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HomeMy WebLinkAbout2444 MAIN ST./RTE 6A(BARN.) - Health '2444 MAIN STREET Barnstable A = 237 - 044 TOWN OF BARNSTABLE LOCATION I+4q- tU10 ST (A7�� SEWAGE# 01 C® VILLAGE ST _ ASSESSOR'S MAP&PARCEL )3�ld" INSTALLER'S NAME&PHONE NO. JAPE itD L/E5t,,n6iPx 56,—% ULr- SEPTIC TANK CAPACITY l '500 LEACHING FACILITY:(type)C �00 C-4,L <iJ (size) Q1!5 NO.OF BEDROOMS (D e$(6e A AL tv PEu't��cZ v) OWNER IKk5S AC140sms Atlo aatfvy PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Nd C�rQOvviD Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility _' Feet Private Water Supply Well and Leaching Facility(If any wells exist on f site or within 200 feet of leaching facility) tJ/A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within + 300 feet of leaching facility) CY-1 Feet FURNISHED BY (24F1*J`1DE 6WZ@ZPQJ—<isK L-r--. W co o w - s v�NT . 5 C.1 1 4r to ,e w y c l No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Disposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(k Upgrade( ) Abandon( ) XComplete System ❑Individual Components Location Address or Lot No. oA44L( MAID 57, MT�L)0 Owner's Name,Address,and Tel.No. VlumwHA55 A0008aN Scx*t g7V Assessor's Map/Parcel a37 O �r ® A Installer's Name,Address,and Tel.No.5 pg-C f 77- %817 Designer's Name,Address,and Tel.No.508-a73-63T`j j"a 15. � t� Type of Building: (M(sJ 3 ?67.-vi-A t.F V) Dwelling No.of Bedrooms ;]L Lot Size 51913 740 -- sq.ft. Garbage Grinder( ) Other Type of Building RO:S ep&X_7"&g_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) M tO PEIg VITI-E✓ 33 gpd Design flow provided 3(O i,s,.5 gpd Plan Date l f®--A0 l sr Number of sheets Revision Date Title A�,t�C� a�Z" Size of Septic Tank ype of S.A.S. Description of Soil L= " P Nature of Repairs or Alterations(Answer when applicable) US 5ca r1& TANK TO N 6� 14- aQ 6 -3 0 s ue (3) 500 G4 LI. OXJ 1-do L,O4C�-tLx "AAABa� Wrr1f A' OF 4C60Z:Q_ 0(:7iZ_ o&� GaUbS A&Z q 'oPAATE 6-1�) 58Dipz 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-'X3 -A cp Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued No. ��" ,. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplication for Disposal 6pstrm Construction Permit Application for a Permit to Construct( ), Repair(k Upgrade( ) Abandon( ) XComplete System ❑Individual Components rr,.. Location Address or Lot No. a414k Mot (N 5T, SA4?�)r Owner's Name,Address,and Tel.No. \ V I(, HA55 A00o&tJ Soar�! Assessor'sMap/Parcel a3 O 5oorr4 as*r Ai Installer's Name,Address,and Tel.No.,j p,R-q'77..$8'�7 Designer's Name,Address,and Tel.No.$og-a-�3-63-7 CdP�t�rl>rc NT1�CP�e1SbS ccrC_ 3C4S?1jCzt#-61 L4 =PG- !S ei 5 Type of Building: (Mt Q 3 *f7c.E V� Dwelling No.of Bedrooms a Lot Size sq.ft. Garbage Grinder( ) Other Type of Building RtFS Q*- No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow(min.required) ti11eJ P*':R TITLE✓ ':�(j gpd Design flow provided , (21,s,5 gpd Plan Date (o ..010 1 S Number of sheets Revision Date Title 44 N A4 f N Size of Septic Tank '' Type of S.A.S. �1� �y�!