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HomeMy WebLinkAbout0310 LAKE ELIZABETH DRIVE - Health 310 Lake Elizabeth Drive Centerville A= 227-035 Citizen Web Request Page 1 of 1 Citizen Request Management ! Request ID: 56399 Created: 6/6/2016 10:13:51 AM v O'Connell, Timothy Status: Closed Assigned To: Health Office Anonymous: No Category: E.C. Date: 6/20/2016 Created By: Shea, Sally Citations: BuildingDept Time Worked: 1.00 Response Time: 4.00 Request Location. Q 310 KE ELIZABETH DRIVE enterville, Ma 02632 Parcel Number: Ma : 227 Block: 035 Lot: 000 Request. CALLER REPORTS NEW OWNER LIVING IN A TRAILER ON THE PROPERTY ON THE WEEKENDS. THEY ARE NOT SURE WHERE GO DURING THE WEEK. HE COMES TO STAY DURING THE WEEKENDS. THE HOUSE IS INHABITABLE AND UNSIGHTLY ACCORDING TO THE CALLER. Request Work History: Entered on 6/6/2016 1:27:20 PM Not possible to enforce. We do not work on week ends. Will drive by during week but if he is not there not much health div can do. Unless an overtime day is created and this is awarded by seniority so I may not get OT. Entered on 6/6/2016 2:58:32 PM No camper at 310 Lake Elizabeth.This house loos fine. Is this the address??? I drove whole length of Lake E rd. No camper. http://issgl2/intemalwrs/WRequestPrintPub.aspx?ID=563 99 1/12/2017 TOWN OF BARNSTABLE LOCATION S WAGE# WILLAGE� /'�L,��f� ASSESSOR' &PARCELr_Z 9w INSTALLER'S NAME&PHONE NO. / SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) /28:-A 2 e') NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: 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 wetl exist within 300 feet of leaching facility) Feet FURNISHED BY c� 5/ 0 No.a 6 4- -(L� Fee I 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for !Disposal *pBtrm ConstTUttion VPrmit Application for a Permit to Construct( ) Repair(Jf) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.j / Owner's Name,Address,and Tel.No. JJ O�ZiZ�'Gp Assessor's Map/Parcel ��� �/ r Installer's. me,A ress,and No. l/ /�� �Z,?;q es�,ner's Name,Address,and Tel.No v r Type of Building: Dwelling No.of Bedrooms �e Lot Size sq.ft. Garbage Grinder( ) Other Type of Building _ice S No.of Persons Showers( ) Cafeteria( ) Other Fixtures y-� Design Flow(min.required) ��} gpd Design flow provided cam,, gpd Plan Date 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 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 r v vY VI�C' Date �l Application Disapproved by Date for the following reasons Permit No. c16�`� Date Issued ---- ----------------------------- - - --— -- - No..Q V 1 r l� L e Fee THE COMMONWE LTH OF MASSACHUSETTS Entered in computer: / Yes PUBLIC HEALTH DIVISION -TOWN N OF BARNSTABLE, MASSACHUSETTS r = ftpIitation for Misposal bpstem Construction Permit 7' Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System, ❑Individual Components s Location Address or �Loot No.� Owner's Name,Address,and Tel.No. Assessor's Nlap/Parce7 Installer's Name Address and Tel.No. l�Qa,�y �j� - Designer's Name,Address,,and Tel.No Type of Building: }i Dwelling No.of Bedrooms Lot Size sq.ft. Garbage"Grinder, ( ) Other Type of Building C No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) i) gpd Design flow provided gpd w _ iPlan Date Number of sheets Revision Date Title ' Size of Septic �Taynk� _✓ _� Type of S.A.S. l Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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. F Signed Date Application Approved by C _.