Loading...
HomeMy WebLinkAbout0330 WEST BAY ROAD - Health 3 s-Z �� �u ti U , No. 9- I Fee dU THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4plitatlon for ]Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) �omplete System ❑Individual Components Location Address or Lot No.'33c W e_4*1r 13A-t Aw3A Owner's Name,Address,and Tel.No. A W.A '72-G�-6 el et �e _ _ raw Assessor's Map/Parcel 11� i 3 e E(ryA�l i �-0 rt�Ye.`•:,�a t T�J b - Installer's Name,Address,and Tel.No. y V 7-1 Designer's Name,Address,and Tel.No. 3'6 9 29'2-63-7-� '�L,o ff' %� 0 �L�ra��r e.�r:n 3 " t,. �•. �S P i Artie 6►., Type of Building: G fft.r Dwelling No.of Bedrooms Lot Size CIO IO om k— sq.ft. Garbage Grinder( ) Other Type of Building tO m o-1e_-r`Y>-L No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min. required) 4 If `°2 i Ngpd Design flow provided Z 1 � gpd Plan Date 't-Z to - -•Q`_ Number of sheets Revision Date Title ��cxb� 1 - �4y�'c� Size of Septic Tank CY S't t pp p -1 ��'N,,, Type of S.A.S. t), Co r Description of Soil e D t Nature of Repairs or Alterations(Answer when applicable) AZ3'-p �' 4--2 0 1000 C I Al T`y�,n �L u 0--lo b"3pk V�l (3) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintena of he afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environment Code n place the s �in operat' n until a Certificate of Compliance has been issued by this Board Hea Signe A Date Application Approved by Date Application Disapproved by Date for the following reasons- Permit No. _ ( y Date Issued l 4*, r kt A& $'+ ' � ht gag. .w �. R�j,;,.i..M. ..n.• .. .. ' .. •pf• i a No. G ? Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zip YcatioY or � : psemstruttior hermitY Application for a Permit to Construct( ). Repair( ) Upgrade()o Abandon( ) P°Complete System ❑IndividuarComponents Location Address or Lot No.A3 30 W e yS� 1 a-, ac�A�(tyJp�2 Owner's Name,Address,`and Tel.No. `}' A 4A 7 f- C.-�.O S,t3 ��,,li t M+'GPV1 Y"�'''t i wi-�'/C 4'ID4��'r�.1 1 y t* ' Assessors Map/Parcel 1I(p 1 1 fe Installer's Name,Address,and Tel.No. t;4 n-I � � -�"�� Designer's Name,Address,and Tel.No. `(Z'a4�.rt,� ti.a�L.. �r C. �. jai; ..Z 8 s•t G/i�r•��sY•p ( ' ot '► ,i�c r �il-• , , ? r e e•�,sr Type of Building: eh we Dwelling 'SNo.of Bedrooms' Lot Size 90 0C sq.ft. Garbage Grinder( ) + .:^ Other Type of Building t„ vac -d '� l No.of Persons Showers( ) Cafeteria Other Fixtures Desig n Flow(min.re wired) 4 t f � gpd Design flow provided Z 1 5, ``gpd Plan Date ~iL Number of sheets ( Revision Date Title ( +(2CX,b� �lSrfi �trl Size of,Septic Tank C*'i t:4�t' t()o 0 d f�' W??r S 7 A-` u i ko-c,4 cr t o . , ,Type of S.A.S. F.f«� ,� n,y.. � o Description of Soil ' Nature of Repairs or Alterations(Answer when applicable) At7 7 %2'`�=� ik-Zo t.u�u CI A�, To-"I %Z— �'�M;�K,,,• f\f), �P.t.� !��`^��.�0� �-ti3�C tf�� �"31 •'�n��"� E-�..7..