_(-�-�(� C dAmDmn Description of Soil L d --Nature of Repairs or Alterations(Answer when applicable) U$G 5�y L 1�4�JK 7-0 N 61.t>' N- A - BK So�C- XJ t--E-�:o (�t�4d�-luG— C�RAO r,Br� 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 Healtl%Mf r Signed Date Application Approved by--,.,. Date t Application Disapproved by Date for the following reasons - Permtt No. 0 d 1b Date Issued ' - a - --=_------------------------------------------------------------------- ------ ------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS F Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(x) Upgraded( ) Abandoned( )by 014swIye G-VIS (SES L,-C— at A qqy M Al 0 S-T- 6AIQZr �[�QEff7` � has been constructed in accordance _ ' C- with the provisions of Title 5 and the for Disposal System Construction Permit No.a G/s�(}l b dated J -11 Installer tom€ G �AJs�S LLJ. - Designer�.`�'(r��:,���j1UEa-� tJt1[� �- #bedrooms Approved design flow 3-14 gpd The issu e of his permit shall not construed a a arantee that the system&Inction a,desj the t� -Date .+ Inspector /J Ilk: r ---------------------------------------------------- -: -------- - V - - No. do 1 S — b(G Fee ( C/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS Misposal ,*pstem Construction VPrmit Permission is hereby granted to Construct( ) Repair( )� Upgrade( ) Abandon( ) System located at c2 A I�) S T (•;AIW5T48 LE-7 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:Construction must be completed within three years of the date of this permit. ) �) Date � �L � Approved by �•l`-'r�-._ - s Town of Barnstable Regulatory Services Thomas F. Geller,Director Public Health Division ►` 6cMa Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: y' g" 1.5 Sewage Permit# i' c t Assessor's Map/Parcel XV/yy Installer&Designer Certification Form Designer. SC E!23 0 e eti 0q_ T n c. Installer: L L G Address: ZL.5y Cconbe� NIShwOV Address: t 5$ Comme,cce,t 54reelf East u�c��ehArn I HA oi:38 Has�Pe.e Hlt OZ(a I/ On Z' ��' �� G4Qewjde. EnterpttseS was issued a permit to install a (date) (installer) septic system at Zyyy tiatn streek based on a design drawn by (address) �C Eronloeer(oS , Tglc. dated ?anuorr 61 ZaiS (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 ' .nspected and the soils were found satisfactory. ,(NoF+I�C- JOHh►. ICHUH:NI"L s , _ CIVIL Installer's Si' ture) �~ No a1a�y W. 04 wu esigner's Signatur (A I)011esigWe r s mp Here) PLEASE RETURN J O BARNSTABLE PUBLIC HE H DIVISION. CERTIFICATE OF COMPLIANCE MM NOT BE ISSUED UNnL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. 1,,rm,�J:;i_ncrc:ruf:o,ion rurm,doc , TIBBETTS ENGINEERING'CORP. 3090 Aeushnet Avenue 716 County Street- 'DATE. New Bedford,Ma 02745 Taunton,Ma 02780 U/W/20 14 (508)998-3700 (508)822+6934 JOB NO. rmunroe@a tibbeusengineeringcom .kbrogers @tibbeftenV'ricening.com In5t.14-3410 www.tibbettsengineering.com- ATTEN ITON TO JC Engineering �: 2444:Main Street 5 Roundhill Blvd Barnstable,AU East Wareham,MA 02538 WE ARE SENDING YOU .Attached ❑Under.separate>cover via the following item: Shop Drawings, ❑Prints ❑ Plans Samples Specifications ❑ Copy of Letter ❑ Change order FRI REPORTS COPIES DATE NO: DESCRIPTION l Combined Hj droineter and.Sieve Analysis-Test Report with Graph:GS4329A THESE ARE TRANSMITTED as checked below: ' ❑ For approval ❑Approved as submitted. ❑:Resubmit copies for approval ®For your use ❑Approved'as noted ❑ Submit - copies for distribution ® As