�' Date Application Disapproved by i Date for the following reasons Permit No. �} �" Date Issued Th E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(1-r Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5.and the iforDiisposal System Construction Peru o. dated Installer Designer #bedrooms Approved design fro• / J gpd / ll a The issuance of this permit hall no e c nstrued as a guarantee that the system willT�_/' ' � las ddesiigned. r Date Inspector ! /��� 4V/ ------------------------------------------------------------ No. ^' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposal *pstem (Construction j3ermit Permission is hereby granted to Construct( )G Repair� Upgrade( ) 1f-/Abancl ( ) System located at //� l� J. 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 Approved by =• r 1' Town of Barnstable Regulatory Services r �; Richard V. Scali, Interim Director _ anfwsrnar.E. `• �` 9� .MAM. Public Health Division i°ren rear" Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 f, Fax: 508-790-6304 a Installer & Designer Certification Form Date:S—23 44 Sewage Permit# Assessor's Map\Parcel 22,7 31157^ Designer: ri✓ O�„ g /l-i G. Installer: Address: � Address: � l?l'u �(� On J % as issued a permit to install a (date) installer) septic system at 30 L ar z. based on a design drawn by (address) e . Y�^ "I dated _ °`(designer] ✓mr-�.-/�i .�-_'% �" to 1according wa installed u substantially referenced above ss bs I certify that the septic system rey 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. a 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. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the I (if applicable) OF Mgss 1 9�yG - S � �iARI�Ei,N�M��n — L,taller's Signature) MLR �. No. 1140/4 i 'SEC/SiE�� (Designer's Signature)SANI TAR�a� i Y PLEASE RETURN TO B STABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc . Town ®f Ba nsiable r# � U �111�, - Y' Department of Regulatory Services nnitNeTA6[�, Public Health Division Date1 MAB ;e t679 200 Main Street,Flyanuis MA 02601 rF(1 MP'1 A Date Scheduled Tfine Fee Pd. oil Suitability Assessment for Sea' Dis osa / t Performed By: (/( Yy Witnessed By: NIE t nr� N � Location Address LOCATION& GE 3�O . 0 �LL ��' xuYa�TI®N ✓ 1. Z,�.�� On. Owner's Name � �, 1 CeIQTT . U Address 3o"" w!LL 5T- Assessor's Map/Parcel: 2Z7/ J Q 2 g r � v Engineer's Name ) i`IBW CONSTRUCTION RBPAIR /`. Telephone N 7 e ��f� Sl Land Use r\l.$10 Tl�( opes(%) _ —,S `/ /ayl p Surface Stones Distances from: Open Water Body }�ft Possible Wet Area , a CX ft Drinking Wafer Well Dntl'nage Wny 7�100 It Property Llne /� — _ ft Other ft TCH.,(Street name,dimensions of lot,exact locations of test holes&pere tests,locale wetlands�u proximity to boles) SpY o � Q_ jcL o�� �� 3�,�►f w Y_'CV'_ ���� l,Ll Parent material(geologic) c1 1 OV(w a "1 �✓�� ��_ Depllt f4 13edroclt, Depth to Orouudwater. Standhtg Watet'in Hole::pp�� , f j Weeping from Pit trace _ (N g J) AA