�- h.t•�•d-vSA�S �.1�-Z�11 , Date last inspected: ` Agreement: w The undersigned agrees to ensure the construction and maintenance of he afore described on-site sewage disposal system in -accordance with the provisions of Title 5 of the Environmental Code d not > place the ystem in operat n until a Certificate of �. rCompliance has been issued by this Board of Hea tit: 4 r ,; Signed /�4` � _ Date p r . Application Approved by 1 j[ ,,. Je Date / b" I Application Disapproved by ':'. Date for the following reasons.;< s Permit No. � 1' _. (t f Date Issued �/r'•1 6 s•� r _"+�--- '�- -•--�,Ny _._._.__ ��- _,_,_ ,_ r��_�*_ _ -mot, ..._-- - - �_._'-___� __.t.:,_-� �' _�---- ' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance THIS IS TO�CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(X) Abandoned( )by 1'CQ Q�Z" t� y fl_ L ® � .�.• //�!'( /// at 3 3 0 La-e s•r (Low 1,&to n e Pray�%4 has been constructed in accordance with the c, Designer provisions of Title 5 and the for Disposal System Construction Permit No.,,[0 f �(I/ dated (/ L r Installer 1 O r ►y . 0 JdZ bra. jt�• Desig t '� . C is►'! ,­kbedrooms 0,0 yr►VKe.r Approved designer o gpd �,..,... The issuance of this permit stall not be construed as a guarantee that the system ill fimctio as design .,sue•°-.,, p . ' Date J� Inspector V6 1 -------------------`-- _..--' - -.-- - -------- '--•------ -'' -- ---•-' --------- No. -- '- - ✓-- ---- - - - - _ 0 2 f- l V Fee /6U THE COMMONWEALTH OF MASSACHUSETTS -� PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction j3Prmit Permission is hereby granted to Construct( ) Repair,( ) Upgrade Abandon(. ) System located at L,t� `� �,� a Ia.1� A1~Ji L t;((�S 1. t �,� , 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. l Provided:Construction must be completed within three years of the date of this permit. Date ir, /r?�r�l H Approved by - C Cw Town of Barnstable Regulatory Services Richard V.;Scali,Interim Director ! BABNBGBLL Public Health Division s639- Thomas'McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 s Installer&Designer-Certification Form Date:. 3�a1 Sewage Permit# Z�Z�—3 1O A.ssessor,'s MaplParcel 1 J6 f 13 Designer SG E,n�(ne-ermq SSG: Installer: Uw44 g. 6 6 r Cn,,Inc C{2aU} Address: 2,.8S41 C-COA�oerr:y Nit Wn . . Address: 363 hu6:4cs. 9a4% L ask ware'no-�n -N h 0 253�3 Sov.+1. yarWC1A_ ' ly1A On 8 1ZW . , was issued a permit to install.a (date) -.(installer) septic system at 33D West &w Rdad (aka 71 Craabk based on a design drawn by (address) Omit,) C En`5i:ileefc6 cl , TY1G dated 2c) dG] 1 (designer) T 1 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 but (.f 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. Strip out(if required)was inspected and.the soils were found satisfactory, I certify that'the system referenced.above was constructed i iance with the terms of the IAA approval'letters.(if applicable) �PMH eF atgss dOHN l O or. CHURCHILLAL Installer's nature) CML,, ..fit (D ner's Signature (Affix De i_ p Here) PL SE RETURN TQ ARNSTABLE 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.ASWicMesigner Certification Form Rev 9-44-13:doc s .No..... � w. DepOnmeniHE COMMONWEALTH OF MASSACHUSETTS; BOARD OF HEALTH . . Apporation for Disp anal Marks Ton--truth an rami# Application is hereby made for a Permit to Construct (J(,) or Repair ( )..an' Individual Sewage Disposal System at: `g LA44 bt a &gsAL3 Q2APJT ..C 2os g`�.. A.. �C. �k►.e 7.......