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HomeMy WebLinkAbout0213 WHISTLEBERRY DRIVE - Health 213 WHISTLEBERRY DRIVE MARSTONS MILLS A = 062 - 011 TOWN OF BARNSTABLE LOCATION ZIS W+I15T`1,E30ef=A;1 W, SEWAGE# ZOZ1 (v0 VILLAGE►&S'►" /Y)►LL-5 ASSESSOR'S MAP&PARCEL 2 -+ INSTALLER'S NAME&PHONE NO. e060W& Sa8 - 8$7 SEPTIC TANK CAPACITY .3 . LEACHING FACILITY:(type) I C%&M&EV(size) 12.$3?C Z NO.OF BEDROOMS 3 OWNEReJAJ CµIL OS .JJWQS " 5 I PERMIT DATE: 1 COMPLIANCE DATE: Z lS Z Z Separation Distance Between the: t'- Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /"� �® Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY d 3 9 s 2 Z 4z:1 29 3 4 �'9•b (�1.5 No. �O�I Ip� Fee t� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Disposal .6pstem Construction Permit Application for a Permit to Construct( ) Repair A) Upgrade( ) Abandon( ) []Complete System ❑Individual Components Location Address or Lot No..Z.(3 W 141!;T[9CGRXV DkAf6- Owner's Name,Address,and Tel.No. I Assessor's Map/Parcel &0 a S 5 $ Installer's Name,Address,and Tel.No. S®1�— 77Z r $ .a 7 Designer's Name,Address,and Tel.No. .�T S• e444 ac)w4 1,29514 Type of Building: Dwelling No.of Bedrooms Lot Size - sq.ft. Garbage Grinder( ) Other Type of Building Rfm(j:)�T8gCl No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 gpd Plan Date12 -dL Number of sheets Q Revision Date Title A 13 %W f. / Size of Septic Tank I boo Type of S.A.S. a J oo cA4_1_00 Description of Soil I"lO) zZ� C "15- &C9,b�[� e PCB Nature of Repairs or Alterations(Answer when applicable) U—SE 4291 STIO C, 1,600 ( 0 Date last inspected: Agreement: The undersigned agrees to ensure the construction maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environm tal Code and no o pl a the system in operation until a Certificate of Compliance has been issued by this Board He th. Signed Date 1,2L `� ! Application Approved by Date Application Disapproved by Date for the following reasons Permit No. go � — qGC) Date Issued 3®� .�. No. Fee THE COMMONWEALTH OF �MASSACHUSETTS .Entered in computer: v PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Mietlosal bpstem Cone4rurtion 3permit Application for a Permit to Construct( ) Repair A) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.albP�t574�'' M �W Owner's Name,Address,and Tel No. r''ti Al i3R1l4N GNIC�x,S 'Y/LAI1 S b�` { Assessor's Map/Parcel G-J, Installer's Name,Address,and Tel.No. Jt- g"' `�" �Z 7 Designer's Name,Address,and Tel.No. P T- G' cc0- C!0 G � SX7 U6)Gr�1r. iT 1 E pe of Building: ` Dwelling No.of Bedrooms 3 Lot Size3. t sq.ft. Garbage Grinder Other Type of Building ��106JT 14 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3750 gpd Design flow provided * , gpd Plan Date Number of sheets Revision Date Title { w l S7"L IL -3t" !U€- h44� ?S'WA,C 1"Slz Size of Septic Tank 1,00o 0444-14 Type of S.AA..S. C;L �/ C3 f 1�X� CA As Description of Soil KGhK- dtA `II'? Cc)AO-r A- SAAm,Ja [f�l t,��lr /` S,�t� RAA Nature of Repairs or Alterations(Answer when applicable) E 1` ��[1 C-�- v t.- .d�,t t!✓1'-x 453-hAW ems,=( W1714 ROOE7" -ram=464, •- 1;k1 (jK6[ 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 Environmefi,�tal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health., - 11 Signed _ ,/' f t o/ _ Date Application Approved by / a {• tit Date ✓' 36 Application Disapproved by � , Date / for the following reasons Permit No. )G 2') -- 40 Date Issued �© THE COMMONWEALTH OF MASSACHUSETµTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(�) Upgraded( ) Abandoned( )by ;'a „"r �,,.,/LJ;P_ O has been constructed in accordance at . A 1Al01S7 L61�24w DP_ E4 M with the provisions of Title 5 and the for Disposal System Construction Permit No.Za.11" Q dated Installer P,0j%QL [ [j() QdR'iSGLj%k Designer L j ,/ , 41)C #bedrooms Approved design flow'\ -3 3 gpd The issuance of this permit shall not be construed as a guarantee that the system fu ctiQas designed. Date ��I � { �� Inspector - ------ No. r�©a s � } Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS Mispo$Al 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair O Upgrade( ) Abandon( ) .,System located at � 1 B.