r I 1►t� Estimated Seasonal High Groundwater DIC7C>CJ«1Vn1 A o ON FOR SIEASONt L>M11 WATER 9;A1R1.,I1', Method Used: A ( Depth Observed standing in obs.bole: la. Depth to soil Inottlu's: T Itt Depth to weeping from side of obs_Lola: bt, Oroundwuter'AtlJustmenf f[. Index Well# Reading Date: Index Well levcl Adj.thetor— Adj,Groundwater Leval_� 1'EI RCOLtA TION71 EST Data Observation Hole II Tlme at 9" Depth of Pere J� Thne at 6" Start Pre-soak Time @ O O'L,l Tima(9"-6") End Pre-soak /(,✓ ®(D Rate Min.nocb Site Suhability Assessment: Site Passed JC Site Palled: Additional Testing Needed(Y/N) Original: Public licallb Division Observation hole Data To Be Completed on Back----------- 'i`**Ir percolation test is to be conducted within 100' of wetland, you must firk notify the Barnstable CO"seryfiti.ou)CIA-0OAl at least one(1) week prior to beginning. QNS BPTfCU'fSRCI'ORM.DOC DEEP-OBSERVATION HOLE.LGG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil. Other Surface(In_) (USDA) (Munsell Mottling (Slnuclure,Stones;Boulders. onsistencv Wo hvel) it D)EJ E lP OBSERVATION HOLE LOG Hole It Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsisten %Oravel I 7's 1 S S,� DEEP P 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 oy.%Gravel) DE EP OBSERVATION HOLE LOG Hole 41 Depth from Soil Horizon Soil Texture Soil Color Sell Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,douldars, Consistency. b Otayoll ri if loud Insurance'Rate Map: Above 500 yearflood boundary No J Yes Witldn 500 year boundary No Yes L00 p WI hi year boundary t y flood boun ry No_____ Yes Depth of Naturally Occurring Pervious Mnterial Does at least four fcat of naturally occurring pervious manorial exist in all tu•eas observed throughout tha area proposed for the soil absorption system'? If not, what is the depth of naturally occurring per ions matarial? Certification I certify that on A (date)I have passed the soil evaluator examination approved by the Department of Environ ntal Protection and that the above analysis was performed by me consistent with the required traini ,e ertise And experience described in�10 CMR 15.017. Date 1 signature QAS F PTICP13RCPORM.DOC Town of BArnstable. P# Department of Regtilatoiy Services rrarADIB. ' Public Health Division Date ,M 'ems$ 200 Main Street,Hy#nnis MA 02601 '�rFD µAI+' '- Date Scheduled `LAY,,��� �� � Time � Fee Pd. ,foil Suitability Assessment fog- Se e Dispo l 12 1`��i Yam'' V V I r� v c— v Performed By:D N v I •. Witnessed By: - LOCATION & GENERAL INFORMATION Location Address i Owners Name �Al�' �1�a2��8�1N Gam- Address �' .iM t 1,l, S 1 Assessor's Map/P4rcel: `7'-7/0 3 I Engineers Name ��/ 4z� s NEWCONS1RU�iION REPAIR Y Telephone 3v 3(a©" 1f � l Land Use Slopes(%) Surface Stones /Y-" Distances from: Open Water Body f,1 [J ft Possible Wee Area �1 OU ft Drinking Water Well >/JZ) f[ i - btainage Way > /d 0 ft. Property Line >/n) _ft Other ft SKETCH:(street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) S� r0 C 3 /lL i ; s . i i i - i Parent material(geglbgic) � G I Depth to Bedrock tl �t Depth to Groundwakdr. Standing Water in Hole:' 36 j Weeping from Pit Face Estimated Seasonal Nigh Groundwater D �tTION FOR SEASONAL HIGH WATLR TAt3LE Method Used: r -+ 6 I __io. Depth to saii+ntifU�s: In. Depth Qb�served standing-o s.hole: —ins ©rpth t0 rater Adjustment tt• Depth toiweeping from side of obs.hole: Y Adj.pletor. Adj.troundwater Leval .o Index Well# _ Reading Date: Index Well Ievd . . i PERCOLATION TEST . Dale- T1nje . Observation I Time at 91' -•----- Hole# Time at G" ...