�mT... y....�". ......-D--tr-P -- Location ddress o Lo No ._ .. W owner Address a ...... .................. -••-iai -------- ------ ...... Installer AddressALtss Type of Building Size Lot...:Q° t................Sq•*ect U Dwelling No. of Bedrooms Ex on Attic ►-, ng— ................ .............•--•-- pa ( ) Garbage Grinder ( ) p`4 Other—Type of Building QUA� 'v To. of persons S..J � S Showers ( ) — Cafeteria. Other fixtures C u 44`-o PaaR E ►max .- .--- . Design Flow..:..._......................gallons per person per day. Total dail i flow Y.:�: gallons Septic Tank—Liquid capacity 3C .gallons Length-!! .... Width io . Diameter Depth &.s.... x Disposal Trench-No.. ............... Width:-..b........... Total Length.... Total leaching area..AO.?.. .,-.sq. ft. Seepage Pit No..................... Diameter. ..........:_._ Depth below inlet .._.:.. Total leaching area.....:........-.sq:ft. Other Distribution box (X) Dosing tank ( } &-e' l e�p t000 G=ai.L40►_LS Percolation-Test Results Performed by...-`j.>a A.=..414YEA�C..................... Date..�?°�. ".°.� Test Pit No.3..L .....minutes per inch Depth of Test Pit......►a:.,....... Depth to ground water..AA�........... P= Test Pit No. 1.L2 ......minutes per inch Depth of Test Pit.. 1.0...;...... Depth to ground water-.IILA O Description of Soil...Q...`Z:.��:!.!!�:� .�!i 55Qt ? �-----�f :ti!4Q.---- -•-• y. V ...:-. - ----- UW ..... ........ ........ ......... ........ ...----- ......... ........ 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 TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the' 4 system in operation until a Certificate;of Complia ce has been issued by c board of health. r Signed :.. ..... ....: '.'a.� ... 6 --- V .. Da�e� Application Approved By .t.�. ...... , -- ................. ..---- f... Application Disapproved for the following reasons: --------------------- ........ ............................................. ...................................................... ` F Dare J Permit No. ........ Y �� ..:.. I Issued u. ...: .Date .._..... ......... THE COMMONWEALTH OF MASSACHUSETTS BOA-W OF HEALTH ................ OF ....... ............ Cler#t#trate of (antplinure THIS IS TO CERTIFY;That the Individual Sewage Disposal System constructed ( K ) or Repaired'( by...........fl �' s (a z ,� et at --- 1' 05Z'1 AC.P-i...l... 1.�.��7.:���� f� ��O�; �Sl�"edI-LLG 7,. ., .. has been installed in accordance with the provisions of TITLE of The State Environmental Code as described in the application for Disposal Works Constructipn Permit No. ........................................... dated ........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE.THAT THE � { SYSTEM WILL FUNCTION SATISFACTORY. DATE....::.. Tncnertnr r (-'v 33p O F BARNSTABLE LOCATION SEWAGE # JoZ=/cS VILLAGE ASSESSOR'S MAP LOT- - INSTALLER'S NAME & PHONE NO. GO P,0o x�U SEPTIC TANK CAPACITY 31 00o h LEACHING FACILITY:(type) l7 p e (size) ,cf_ NO. OF BEDROOMS /Nll PRIVATE WELL OR PUBLIC WATE BUILDER OR OWNER s`�R.. „` ` C( DATE PERMIT ISSUED: 40 -oZ7 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No ,If _.....� .