� "��' 3�"r. t 1.1 T)UU&- 1L1 ARSIrnA C M 14.LC 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 " �0 41 Approved by V } Town of Barnstable INE Regulatory Services Richard V. Scali, Interim Director • BARNSrABLL MASS. Public Health Division '°jec ter" Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 1 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 2-16-22 Sewage Permit# 7-07-l '4b0Assessor's Map\Parcel 62/11 Designer: JC Engineering, Inc. Installer: " Robert B. Our Co., Inc. (RBO) Address: 2854 Cranberry Highway Address: 363 Whites Path East Wareham, MA 02538 South Yarmouth,MA On l2 -so I z) RBO was issued a permit to install a (date) (installer) septic system at 213 Whistleberry Drive based on a design drawn by (address) JC Engineering,Inc. dated 12-20-21 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. 1 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. 1 certify that the system referenced above was constructed i iance with the terms of the I\A approval letters (if applicable) 6 OF 144d yG CNURCHILLilt (Installer's ' nature) CML .o .41 (D ner's SignaturVN (Affix De ► p Here) PL SE RETURN TOSTABLE PUBLIC HEALTH D SION. 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 No.......7Y::�.--- THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH OF...................................... .. --..._.............._.................._. Appliration for Disposal Workg Tonstrnrtiun ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at r --- Location-Address Lot - ....................................................... � _ ........................................... Owner Address •--... � Installer Address �3 D 0 d f Type of Building Size Lot___....�__________________Sq. fe t �-, Dwelling—No. of Bedrooms........_J�__...............................Expansion Attic ( ) Garbage Grinder (,6() agOther—,Type of Building No. of ersons____________________________ Showers - ------------------------•--• P ( ) Cafeteria ( ) Otherfixtures -----------•-----------------------------------------------------•-••-•--------••--•---------------•--•--------------------•--•••---•---....------•-- w Design Flow__________________________________________gallons per person per day. Total daily flow.._.._._�3_0......................gallllons. WSeptic Tank—I.,iquid�capacitylf-�°__gallons ength..... Width.._...__._.__ Diameter________________,Dplth__._T-____.. x Disposal Trench—No_____________________ Width_____._. _._____ Total Length_____________.__. Total leaching area--- ft. Seepage Pit No_____________________ Diameter._.____.__...____._. Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box Dosing tank ( ) ^ `4 Percolation Test Results Performed by._,►� LlJ___.__G _��+- l _��............. Date_~.,_:.............................. 4 Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground wa ter........................ ( Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water,........................ Q+' -------•---................................. '----•---------------- O Description of Soil•--- . ... --•Z-`-3...... � .......................................................... x w ...........