-..------ Depth of Perc --- Time(91'-6") start Pre-soak Time_@ I End Pre-soak i Rate MinJlnch Additional Testing Needed(YIN) Site Suitability AssessmenC Site Passed Site Failed; Original::Public IT41th Division Observation Hole Data To Be Completed on Back— ***If percola�Wn test is to be cond,icted within 100' of wetland,y ou,must first notify the Barnstable C60servation Division at least one (1)we6k prior to beginning. DEEP OBSERVATION HOLE LOG 9o1e# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent: %Gravel n 9t DEEP OBSERVATION HOLE LOG Hole# y Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gra el 11_I t 1 y 3 e) V 2. L' DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Gravel) Flood Insurance Rate May: / 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? U t If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Enviro mental Protection and that the above analysis was performed by me consistent with the requiredrItt�FAT- Q:\SEPTIC\PERCFORM.DOCin exp rtise and experience described in 3.10 CMR 15.017. Si natur 1 g e Date�`� I down cape engineering, Inc. SIEVE SOILS ANALYSIS 310 LAKE ELIZ. DR. CENTERVILLE, MA DATE OF REPORT: 3/17/14 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 310 LAKE ELIZABETH DRIVE CENTERVILLE, MA LOCATION: DARREN MEYER TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 191.2 1SIZE :WEIGHT RETAINED % RETAINED % PASSED •------------ ............(sum.. ......................... -------------------- ...................................... 1" 0.0 0.0%€ 100.0% 3/4" 0.01, 0.0%° 100.0% ------------ ............................................................ 1/2" '_. 0.0; 0.0%€ 100.0% --------------......................................................>---------------------�------------------ 3/8" 0.0I 0.0%I 100.0% ------------- .......................................................---------------------=------------------ #4 0.01 0.0%? 100.0% --------------i......................................................r---------------------,..................................... #10 15.3I 8.0%I 92.0% --------------e......................................................------------------o ................................... #20 65.8 1 34.4/o• 65.6/o --------------........................................,..............---------------------..................................... #40 131:4 68 7%0 31.3% .......... I: .:------------- o :........I.......................... #50 163.7' 85.6/o• 14.4/o --------------......................................................:---------------------....,................................ #80 175.31. ---- #100 181.51 94.9% 5.1% .............--------------i .........................................---------------------}------------------ #200 186.2 97.4% 2.6% ------------- ........................................................