requested El Returned for corrections .Return corrected prints ❑ For review and comment ❑' ❑ FORBIDS DUE' ❑ PRINTS RETURNED AFTER LOAN TO US TYPE OF DELIVERY: ❑ UPS ❑ FEDERAL EXPRESS CERTIFIED MAIL 0 'PRIORITY MAIL ❑ EXPRESS MAIL ❑ FIRST CLASS MAIL .' ❑ HAND CARRIED PICKED.UP BY CLIENT REMARKS: ATTN TO: SIGNED:. Philip J Mederos • i t 4 �M T tibbetts Enginee! ng core. Graph of Grain Size Analysis Using ASTM D-422 CONSUL-nNG EN1,114CERS tlecw�q'lu.n T.a�uc W�W)t0 4.1:U�G3]E>S Ps.t,.nU ep615t� JC Engineering Job No. Inst.14-3410 Date: 12/212014. Material Passing#10 Sieve +—Report No.GS4329A -Gravel.Portion Curve #270 #140 #60 #35 #18 #10 #4 3/811/7 10- 3 0 1�� 100 f I � � � E i 90 ! r 90 f _ € 80 ! 70 CAI T l 1 50 i 50 LL 40 40 I . _ 30 � t CL 30 I - i I I is [ i 20 , I ---- T- ----.. - 20 E 10 i t I I ----- --- 10 Err 0 0 0.001 0.010. 0.100 1.000 10.000 1,00.000 Grain Size in Millimeters =w iibbc-ttS EnginEEring core. CJNSULTING ENGINEERS 716.CauniySCreek.Taur¢onMA 02.790. TO.(508)822-6934 Far..(M.8)SM7811 - Client: JC Engineering Job No. Inst.14-3410 5 Roundhill Blvd. Date: 12/2/2014 East Wareham,MA 02538 Report No GS4329A Project:. 2444 Main Street,Barnstable,MA Combined Hydrometer and Sieve Analysis Resort ASTM D-422 Dry Sieve Analysis Hydrometer Analysis of the Portion of the Total Sample Passing the#10 Sieve Sieve % Pass. Size MM Sieve Size MM % Pass, 3.0" 100:0 76,100 No. 10 2.00000 100.00 1.01, 100:0 25.400 No. la 1.00000 92.08 1/2" 97.7 12.700 No. 35, 0.50000 76:90 3/81' 96.8 9.510 No.60 0.25000 58.20 No.4 95.1 4.760 No. 140 0.10500 35.44 No. 10 91.6 2.000 No. 270 0.05360 24.04 0.04887 22:80 0.03494 18.80 0.02873 16.80 0:02046 14.80 0.01452 1280 0.01034 10:80 0.00736 8,80 0.00524 580 0.00373. 3r80 0,00265 2.80 0.00137 0.80 Percent of Total Sample For'Triangle Classification_ Retained on the No. 16Sieve Based on Material passing the No. 10:Sieve: % Retained(2mm) = 8.4 °Sand 76.0. %,Silt 22.2 %Clay- 1.8 Remarks: Philip J. Medeiros Technician Christopher M. White S.E.,PZ. Laboratory Director APPLICATION FOR /PERCOLATION TEST AND OBSERVATION PITS LOCATION DATEZ�+����� VILLAGEa"� FEE-" oa APPLICANT �TELEPHONE (Non-refund abler TELEPHONE NOADDRESS NO. � �� ENGINEER DATE SCHEDULED �• (Applicant' s signature AS �tAP 6: LOT NO ��.•!�Y SOIL LOG E DATE / '" �` �� TIME ' SUB-DIVISION NAM �� �- _ _ENGINEER ? EXPANSION AREA: YES_NO � BOARD OF HEALTH TOWN WATERZRIVATE WELL EXCAVATOR name etc. ,dimensions of lot, exact location of test holes and SKETCH: (Streetroxi Y percolation tests, locate wetlands NOTES: A- Zo6 - \ . R 2 �Q p•G Lt�'15 TI ON: u -- PERCOLATION RATE: NO ELEVA ELEVATION: TEST HOLE : TEST HOLE NO: << 1 o z . Y/2 1 2 say, A �3 S•L. y(? lv may, 7 4 s t3 I2p�� 4 /►'4c�'!" �3 Z.9v �°`� �.go -4s CZ L fi 9 (oo$�� 10 i 10 f C 11 1y 12 1213 13 14 14 15 1 15 16 16- PITS SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING TRENDHESL� NcXa��J UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NUMBER ASSIGNED ON PE NOTE: ENGINEERING PLANS MUST SHOW O BOARD OF TEST HEALTH APPLICATION TO ORIGINAL: COMPLETED IN ENT R T Y P A D TURNED rnr,Y RRTATNED BY APPLICANT vie Town of Barnstable P# Department of Regulatory Services Public Health Division Date MAIM �A i�19 f 200 Main Street,Hy