-............................................................................................................................................................................................. U Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITi U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been 'x9pued by the board of health. Signed.......... .._ _..fez.._. ..•---------- •----- ............ .......... 't'e' , D Application Approved B .......................•----•_--_._--_--_.._-_ f� X , t Date � Application Disapproved for the following reasons-----------------------••---••-•-----•--------------------------------------------------•--•••-•••---...-•------ -...........................................................................................................................-•-------•••••--•-•-------------•-•••-••-•-------•--•--------••••----- Date PermitNo..... y........................................... Issued....................................................... Date - ~ --_Finc ............... / THE ComMmmvvsAcr* or MAssAoxussTrs U����& U�K� ����" ^" ~�� | OF HEALTH .................0p__ ----------------------------------------- Appliration � for Disposal Ap' plica'tio'n i` �hereby made for a Permit to Construct or Repair an Individual Sjewage,D I'Sposal Owner � ` . ... . . ..... .-a..4&..4 ........ ..../ .... ' ' Installer �u Address I�c � Dn��g Size Lot Sq. feet Dwelling—No. of Bcdcootno---���---'---------'-'Expansion Attic ( ) Garbage-}d`�r Ivoc of oou �� - .-------- ��. of persouo _-.---'--_. Showers Cafeteria ~~ 'Other 6�toceu -------.----._____. ' Design I�ovv ^ ��uDoo doy. Total ^n����� ����----------- Septic Tank—Liquidameter Other Distribution box Dosing tank ~~ Percolation Test Results Performed --.��&6 .............. Date.... ...................... Test Pit No. ]................minutes per inch Depth of Text Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth toground water------------^........... | pn _______�_._____ | 0Description of Soil..... _ _' - _ � ___-'''''''----'_--'--_----._-_'-.--_----_---.-_--_.--'_'_---___--.—.--__'_____. L) Nature of Repairs or Alterations--Answer when -- ~____--_'--_-___-___-___'________ --------'--'-''-----''----------'----'----r------'''-------------'----'---------'----- � Agcrcoznoz: ~ � The undersigned agrees 'to install the aforedescribed Individual Sewage Disposal System in acc6rdance with the provisions of T I IL LE 5 of the State Sanitary Code-.,— The undersigned further agrees not to pla c.'e' the system in operation until a Certificate of Compliance has been i d by the board of health, ' Approved By w .................................... Date Application 8ypbcutiun Disapproved for the following reasons:......................_-____--___-_----'----_.-_''--_______ ` _-_ Permit \ ` IssuedL Date � ` \ Tws^COmMomvvsALT* opMAssAonosEnS / ^' BOARD OF HEALTH /��v+�r��uf= � -- --------��F.......................... -------_--._---'-. n�°� ~~~_--__-~.~r °~ T°~°°°l.°~~°°°°* ige Djs�osal System constructed or Repaired THIS IS TO CERTIFY, That the Individual Sew, at -has been,-,installed in accordance with the provisions of TITLE of The.State Sanitary the app T14E"ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. THE COMMONWEALTH OF, MASSACHUSETTS No......................... .----�^^^ -------'�^--.......... -------------- -� --_-' ....'--- owisposal Works ����� -~r-__~~ �� 'to Construct or Repair an Individual Sewage Disposal System Street ��" ------'-'--'-----'--'--'------'' '' ��c-_ . �-^r�� ,��� o=, aa"*���----- -' -------- ' DATE ~ ' - ----------'---..---------=='r..`���/".'-'��~ ' -�_ ponm 1255 FAnn�t_Y ,�.;.c �6act0A.GE Ga.,NA�cz i' i ��n�i•�� F u•o w = I I a o G.P p .S•EL= �L.