� ..,,.,,...., A c.1300 w4 6 Gi- GA 3 log" '� 60X -Z) r TOWN OF BARNSTABLE LOCATION .330 Qr5 eD SEWAGE# 202• Z(� VILLAGE OS�I[I C.L(5 ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. �T Q, Oc#-e - SEPTIC TANK CAPACITY (2� 000 LEACHING FACILITY:(type) Fc ocw J)I F Fuso f-S (size) s 3 71— NO.OF BEDROOMS-0 IA g is d (u Mn.e�c%L1� vie OWNER (Q,,k-., PERMIT DATE: ( q Z I COMPLIANCE DATE: 9 31 Z 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 wetlands exist within 300 feet of leaching facility) I oo Feet FURNISHED BY ��0 `� �(/�� . T - d - A of '3 3 � Lj q Z }33U 30.La (Z J Z 31. 3 Z8 s i4.b 37 -41. l Q3 Go PROVIDE 24" DIA. H-20 CONCRETE FINISH GRADE OVER D-BOX = 9.8 NOTES iTH COVER OVER INLET& H-20 RISER WITH WATERTIGHT f H-20 CONC. RISER WITH WATERTIGHT FINISH GRADE OVER DIFFUSORS = 9.0' - 10.1' PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE GENERAL TOF EL.= 12.2'± PROVIDE EXTENSION RISER RISER WITH SECURE CAST IRON CAST IRON FRAME AND COVER TO SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED f W FRAME&COVER TO F G. (TYP OF 2) GRADE OVER ALL PIPED DIFFUSORS STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED. ALL SYSTEM COMPONENTS AND CONSTRUCTION OUTLET TO WITHIN 6"OF F.G. C.I. FRAME&COVER TO GRADE INSPECTION PORT WITH H-20 C.I. 4"SCHEDULE 40 PVC 2"OF 1/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 24"MIN.ACCESS 5" DIA. OUTLET(S) ACCESS BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES. FINISH GRADE ' � , COVER (TYP.) __.__._.___.______,u MIN SLOPE 1% STONE OR GEOTEXTILE FILTER FABRIC @ FND EL.= 9.0 t F.G OVER EXIST. TANK EL.= 10.5 1 F.G. OVER PROP ANK EL.= 10.5 - 11 .0 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 9"MIN. TOP OF SAS = 7.18' Im EXISTING PROPOSED 9"MIN. f 36"MAX. �- 6.64' 39" MAX. , 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE 4" SCH. 40 PVC 36'MAX PROP 4• BREAKOUT EL = 7.14 SYSTEM UNLESS OTHERWISE NOTED. SCH.40 PVC 2"DROP MIN " L=13'± TO D-BOX L=16'± 1 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN -- 3"DROP MAX 9"} - �„ PROVIDE WATERTIGHT o ELEVATION = 7.14' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A gogoiT } co 9 r 4" PVC IN FROM / JOINTS (TYP.) o oow� b 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF CONTRACTOR SHALL r ;'� 1 14" 21"DROP MIN ��min. SEPTIC TANK 4" PVC OUT TO 0 0 O 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. VERIFY SIZE AND 4'MIN. I LEACHING FACILITY o `- 14" o 0 CONDITION OF EXIST. LIQUID - 4'MIN o, o o 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SEPTIC TANK. LEVEL LIQUID 7.18' 12" 6" ( oC' = = = 0 (' } o o 7.35' LEVEL 6.97' MIN. 6•8Q' 6, THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 0 °° o 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK CONTRACTOR TO _.......�.�...�.�..