his MA 0260 Date Scheduled_ Time Fee Pd. Soil Suitability Assessment for S w I)is osa - .Q Performed By: I �'Z( e 01 e_n tL1 1 6-7 T 1 C Witnessed By: LOCATION& GENERAL INFORMATION Location Address a444 MAt0 ST (F,T (qA) Owner's Name Mft$$, ALrDU50 Oei� fa g aO S sc>v7T4 ( Address iA NCoc- .) , Mr4 Assessor's Map/Parcel: .. t -7 ! O Engineer's Name (2AP&WtDe-_ FUwkzt'S NEW CONSTRUCTION REPAIR 3G E'�Jt�ecair� Telephone# Land Use S'^q�C �A/'ql� (�h1Q1�'�r�. Slo es % 57 —-10 _ .WOK-273 ci377 �- P ( )— � Surface Stones - Distances from: Open Water Body ft- Possible Wet Area�!100 ft Drinking Water Well — ft Drainage Way — ft Property Line ft Other — ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fin proximity to holes) 6 e.e A j'r c,c I.e d 'PIU�, Dw2 � �R two. 0 tin «3'3A as Parent material(geologic) Q 11! )' 1.�.� Depth to Bedrock _ M. V. Depth to Groundwater. Standing Water in Hole: Weeping froth Pit Fn@e Estimated Seasonal High Groundwater i S DETERMINATION FOR SEASONAL HIGEI WATER TABLE Method Used: D'.rct r 0 6eej-k-­A ' - Depth Observed standing in obs.hole: i t S 6 �q S In, Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment Index Well# Reading Date: — Index Well level " Adj,factor, �� Aaj.Glraundwuter Level<, PERCOLATION TEST Date Time Observation Hole# ^ Time at 9" _ 15 Depth of Perc j C v /�`Y S Time at G" Start Pre-soak Time @ Ss V M L D ! E 9-G R ATE 'rime(9"-6") End Pre-soak $ qYl Q t ":) Ci I CC S S SO i Rate Min./Inch . • I r Site Suitability Assessment: Site Passed y 5 Site Failed: Additional Testing Needed(Y/N) N Original: Public Health 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:\S EPTIC\PERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# 1 ,- Z ; Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottlin• g (Stnucture,.Stones;Boulders. onsistency.%Gravel) F � L'L LOAMY 5AN3) 2,S-Yr 6/6 DEEP OBSERVATION HOLE LOG Hole# , Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsisten % 1j 1 b i 7� CC LtL DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con i to c Gravel) I i DEEP OBSERVATION HOLE LOG Vole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Cons' ten 't Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No X Yes _ Within 100 year flood boundary No.,X— Yes . Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout they area proposed for the soil absorption system? S If not,what is the depth of naturally occurring pervious material? Cetctifiication I certify that on &-r Z 7,1111(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 a3ifflexperience described in�10 CNR 15.017. Xr- Signature Y Date Q:1SEl'TICAMRCFORM.DOC l _ — ' FINISH GRADE OVER D-BOX= 37.8 + FINISH GRADE OVER CHAMBERS .5' .0'- 39= 37 FILTER TO ABOVE GRADE T.O.F. EL.= 40.5± OVER SYSTEM PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. 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 OUTLET TO WITHIN 6"OF F.G. 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY 2"OF 1/8"TO 1/2"DOUBLE WASHED FINISH GRADE 5" DIA. OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE#21) STONE OR GEOTEXTILE FILTER FABRIC APPLICABLE LOCAL RULES. @ FND. EL.