�l�/ p.c/ " �EPTIG TP►,iK = 3309150 a 9 u S E- I o o o GAL.S21 05 c GoU bat— u( -3'S�►Jc� 5 1 PG Y/ k L9WA. = 13Z 5. P7 I Lt 6 . t,J�:,. F �Gr c-�T�n! a-r-E ► = 2 M I N. o e L-1-�s• I., `N OFDAVIQ M II Qom' WILLIAM J;.' g C. ✓+ g C. o THULIN • f y.+ o N E N No. 29916 ~ ,p No. 19334,0 " .00�•C ST E��v��4� �/SC��4 L L /c9'' �C• CoNC �FoIS oR- FSs o e�F� K/-PC. Co•�. Ga✓��G su TOP FNu - L7 INV. Ioou INS. I .LOANJ DUST. INV. �° IDD•�j I SEPT+L �SaDSa/` „ D L la+L�.o�r'I N Y, G' X /04•� TANK ' 72) �Z o r✓4 .v4=� . V. INS•`/ fTvNs �• IG�a• Z /�•T , -43 ---13 ' --- � I Goa��c- • I 'caR`TIFIED p 0-T A,r-1 PRoFI �� I.oCA� IoN o � No PLAN REFERENCE ' GE R'( IFY 7HaT 'fH� �x�ST 1-N�,5�AowN ; K�REaI.1 c,ornP�YS YJITN THE• S I DIrL.IN ���1 ;' � o� /S�' AuW SET5AGKz6QuIR.ti=M�NY� of ` VA "�qj , L O G�•T � 'vV►T N►1,1 �� G l-o o D P L,�.I N d ,l'(�I�STLG=���.�e'..�/ DAT � IL '' gAXTE� e W YE INC. 'TI.115 PLC N 1.5 NUT Qn�7C==1a p►a AN �ST�CQ.v1L-�- S lw'5-rR•vMENT SVZVeY F -THE C)" r 5 T NE C)u APPLICA►-�T ►�o-T �a u5E � Ta 0eTEW^INE �• 5 ��� j'i j�/d�v�!7Ae w L 0 G.A T ION SEWAGE PERMIT WO. L.a-r i �� -:F-,CI-°72� VI-ftAGE INSTALLERS NAME a ADDRESS _ Y 0 U I L D E R OR OWNER DATE PERMIT ISSUED 1 - DATE COMPLIANCE ISSUED LOT NO. : I S ADDRESS: t�r2Prr OWNERS NAME: Creslue.. ®y" P SEWAGE PERMIT NO. : NEW: 1., REPAIR: DATE ISSUED: `j 0j DATE INSTALLED: !2 f7 INSTALLERS NAME:a.a,_. L t-(, kW �xczy vq i to INSTALLATION OF: 000 ,,� ;WATER TABLE :AjoAe FINAL INSPECTION BY: PK DRAWING OF INSTALLATION ON REVERSE SIDE : CK 43 i> ®oo C 1 c 44'i TA00 H a j �I . r 8/4i2021 ShowAsbuilt(1700X2800) LOCATION SEWAGE PERMIT NO. YILLACE INSTALLER'S NAME A ADDRESS fuILDI R OR OWNER J-- ��ec.c�i� �-c.'•'�C.0 1 DATE PERMIT ISSUED 'IS�hy DATE COMPLIANCE ISSUED IZI y�Sy �i A 13 c 44' I H � t I I https://itsgldb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=062011&sq=1 1/1 I T.O.F. EL.= 70.1'# FINISH GRADE OVER D-BOX= 69.3'± FINISH GRADE OVER CHAMBERS= 69.0' - 69.3' „ „ GENERAL NOTES 0 3/4 TO 1-1/2 DOUBLE WASHED PROVIDE EXTENSION RISER SLOPE @ 2!o MIN. OVER SYSTEM REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE OUTLET TO WITHIN 6"OF F.G. 0 2"OF 1/8"TO 1/2"DOUBLE WASHED F.G.OVER TANK EL. = 6$.6� MIN SLOPE 1/o BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 69.1'f ' 5"DIA. OUTLETS) STONE OR GEOTEXTILE FILTER FABRIC �- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 9"MIN. 9"MIN. TOP OF SAS= 66.30' PLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" 36"MAX. �„MAX_ CHAMBERS w/PIPED 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING �" sCH.40 PVC 65.30' , INLETS TO WITHIN 6' SEWE€? FIFE � � �- � 1 SEWER PIPE BREAKOUT EL= 65.80' OF FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. -- 3 DROP MAX L=6g't 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6 3 2"DROP MIN MIN.SLOPEQ1% PROVIDE WATERTIGHT ELEVATION=65.80'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 4" PVC IN FROM PROVIDE (TYP.) L �w� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 13 SEPTIC TANK 4"PVC OUT TO 0 0 O 0 0 0 0 0 0 0 O1= cc�)5) n THE LINER 1S NOT LESS THAN THE BREAKOUT ELEVATION. 14" � � � o CONTRACTOR TO PROVIDE -~-� - • LEACHING FACILITY o0 00 5. SLOPE ALL SOLID PIPE AT 1.0/o MINIMUM. SPECIFIED DROP BETWEEN oo � � � � � � � � � o o INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL � � � 12" � o 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 49' VERIFY CONDITION OF ; OUTLET TEE 65.60 MIN. 65.43 2 0 0 °° 0 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 00 EAND XISTING ITIO C F EXID ING TEES AS j GAS BAFFLE 6"CRUSHED STONE o oo boo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o _ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY I COMPACTED BASE I 4 0-..