---------------------------------------- PAN: 188.4 100.0% 0.0% -------------------- -•--------------------- ---------------- ------------- ------- -- SAMPLE: I 191.2I NOTE:TEST ON PASSING#4 ONLY, 4.4% RETAINED ON#4<45%O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b (GRAVEL&SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >97%SAND RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINJIN. MATERIAL NONCOMPACTEDDANNEL ',�y'�' .e SOIL DESCRIPTION: MEDIUM SANDf o 0JA- dp„ CIVIL A La' Town of Barnstable �tMIT Regulatory Services °.� Richard V.Scali,Interim Director XAS8. Public Health Division 9 MASB, g. °rFt2Mass,� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Officer 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: 310 LNGt-1Z �1 -.�� - � Assessor's MapTareel: aa-) 03J� Property Owners Name: In accordance with Massachusetts DEP alternative system approval letters, the following certification information i:3 required by the Owner of record. The Owner of record must place an "x" in the applicable box next to each line certifying the information. i Yes N\A ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (I5 page Standard Conditions letter and the speck technology letter) 0<❑ I have been provided with the Owner's Manual ❑ I have been provided with the Operation and Maintenance Manual ❑ 2 For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) /and the Approval ElLY 1'or Systems installed under a Remedial Use Approval,I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by IC/ 310 CMR 15.287(5) ❑ If the design does not provide for the use of garbage grinders,the restriction is understood and accepted ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 1 , D`an G Y'Q�t O� agree to comply with all terms and conditions above. Property Owners pfWed name 1 1 e ProP e ers T yl`uie-- Date Note: This form must be submitted along 8vith the septic system disposal works permit application for all I\A systems including new construction, repairs\upgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:\Septic\[A homeowner certification.doc TOWN OF BA`RNSTABLE LOS ATION j /.6 �,^�% k1c = ��? SEWAGE # � ASSESSOR'S VILLAGE 6 ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. Z0b)'& S d z, SEPTIC TANK CAPACITY LEACHING FACILITY:(type) /b -6 (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER L/ BUILDER OR OWNER � n� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No is r'�; ._w ,� o --- `.�a J � � ^v � z _ _ � I �!1 ( � li t 5 i .c. ti i � r - LEGEND 1 CENTERVILLE - uPOL��� , ' . LOCUS \ PROPOSED CONTOUR O PARCEL ID: ® PROPOSED SPOT GRADE GA 227/034 O _— gg —— EXISTING CONTOUR � h� >> + 96.52 EXISTING SPOT GRADE �s p / � ,, _ #,( PROP. TIMBER RETAINING T „� GA �66�S, WALL ALL AROUND LEACHING W— EXISTING WATER SERVICE v� OHO 5EE PAGE 3 FOR SPECS. ® TEST PIT � N A�GVILLE BEACH ROAD >>0 a PROP. 2,000G E-- 0 ' �o i`^ o ,�o� y\� GAS f \o '\ 2-COMPARTMENT CH��RVj<<E C SELL S BegcH M SEPTIC TANK 80 R- cq LOCUS MAP - ; � � •=----� O PROP. WATER LOCUS INFORMATION E SERVIC •• u / •'` \y� / � '�� � •``•• /1 � � � 1 `� PLAN REF: 203/35 TITLE•� � 1 I PARCELS D: MAP/227 PAR. 35 . 082 #310 1 �TP#I O ZONING: "RC" / �� TOF=11.66 `. TP z O 1 ♦ t , FLOOD ZONE: "B" ,�• tti �`.