= 39.5'± F.G. OVER TANK EL. = 37.8'± ----- ---- -- -- - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE (33.37 ) PLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" 4.4' MAX. (32.37') TOP OF SAS = 33.0' CHAMBERS WITH 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 4" (SEE NOTE#22) , 6.0' MAX. ' INLET PIPES TO 6"OF SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE SCH. R PVC 32.0 (SEE NOTE#22) BREAKOUT EL= 32.5 FINISHED GRADE 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN SEWER PIPE _ 32.87' -- 6�3" 3� DROP MAX 3" g" L-61'± ELEVATION = 32.87' FOR A DISTANCE OF 15 FEET AROUND THE PERIMETER OF THE 2 DROP MIN MIN.SLOPE�t% PROVIDE WATERTIGHT S.A.S., UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST 5 FEET FROM S.A.S. 10" T4" PVC IN FROM � JOINTS (TYP.) �p O AND THE TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 14" (35•26') PTIC TANK 4 PVC OUT T TOILITY o O 0 0 � p p 5. SLOPE ALL SOLID PIPE AT 1.0/o MINIMUM. (35.55 LEACHING pp 0 0 pp 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. " p 00- CONTRACTOR CONTRACTOR SHALL 32.42' MIN. 6 32.25' 32.57' 7• LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE ( ) 2 p 0 0 0 0 0 0 °° pp pop FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS CONTRACTOR TO PROVIDE AND CONDITION OF EXISTING TEES GAS BAFFLE (32.73') 6"CRUSHED STONE 00 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF SPECIFIED DROP BETWEEN EXISTING SEPTIC AND REPLACE AS o 0 0 = 0 0 0 0 0 001 _ pp D O D O o HEALTH AND DESIGN ENGINEER. INLET AND OUTLET OVER MECHANICALLY o8. ELEVATIONS BASED ON APPROXIMATE USGS DATUM. BENCHMARK ELEVATION OF 38.00, TANK NECESSARY COMPACTED BASE 2 0' 2.0' 8.5'(TYP) - 4.0' 4.0' ESTABLISHED ON A NAIL SET IN A TREE AS SHOWN ON PLAN. 5 OUTLET DISTRIBUTION BOX 4.83' TO BE INSTALLED ON A LEVEL STABLE 29.5' (TYP.) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BASE. FIRST TWO FEET OF OUTLET <24.8' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 30.0' GROUND WATER ELEV.= 12.83' 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY PIPES TO BE LAID LEVEL. DISCREPANCIES TO THE DESIGN ENGINEER. (30.37') 3 - 500 GALLON H-20 CHAMBERS 4'MIN. CHAMBER END VIEW AS-BUILT 1 ,500 GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE SEPTIC TANK PROS= u ��}} �+ (� ('��/ TYPICAL CHAMBER PROFILE (H-20) CHAMBER WATERTIGHT. 'CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR H-GO DISTRIBUTION BOX DETAIL DETAILS 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM �yJ }�r,� yl�{. I�`• TEST T D APPROPRIATE `t" ' "^.'°°°Is{ •.• Y "'''fit . ♦'7.,•16• ' Y s . ' / -'� L�w?�•;!r;� ... •'• . • ;;=:,; ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS PERC NO. 14532 �'"" ..* •• •�'`c��.t •- LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL ,. ••'? INSPECTOR: Donna Z. Miorandi, IRS WITHSTAND H-20 LOADING. rr �1© " EVALUATOR: Michael Pimentel, EIT, CSE 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 4 �'� C.S.E. APPROVAL DATE: Oct. 1999 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE \ WEj� �\y� - ~ DATE: NOVEMBER 3, 2014 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. EpGE OF �y''o, s���� • TEST PIT#: 1 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, m �a� _ - FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ELEV TOP= 37.8' o "" - 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN � � � • ELEV WATER= <24.8' _ SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. >•w �\\\Hs9• MAP 238 r _ - 6 PERC RATE = see sieve results below 16. PROPOSED PROJECT IS LOCATED WITHIN: PARCEL 005 " - ASSESSORS MAP 237 PARCEL 044 J u� - DEPTH OF PERC= N/A \ Hs • s �u, _ TEXTURAL CLASS: 1 �. • OWNER OF RECORD: MASSACHUSETTS AUDUBON SOCIETY INC. ADDRESS: 208 SOUTH GREAT POND LOCUS _ r� �� LINCOLN, MA 01773 17 LID ``� CB/DH y�� �sao� - a u 0" 37.8' FEMA FLOOD ZONE X Fill AS SHOWN ON COMMUNITY PANEL# 25001CO554J \ _ - 22 �' ?z MFHT ',-' °e • Cl TPf� 4" 37.5' 17. PLAN REFERENCE: L.C. 35874-B (LOT 2) -25 _ MAP 237 �\\s3�?�' Q © � 18. DEED REFERENCE: CERTIFICATE#152623 gyp, _ - PARCEL 044 ea���s ,. 0 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. <,q�`. - BEND ._ _276 AREA= 1.34 AC. ± �' �k �� { ) �* f a • 6 F� AS BUILT SWEEPING I - ' _ _28` 50 •Y a C_1 SILT LOAM 20• PROPERTY LINE INFORMATION IS APPROXIMATE, ONLY. THIS PLAN IS TO BE USED ONLY F�SFT 29- _` , ` MAP 238 .pry © �, a 10Yr 3/3 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY »� FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. _ 30- _ _ ` , PARCEL 005 N WAY ��� °` EXISTING LEACHING SF� , - " , __32_` - , LOT 001 (40'WIDE LAYOUT) • 4 21. A 4" PERFORATED SCH. 40 PVC PIPE SH�:LL BE PLACED IN A VERTICAL POSITION TO A PIT AND CESSPOOL TO ;_ - , - _ _ -33_ _ - v DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A BE PUMPED, FILLED , - - _ - _ s83.3Z42 W • 96" 29.8 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. elk WITH CLEAN COARSE ` - , - -35 - _ - _ � 78 06 0 * 22. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE SAND & ABANDONED APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7): 7 - � LOAMY SAND (1.)A 3.0'WAIVER(3.0'-6.0') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. � � C-2 \�.,.� \ _ _3 2.5Y 6/6 (2.)A 1.4'WAIVER(3.0'-4.4') FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX. -36-- 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE - LOCUS PLAN APPROVAL IS REQUESTED FROM 310 CMR 15.104&15.105: TYP OF KEY PLAN (I.)� ,3�' 1. A WAIVER FROM CONDUCTING A PERCOLATION TEST AND INSTEAD PROVIDE A SIEVE \ \ \ 1 1 L,l / / (• /" - SCALE: 1"= 1000' ANALYSIS IN ACCORDANCE WITH TITLE 5 ALTERNATIVE TO PERCOLATION TESTING \I /• / rn #2444 i , �3$ SCALE: 1" =60' 156" 24.8' GUIDANCE FOR SYSTEM UPGRADES. CB/DH 1 1 I 1 I I I II / V `' EXISTING _ - No Standing, g w N I1 1 I I \ I 1 �• 2-BEDROOM -39'• SILT FENCE Weeping or Mottling Observed Q 1 1 1 1 I 1 ( \ \� DWELLING .��. \ DESIGN DATA TEST PIT DATA LEGEND 1 \ V \ \\ w \ TOF =40.5'± / r 40 ` - w 1 4" - °� w �� - PERC NO. 14532 ACTUAL ELEVATION "AS-BUILT" w� w 1 awl x� �qP AS-BUILT SWING TIES (SCALE. 1 - 20 ) NUMBER OF BEDROOMS DESIGN 3 MIN. PER TITLE 5 INSPECTOR: Donna Z. Miorandi, RS (50.00 ) 1 5" \p�'O . (DESIGN) ( EVALUATOR: Michael Pimentel, EIT, CSE 50x0' EXISTING SPOT GRADE \ o � w c'`9 \ \X) �` AS-BUILT 4" PVC VENT PIPE DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E. APPROVAL DATE: 50 - - EXISTING CONTOUR \N 9 \ 1 p l I DESCRIPTION HC-1 HC-2 HC-3 HC-4 011 ST�NE STE of �'� AS-BUILT 3 -500 GALLON H-20 Oct. 1999 \ \ \ BOULDER \\w SEPTIC COVER IN 1 14.0' 26.4' TOTAL DESIGN FLOW 330 GAUDAY NOVEMBER 3 2014 