 1 ,� l��• � � � � � - __ _I - -- -- - - _._. , __ SIDEWALL CAPACITY TEST PIT LOCATION Comer of Concrete Pad REMOVE ALL UNSUITABLE MATERIAL (LENGTH + WIDTH) (2 SIDES) (THIGH) (0.66 GPD/S.F.) = GAUDAY \ Elev. =60.00' / %„' ��i DOWN TO"C-2"SOIL 8�REPLACE w/CLEAN (31.5'+ 10.83')(2 ) (2' ) (0.66 GPD/S.F.) = 111.8 GAUDAY 0„ 50.8' -�,-( i EXISTING 1,000 GALLON SEPTIC TANK Approx. M.S.L. � "' �/ COARSE SAND PER 310 CMR 2.555(3) Fill PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE PROPOSED 3-500 GALLON H-20 BOTTOM CAPACITY 6" 50.3' LEACHING CHAMBERS WITH AGGREGATE (LENGTH x WIDTH) (0.66 GPD/S.F.) = GAUDAY A Loam Sand y ❑ PROPOSED H-20 DISTRIBUTION BOX (31.5'x 10.83') (0.66 GPD/S.F.) = 225.2 GAUDAY 10 YR 3/1 EXISTING LEACHING PIT TO BE / / PROPOSED INSPECTION PORT 10" 49.9T PUMPED, FILLED 1.>'VITH CLEAN / COARSE SAND & ABANDONED / 1 � \ Loamy O PROPOSED 500 GALLON H-20 LEACHING CHAMBER TOTALS: B L1 o YR 5/8d PROPOSED / , REV. DATE BY APP'D. DESCRIPTION DISTRIBUTION BOX \ / !r I TOTAL TOTAL NEACHING AREA UMBER OF CHAMBERS 510.6 SQ.FT. 66" Silty Loam 45.3' RESERVED FOR PROPOSED SEPTIC SYSTEM UPGRADE J t ty am BOARD OF HEALTH USE 01� TOTAL LEACHING CAPACITY 337.0 GAL./DAY C-12.5Y 7/1PREPARED FOR: �08 Mottling @ 1 1 " 41.8, CAPEWIDE ENTERPRISES 114°' Weeping @ 114" 41.3' SIEVE ANALYSIS RESULTS 144" 38.8' (Soil sample taken from C2 soil in TP1) LOCATED AT W Loamy Sand WILLOW STREET SAND s4.1°i° C_2 WEST BARNSTABLE MA SILT 14.1% 2.5Y 6/6 � CLAY 1.8% SCALE: 1 INCH = '20 FT. DATE: MARCH 24,2015 192" 34.8' L1:11���, NOTES: PER TITLE 5 ALTERNATIVE TO � �- H OF Nqs$ o �0 20 ao ao FEET .: !No Standing,Weeping or Mottling Observed �� �P s9 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. PERCOLATION TESTING GUIDANCE e`�o�� c� v JOHN L. PREPARED BY: FOR SYSTEM UPGRADES •r a 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO (EFFECTIVE DATE: MAY 3 2006) CHURCHILL JR. JC ENGINEERING INC. ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD CIVIL ' UNDER POLICY BRP/DWM/PeP-P00-4: o.4t 7 OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. SOIL TYPE: "UNCOMPACTED" , ,�� � i 2854 CRANBERRY HIGHWAY EFFLUENT LOADING RATE F09y-� o>�SP}I c(h�l ' FOSA �� EAST WAREHAM, MA 02538 3.) ALL PROPOSED WORK IS LOCATED OUTSIDE THE LIMITS OF THE ESTUARINE WATERSHEDS AND DEP SITE PLAN CLASS 1, 0-85%SAND- .66 GDP/SF 508.273.0377 APPROVED ZONE 2. SCALE: 1"=20' ASSUMED PERC RATE=8 mpi Drawn By: BSM Designed By:BSM Checked By:JLC JOB No.2992