� (DO I COMMUNITY PANEL: 250001-0008-D DATED:07/02/92 co 05 �gNp�?�M�.♦ I I I SEPTIC SYSTEM PARCEL ID: QF,G '`�.qp ♦♦ � r � ; 1 � PARCEL ID: REPAIR PLAN 227/035 s RE AI / AREA=11,668t S.F. ♦`�♦� 049 227 / LOCATED AT: 310 LAKE ELIZABETH ROAD / CENTERVILLE, MA. i TSM: DECK POST CONC. BASE EL= 9.00 _--- O O `��� t PREPARED FOR C UPOL S66.7 — _ •� GENERAL NOTES: 1 s EDWARD S. & JOANNE f . ---� _ - -- - 20 --- -___ 0) G O L D S TE I N _ % 1. ALL BOARD CHANGES O THIS AND THE DUS PLAN T BE ENAPPRROVED BY THE LOCAL 2. ALL WORK AND MATERIALS SHAD_ CONFORM TO THE REQUIREMENTS NEE MARCH 14, 2014 REV: 04/07/14-RELOCATE LEACH �' ---- _ OF THE STATE ENVIRONMENTAL COOS, TITLE 5, AND ANY APPLICABLE -- -------____ ---- _ '-' LOCAL RULES AND REGULATIONS, EXCEPT AS NOTED BELOW: Lk _ _ - 310 CMR 15.405 (1) (8): OF � $ UPOLE 1) A 5 FT. VARIANCE FROM 310CMR15.211 TO ALLOW LEACHING �� 2 R/ TO BE 15 FT FROM DWELLING VS REQ`D 20 FT. (LINER PROV.) dG 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFIU.ED PRIOR DA R �r TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE M DESIGN ENGINEER. o:1140 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING �N FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ————— p ENGINEER BEFORE CONSTRUCTION CONTINUES. �Q 5. ALL ELEVATIONS BASED ON NGVD DATUM. /STF 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF S01TA0 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. r4 �•..• � ••," �\ \ 7.WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. SERVICE TO BE WF#2 ��` ••..� �\ RELOCATED (CONTACT COMM WATER DEPARTMENT). i! �� ♦ �� t 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED WETLAND FLAGS BY BRAD HALL WF#3 �� TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 99^ ���� ���` ♦� a 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MEYER C�( SONS INC. ♦ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING WF#1 ♦♦♦ CONSTRUCTION. ����\ ♦♦♦ \ ;- 10. EXISTING SEPTIC TANK, LEACHING AND SPOILS TO BE PUMPED, CRUSHED, AND REMOVED PER TITLE 5. (LOCATED IN REAR YARD) P.O. B 0 X 981 ``�� ,♦� 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION \WF �� 12. 2 AND S NOT TO BE THIS PLAN IS TO CONSIDEREDSEPTIC USED FOR OPESRTY LINE SURVEY PURPOSES ONLY ,R EAST SANDWICH, MA. 02537 13. INSTALL 40 ml POLY LINER AROUND ENTIRE LEACHING AT EDGE OF SOIL REMOVAL/WALL, FROM EL. 12.0 - 8.50 TO PREVENT BREAKOUT. (508)36.2 —2922 14. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING t ; 15. ALL PIPING TO BE 4- SCH 40 ® 1/8-/FT (UNLESS SPECIFIED) 16. REMOVE ALL UNSUITABLE SOILS 5 FT. AROUND LEACHING TO EL. 5.97 OR WF#j� TOP OF "C" LAYER AND REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5. SHEET 1 OF J#1629 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS TIMBER RET. TBM = TOP OF PUMP CHAMBER FINISH GRADE=12.52 PROPOSED TANK D-BOX WALL (SEE FOUNDATION INSTALL RISERS W/IN 6" OF FINISH GRADE INSTALL RISERS to FINISH GRADE INSTALL RISERS W/IN 6" OF FINISH GRADE MIN. COVER OVER S.A.S. = 9" EL. = 11.66 MAINTAIN 2% MIN SLOPE OVER LEACHING AREA PAGE 3) EL.10.Ot EL.10.Ot F.G. EL: 12.75 A INSTALL TWO INSPECTION PORTS(MIN.) A' 3.8" TO SANITARY TEE L =IO'(MAX) INVERT- :: EL.9.25 2" SCH 40 PVC 4" SCH 40 PVC 4" SCH 40 PVC 8" 6' 5 ROWS OF 4 UNITS AT 5'/UNIT = 20'/ROW CELLAR FLOOR ®s=2% 10" ® S= 1% (MIN.) ran r5 FORCE MAIN -� ® S= 1% (MIN.) n A (MIN.) ' 7EE'S ARE 70 BE D-BOX INV.