17" '.: 3 %, �� / LEACHING CHAMBERS WITH O DATE: _L-1 PROPOSED CONTOUR AS-BUILT 1,500 \ r�� 8, GALLON SEPTIC TANK \\ 4 4 RET. WALL -3g_ , -s \ Qj AGGREGATE SEPTIC COVER OUT(2) 17.3' 21.4' - - DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT#: 2 \ ,_N _ 17 1 WATERLINE FROM METER 50 PROPOSED SPOT GRADE \ 36\ j\ "`2' i O \. / PIT OFF PROPERTY DISTRIBUTION BOX COVER(3) - 41.1' 47.0' - USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= - 37.8' \ �s \ \ 37x8' O CHAMBER COVER(4) - 41.7' 44.1' - ELEV WATER <24.8' EXISTING UNDERGROUND UTILITIES -39-- - --__-W ._- .- __ EXISTING WATER LINE \ Benchmark \\ \ -36- ° TP 2 O 15.8. n VENT PIPE (5) - 59.3' 54.1' - PERC RATE- - NSA F�\ Nail in Tree �\ - l �� 37x8' -- -38 CHAMBER COVER(6) - 58.6' 57.0' - INSTALL 3 - 500 GALLON CHAMBERS DEPTH OF PERC - TEST PIT LOCATION O, Elev. =38.00' \ 5" t TEXTURAL CLASS: 1 10" AS-BUILT 1,500 GALLON SEPTIC TANK �O\ Approx. USGS \ � \ `v - - � 5�• 5 _ -37- - �V CLEAN OUT(7) 20.1 30.0 SIDEWALL CAPACITY � � AS-BUILT DISTRIBUTION BOX \ ` - \ �\ _ _ Q� O (LENGTH + WIDTH) (2 SIDES) (2 HIGH) (0.74 GPD/S.F.) = GAUDAY \ \ \\ _ -36- TREE (TYP) (29.5' + 12.83') (2 ) (2' ) (0.66 GPD/S.F.) = 111.75 GAUDAY 0" 37.8' AS-BUILT 4"SOLID SCHEDULE 40 PVC PIPE 7) \ SILT FENCE \ \"'S� \ �'• \ , - \35- 6„ C/O HC-4 BOTTOM CAPACITY 4" Fill 37 5' ❑ AS-BUILT H-20 DISTRIBUTION BOX (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY p� AS-BUILT 500 GALLON H-20 LEACHING CHAMBER 4- -� \ (29.5'x 12.83') (0.66 GPD/S.F.) = 249.80 GAUDAY \ "� \ '�CMV) \ #2444 35 - M \ EXISTING HC-3 C_1 SILT LOAM e �\ TOTALS: \ r, \ 2-BEDROOM 10Yr 3/3 REV. DATE BY APP D. DESCRIPTION \ qCC \ TOTAL NUMBER OF CHAMBERS --- - \ _ - 34� \ J FgSF�F S e,, HC-��� EL TOF 40.5'+_ TOTAL LEACHING AREA 547.81 SQ.FT. VUV "AS-BUILT" SEPTIC SYSTEM PLAN \ \ NT\ TOTAL LEACHING CAPACITY 361.55 GAL./DAY , gg" 29.8' '���' JOH Ss9c�j PREPARED FOR: \ - - -33 \ CHUR H!JR. CAPEWIDE ENTERPRISES MAP 237 � � - - - - - � - -32- - - � (2 .0 - - vi! PARCEL 044 ' _ HC-2 SIEVE ANALYSIS RESULTS C-2 LOAMY SAND � �� N AREA= 1.34 AC. ± -- - - - -31- - - 2.5Y 6/6 � LOCATED AT 4) (Soil sample taken from C2 soil in TP1) 70 T RE 2444 MAIN STREET SAND 76.0% BARNSTABLE, MA 02668 \ 5) SILT 22.2% -I- - -29- -- 6) CLAY 1.8% 156 24 8 SCALE: 1 INCH = 20 FT. DATE: APRIL 8, 2015 O " 0 10 20 40 80 FEET NOTES: (3 2 �- PER TITLE 5 ALTERNATIVE TO No Standing, Weeping or Mottling Observed 11 11 TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. 9S �`� PERCOLATION TESTING GUIDANCE AS-BUILT PREPARED BY: 1.) MAGNETIC MARKING ,��L' FOR SYSTEM UPGRADES N ITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO (EFFECTIVE DATE: MAY 3, 2006) JC ENGINEERING, INC. 2.) CONTRACTOR SHALL VERIFY SOIL COD2854 CRANBERRY HIGHWAY ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD UNDER POLICY BRP/DWM/PeP-P00-4: PLAN OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. SOIL TYPE: "UNCOMPACTED" EAST WAREHAM, MA 02538 SITE PLAN EFFLUENT LOADING RATE FOR 508.273.0377 3.) ALL PROPOSED WORK IS LOCATED OUTSIDE THE LIMITS OF THE ESTUARINE WATERSHEDS AND DEP CLASS 1, 70-85% SAND= 0.66 GDP/SF Checked By:JLC JOB No.2930 APPROVED ZONE 2. - _-_-. - __ _ - - ASSUMED PERC RATE =8 mpl Drawn By: KRR Designed By:KRR SCALE: 1"=20'