�.. 8.5. (TYP) - I 4 0, AND DESIGN ENGINEER. ( 5 OUTLET DISTRIBUTION BOX 4A _4.83' 4° 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. SEE BENCHMARK ELEVATION SHOWN TO BE INSTALLED ON A LEVEL STABLE 25.0' < 56.10' ON PLAN. BASE. FIRST TWO FEET OF OUTLET 63.30' GROUND WATER ELEV.= 12 83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 5' MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY EXISTING �^ ('* PROFILE c r��+� CROSS SECTION VIEW TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK& SEPTIC TA P O r I L H-G 0 D I S ! I I O BOXDETAIL '-22 H (V( E DETAIL 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. 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 TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM NOTES: 1 )-`""y PERC NO. 21-295 APPROPRIATE AUTHORITY. \ �n S cx i" 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED ° r INSPECTOR: David W.Stanton(BOH) 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF t+ ;�d a=%' UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR MAP 63 E-H�- �^ r o EACH SEPTIC SYSTEM COMPONENT. +w ); s�1 kk°` 1� EVALUATOR: Michael Pimentel,EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. ' , ` A C.S.E. APPROVAL DATE: Oct.27, 1999 LOT 93 TEL -o t 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. - ^ \ 7 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE November 19, 2021 --- $® PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT ', ' I- � a f r DATE: 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE _ - ) 1 \ ms DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF '` TEST PIT#: 1 _ METER: -'-- � I ��� i � �` « ` ." � O `.'.� MATERIAL IN AREA BENEATH AND FOR 5 F.T. ON ALL SIDES OF LEACHING FACILITY. PROPOSED TWO(2)500 -6$ _ t r2� r N� HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA RF / �-; l k ,� \ I ELEV TOP= 67.10' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, GALLON H-20 LEACHING METER ! I f ., I FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). / __ G 3.)PROPERTY IS PARTIALLY LOCATED WITHIN A MASS DEP ZONE 11 AND - ; ELEV WATER= <56.10 EXISTING 600 GALLON LEACHING CHAMBERS w STONE _ � �\ ( I �,� y ,� 4� ��Y: J DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN _ 6 F ( Q I , , / € 15. CONTRACTOR SHALL NOTIFY DES G I \ ENTIRELY WITHIN THE GROUNDWATER PROTECTION OVERLAY DISTRICT AND �"i <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. PIT TO BE PUMPED, FILLED w! w / / r PROP. H-20 / ,. / I r �. ESTUARINE WATERSHEDS. I - i f PERC RATE= CLAN SAND cx ABANDONED "D-B X" o � / / I \ �� � I ' t .. f r � 70 �O '� 1 \A �� 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY , L G` S (( DEPTH OF PERC= "C"Soil 16- PROPOSED PROJECT IS LOCATED WITHIN: / �1� C° `° O F TH I TALLER. INSTALLER SHALL VERIFYSIMNG TIE MEASUREMENTS >' -- i O � '` ASSESSOR'S MAP 62 LOT 11 EXISTING 1,C00 GA1 LO�' , Q �, I \ r O OR THE F c r r BI TEXTURAL CLASS: I - 52 / / IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL SEPTIC TANK TO BE 6B 0' -- I r L NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. - " 'L -``�` OWNER OF RECORD: BRIAN P. CHILDS&JANIS EPSTEIN N 0 iX f / O� ` UTILIZED III& DESIGN ray-'�` 04 w / � 1 0' yl' _ a,\ �� / . ' 0„ 67.10' ADDRESS: PO BOX 296 69 _ \ �\ t \\ N �r =7'; f �11 ,� Loamy Sand E �' ' `'' t `�� it �•� / 10Yr 3/1 MARSTONS MILLS, MA 02648 LSAT 4' \ TP 1 ��yE \ °, \1 ,,.,_ ri & t ;` - ' FEMA FLOOD ZONE X MAP 62 �,; �• 1 P4-71i � ,� ,f 1 s ,r' LOT13 1fi 6+ c, �� ) s £ � �� � Sandy �9 BC�ULD R o �-•-L � ., ��-. ""�` � ;�. B COMMUNITY PANEL# 25001 C0541 J 1 a ,r� )�\ �68x0' CL�JSTE 1 r +�• 17. DEED REFERENCE: BOOK 6227, PAGE 75 LP