=11.52 INV.ELEV.=11.42 SOIL ABSORPTION SYSTEM (PROFILE) 4" SCH 40 FVc INV.= 11.69 PUMP CHAM. INV.= S.00 TEE SHALL NOT EXTEND 1,500G GAS (SEE DETAIL • COMP. BAFFLE EELoET BELOW FLOW UNE ........... Exist. Invert w/ FILTER (USE DB-9) 1t INV.= 10.27 OF d!q RESTORE VEGETATIVE COVER INV.= 8.25 BACKFILL WITH CLEAN PERC SAND PROPOSED 1,500/500 GALLON TO TOP OF CHAMBERS 2-COMPARTMENT MONOLITHIC SEPTIC TANK DARREN yG +i o M. NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTINGMM -"'' BREAKOUT=TOP ELEV.=11.77 PIPE INVERTS PRIOR TO CONSTRUCTION. � 2) TANK AND D-BOX SHALL BE SET TRUE TO \ , INV. ELEV.= 11.42 GRADE ON A MECHANICALLY COMPACTED SIX RtIO U BOTTOM ELEV.= 11.10 EXISTING SUITABLE INCH CRUSHED STONE BASE AS SPECIFIED �� � IN 310 CMR 15.221(2). SOI TAR�a� 2.83' MATERIAL 3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P I EXCAN. VATION OR G.W.VE BOTTOM EFFECTIVE WIDTH = 5 x 2.83' = 14.15 4) GAS BAFFLE W/ FILTER TO BE INSTALLED ON OUTLET TEE SEPTIC SYSTEM PROFILE I ADJ. (5.03' PROVIDED) USE 5 ROWS OF 4 ADS ARC36 LP UNITS-NO STONE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. b . GROUNDWATER EL.=-.-- - 5) INSTALL SANITARY TEE IN D-BOX TYPICAL SECTION N.T.S. N.T.S. INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING PROVIDE WATERTIGHT CONCRETE RISER I WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM WITH SECURED COVER TO GRADE SOIL LOGS `-'S FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. NEMA 4 JUNCTION BOX CORROSION RESISTANT & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED HOISTING CABLE 7x19 STAINLESS STEEL BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 1/8" DIAMETER. / 1,760 LB. STRENGTH. WATERTIGHT WITNESS: DONNA MIORANDI, BARNSTABLE HEALTH 2"BALL VALVE w/ UNIONS SCH. 80 PVC P# 14296, DATE: FEBRUARY 24, 2014 P# 14335, DATE: APRIL 3, 2014 PC INV.(IN)=9.82 GEORGE FISHER CO. MODEL NO. 560 OR EQUAL Elev. TP- 1 Depth Elev. TP-2 Depth Elev. TP-3 Depth Elev. T P-3 Depth 2-SCH. 40 DISCHARGE TO 0-BOX 8.55 0 8.45 0" 10.05 PUMP DETAIL ALARM ON EL: 7.18 2"SCH. 40 TEE w/ CLEAN-OUT CAP A A A 0" 10.05 A 0" PUMP ON EL: 6.82 PROVIDE 1/4" WEEP HOLE IN DISCHARGE LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND N.T.S. 16" PIPE FOR SELF-DRAINING FORCE MAIN 7 22 IOYR 3/1 16" 7.28 1OYR 3/1 14„ 9.05 1OYR 4/1 12" 9.05 1OYR 4/1 12" PUMP OFF EL: 6.57 1 T i 9" 2" BALL CHECK VALVE SCH. 80 PVC B B B B BOTTOM OF INT. P.C. EL. 5.82 100 P.S.I. FLOWMATIC MODEL No. 208S LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND PROVIDE 10YR 5/8 10YR 5/8 tOYR 5/8 10YR 5/8 - WI 2" SCH. 40 PVC DISCHARGE PIPE FLOAT NOA: PUMP ON/OFF (BARNES 073618 OR EQUAL) BARNES SEV412 PUMP .4 H.P. 115 V 5.97 31" 6.03 29" 7.05 36" 7.13 35" FLOAT NO.2: ALARM ACTIVATION (BARNES 073612 OR EQUAL) 2" DISCHARGE PASSING 2" SOLIDS OR EQUAL I C C C C "NOTE: TANK/PUMP CHAMBER TO BE FACTORY WATERPROOFED AND SEALED WITH THOROSEAL OR EQUAL." SIEVE SAMPLE MEDIUM SAND MEDIUM SAND MEDIUM SAND PERC TESTMEDIUM SAND PUMP & ACCESSORIES AVAILABLE