J J \ / w :'Jt k i jfy .ff 18. PLAN REFERENCE: PLAN BOOK 349, PAGE 55 \�\ /6 - /�6 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. .W �- DB / \ •� )~+►; �} �, r « o , 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY ? � '-:= y} 7 / Benchmark FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY Bulkhead CNR. 1 O 1 "` D f FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. �_; . �';�• ���-��--tivj� �'" • ;. �r Med. to Coarse Sand / I 2.5Y 616 21. A 4" PERFORATED SCH. 40 PVC PIPE'SHALL BE PLACED 1N A VERTICAL POSITION TO A f\ Approx. M.S.L. g_- y ( 1 / ,/ // / /� ', „ r0 { DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. { -----STEP •,o - � / / � . f _). .z"it _ y / / / / / / ul 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL TOF=70.1'± o �, , LOCUS PLAN REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. -LSD- \ -� #213 SCALE: 1"= 1000' \f2t, EXISTING // / 132" 56.10' 3-BEDROOM .�/ // / // // / // m \ DWELLING 6q, // / / / / // a No Mottling, Standing or Weeping Observed DESIGN DATA 68 -� / .� J / / // /j/ *Perc rate taken from Permit No. 84-725 .g // // // // / dated August 16, 1984 on record with the LEGEND Barnstable Board of Health. 50x0' EXISTING SPOT GRADE MAP 62 NUMBER OF BEDROOMS(EXISTING) 3 LOT 12 67 ,, � .- / // / // // // / SWING-TIES SCALE: 1"=20' DESIGN FLOW 110 GAUDAYIBEDROOM TEST PIT DATA --- 50 --- EXISTING CONTOUR 65/ / / HCA HC-2 HC-3 PERC NO. 21-295 rt _ / / ,, / / DESCRIPTION TOTAL DESIGN FLOW 330 GAL/DAY PROPOSED CONTOUR / INSPECTOR: David W. Stanton'(BOH) v � � o - 50 PROPOSED SPOT GRADE / CORNER OF STONE(1) 54.4 71.7 68.1 DESIGN FLOW x 200 /o = 660 GAUDAY EVALUATOR: Michael Pimentel, EIT, CSE / / CORNER OF STONE(2) 46.4' 67.8' 52.T USE EXISTING 1,000 GALLON SEPTIC TANK C.S.E.APPROVAL DATE: Oct.27, 1999 GAS EXISTING GAS LINE �' \ // / / / / / i DATE: November 19, 2021 J\1 U \ / / / , / / CORNER OF STONE(3) 59.2' 80.T 64.1' E/T/C EXISTING UNDERGROUND UTILITIES �63 TEST PIT#: 2 CORNER OF STONE(4) 65.6' 83.9' 77.9' INSTALL 2 - 500 GAL. CHAMBERS W1 STONE ELEV TOP= 68.00' W W EXISTING WATER LINE v, ^ �'/ // / 62 J / / SIDEWALL CAPACITY ELEV WATER= <57.00' TEST PIT LOCATION IN,0 0 // , ��/ /// // 1 (4 N (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY PERC RATE_ / 6 / f pry o W° / / / / ! 2 �5 0 (25.0 + 12.83)(2) (2 ) (0.74 GPD/S.F.) -112.0 GAL/DAY O EXISTING 1,000 GALLON SEPTIC TANK ° DEPTH OF PERC= IN, // // / / N6$ 5 00 O a PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE / / ,r . _rog // / �. 1�5' o o. oo. BOTTOM CAPACITY TEXTURAL CLASS: MAP 62 / / / (3 1) LOT 11 wD, ,/ / / / (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY / / j �o 0 250' (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY PROPOSED H-20 DISTRIBUTION BOX El 43,968t S.F. / g h�O'h 0ff 68.00' O PROPOSED 500 GALLON H-20 LEACHING CHAMBER �� �� Loamy Sand (2 TOTALS: ff 10Yr 3/1 , TOTAL NUMBER OF CHAMBERS 2 4 67.67 / / I TOTAL LEACHING AREA 472.2 SQ.FT. B Sandy Loam REV. DATE BY APP'D. DESCRIPTION A /4 a, TOTAL LEACHING CAPACITY U9.4 GAL./DAY 1oYr 5/s PROPOSED SEPTIC SYSTEM UPGRADE - 4Z' 64.50' PREPARED FOR: ROBERT B. OUR CO., INC. 1 1 / HC-1 LOCATED AT HC-3-� _ c Med. to coarse Sand 213 WHISTLEBERRY DRIVE STEP 2.5Y6/6 MARSTONS MILLS, MA HC-2 SCALE: 1 INCH = 20 FT. DATE: DECEMBER 20, 2021 70.00' #�213 0 10 20 40 80 FEET '� S85°00'00"W EXISTING iH nFrmm% Now DECK 3-BEDROOM JOHN PREPARED BY: DWELLING RESERVED FOR BOARD OF HEALTH USE 132 57.00' CHU CH L.R.'y JC ENGINEERING, INC. No. 80� 2854 CRANBERRY HIGHWAY No Mottling,Standing or Weeping Observed ,�, r EAST WAREHAM, MA 02538 SITE PLAN 508.273.0377 SCALE: 1"=20' Drawn By: ATB Desgned By:MCP Checked By:JLC JOB No.5993