AS A UNIT ® EL 4.10 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 a EL.'6.10 15UY 6/6 THROUGH WIGGEN PRECAST CORP., BOURNE MA. (800) 564-6774 PUMP & ACCESSORIES AVAILABLE THROUGH WILLIAMSON ELECTRIC (781) 444-6800 1.88 80" 1.78 1 1 80" 3.05 84" 3.05 84" DESIGN CRITERIA FOR TESTHOLE N1: DESIGN FLOW: 3 BEDROOM X 110 GAL/DAY/BR = 330 GPD GROUNDWATER OBSERVED AT 36" EL 5.55 GROUNDWATER OBSERVED AT 35" EL 5.53 GROUNDWATER OBSERVED AT 55" EL 5.47 GROUNDWATER OBSERVED AT 55" EL 5.47 MOTTLING OBSERVED AT 30" EL 6.05 MOTTLING OBSERVED AT 30" EL 5.95 MOTTLING OBSERVED AT 48" EL. 6.05 MOTTLING OBSERVED AT 48" EL 6.05 SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN DOSING & STORAGE REQUIREMENTS '. " '•ADJ GW BASED ON MOTTLING: EL 5.95•• .. .. "ADJ GW BASED ON MOTTLING: EL. 6.05•' GARBAGE GRINDER: NO ADJ GW BASED ON MOTTLING: EL. 6.05 ADJ GW BASED ON MOTTLING: EL 6.05 SEPTIC TANK/PUMP CHAMBER: 330 gpd x 200% = 660 gpd DAILY FLOW: 330 GPD USE 2-COMP MONOLITHIC, 2,000G TANK (1,50OG/500G) DOSING REQUIRED: 8 CYCLES/DAY (SAND) .BUOYANCY CALCULATIONS PROPOSED SEPTIC SYSTEM UPGRADE PLAN LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. 330 = 8 = 41.25 GALLONS/CYCLE PRIMARY S.A.S. DISTANCE REQUIRED BETWEEN PUMP 310 LAKE ELIZABETH DR., CENTERVILLE, MA USE 5 ROWS OF 4 - ADS ARC36 LP (3.8" INVERT) UNITS - NO STONE ON AND PUMP OFF FLOATS: 7-000 2-COMP MONOLITHIC TANK 41.25 GAL/CYCLE= 125 GAL/FT = 0.33 FT/CYCLE (4") uplift: 12.16' x 6.67' x 4 x 62.4 = 20,244 Ibs Prepared for: Goldstein BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER) STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS around cover: 12.16' x 6.67' x .75 x 120 = 7,300 Ibs DESIGN AND SITE PLAN BY: SCALE DRAWN DATE (CHAMBER) 20 UNITS x 5 LF x 4.73 SF/LF = 473 SF STORAGE PROVIDED: emote tank: = 16,000 Ibs MEYER&SONS,INC. N.T.S. DMM 03/14/14 INV. IN EL:9.82 - ALARM ON EL: 7.18 =2.64' aryndcover + empty tank > uplift: PO BOX981 TOTAL AREA = 473 SF ( ) 7,300 + 16000 = 23,3001bs > 20,244 Ibs EAST SAND WICH,MA02531 Rom• DATE CHECKED SHEET N0. DESIGN FLOW PROV.: 0.74GPD/SF(473) = 350.02 GPD > 330 GPD req I di STORAGE PROVIDED = 2.64' X 125 GAL/FT = 330.0 GALLONS TANK BUOYANCY CHECK O.K. 508-362-2922 04/07/14 DMM 2 Of 3 p J 2% GRADE FINISH GRADE ELEVATION 12:75-12.00 TOP OF CHAMBER EL.,x �--E1. 12.0 A••v ...v •'Q S.. ;ro...Q A.. , v••.Q A.. be••.Q G.. ;:o •.Q A_• .rv.v • .•'a -::- :: .•'4;.;:' e . e V`11 x 6" (30 year) Pressure Treated Railroad e= :'e e o'• s= :°< e = a Ties -- Stagger Joints and Connect with 12" Spikes y• o'.•v,°:.• v• vtr r.v 4.• D: o•r.v p.• y• v" Vp • D. e•'r.V e.• Y� e'..70 A.�:•v. "°f °t t�.•�:•o. "?f °e R�:'v.°q'S °I .R�:e,°�'I °e'.R�:'a. "4 L °: .a�:•a,�4 E e' ' �v 04�e-' �V O �vef �v O -po ' �v 0 .ve'•T r C° "ems • ��. ':'L aye. °41 ° b''a•°4 f °tom d�'v. °S� °I R a•'a °4� ° � E'.a•'° °�� '.a•°o�..; .. a s� • :. -e- R•i -e- •• :: -.,: .a•; r .4 f°- '�,;:. -e Step R.R Ties in 1/411. EL. 10.0 40ml Poly Liner (entire wall length) - BOTTOM EL. 9.0 2' x 1/2" REBAR @ 4' ON CENTER 310-LAKE ELIZABETH ROAD CENTERVILLE, MA � MEYER AND SONS INC DRAWN BY DMM REVISED 04/08/14 TITLE V DESIGNS P.O. Box 981 Sandwich, MA 02537 (508) 362-2922 DRA ING NUMBER 3OF3