°"'._�._.._____._� OUTLET TEE o0 oc� PROVIDE SPECIFIED TEES TO BE CENTERED 6" CRUSHED STONE °o 6 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS DROP BETWEEN DIRECTLY UNDER RISERS GAS BAFFLE OVER MECHANICALLY p� °° O NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH INLET AND OUTLET COMPACTED BASE CONTRACTOR SHALL VERIFY INLET TEE TEES TO BE CENTERED GAS BAFFLE 4.0' _I 4.0' I AND DESIGN ENGINEER, DIRECTLY UNDER RISERS 5 8.0 (TYP) I I 2 0_,_ „2.0'_! CONDITION OF EXISTING TEES 6�'CRUSHED STONE OUTLET DISTRIBUTION 80X 4.0 8. ELEVATIONS BASED ON N A.V.D 88 DATUM. BENCHMARK ELEVATION OF 14.26' AND REPLACE AS NECESSARY OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE ( 32.0' * I (TYP.) ESTABLISHED ON A NAIL SET IN FENCE AS SHOWN ON PLAN. COMPACTED BASE- BASE. FIRST TWO FEET OF OUTLET 6.10, GROUND WATER ELEV.= 1 .1 t (MHW) 8.0' a . VERIFY- PIPES TO BE LAID LEVEL. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION CONTRA.. .OFF T�� wkE��FY FXIS I Ifi�; ELE:VAi i�-'fd ' � " �_ '� '_ `USED MHW EL. 1.1'+ INSTEAD►OF , . �� THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1(a ANY WORK& NOTIFY EN131NE: R IF t)tF FI 12EN1 LENGTH 9 -0 WIDTH 5 3 DEPTH 6 0 3 FLOW DiFFUSCtRS GWE 1.0' FOUND AT TIME OF PERC. 5' MIN. tit-F��ut� END lir uv 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES REPORT ANY DISCREPANCIES (DIMENSIONS PER ACME-SHOREY) CROSS SECTION VIEW TYPICAL PROFILE TO THE DESIGN ENGINEER. EXISTING 1 ,0P' r'"0 ' ON SEPTIC TANK PROPOSED 1,00n ` , ` :��, H-20 Sf-' :"�iC TANK � r i T BOX D _ I--I �� _ . r' S �"" "� :J �� �� ,- 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONIC. STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE �-Er-� PIT DATA 11. NO ��REGULATIONS. OWNER MADE AS TO S TO OBTAIN WITH DEEDED OR ZONING - 1 i m N SUCH DETERMINATION FROM '�,, • •r .��> •1 APPROPRIATE AUTHORITY. ( PERC NO. 21-83 I ' !� " 3 ,� • ? ` •'i~ • '�` •' INSPECTOR: Donald Desmarais(BOH) 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED I ' ' UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR •., .+F ."''• EVALUATOR: Michael Pimentel. EIT, CSE • �� TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. b � • �..... ,. DAT : Oct. 27, 1999 t ) , _ 11 C.S.E. APPROVAL E 13_ DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT. DUST AND FINES. N _..... s A • .,. i • ., .l•` Cf DATE: April 2, 2021 I R. r �''•''` $ . 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE �" - + -• TEST PIT# 1 ( 11 00 MAP 115 • .� MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. 0o c5' te LOT 22 r �e; r.,•�" ELEV TOP= 9.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ( I ( rtJ, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ~��.. F ELEV WATER= 1.00, 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN 6 i •• , �•� �'•• PERC RATE = 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. t \ -ASPHALT- I ( ( ' - ' IMs--' •; ' r', I \ ( 1 N fj '+•• , •'\;R DEPTH OF PERC= 36"- 54" 16. PROPOSED PROJECT IS LOCATED WITHIN: "I ry ( I -- `- "1 ASSESSOR'S MAP 116 LOT 13 Q r/ LOCUS U -;+t� TEXTURAL CLASS: 1 i / t S88° 31'45"E a " + . •`•�� I OWNER OF RECORD: BRADFORD PALMER EGAN & MICHAEL T. CODY, TRUSTEES 3.41' c0 k t: r �,. • • fr • ♦ •••.�. '� ---- • l I EGAN FAMILY IRREVOCABLE TRUST 1, eti .. t m , , �� . w"`� • �1M--- �� . , ,�, ,�y, 0" 9.00' ADDRESS: 8 SAGAMORE ROAD �TOF=B 7 t i i ✓I f Lxic,1 it�u 6 A� Ctjivw1 iz .,,N%7 i HiiLL i.Sa sl �:�t- _._ • •y ../ � .• �r•�� • • •�ti � «;� •+. e' (- -- `�' k,1«•� s--" Fill WEST YARMOUTH, MA 02673 1 IWALTIRATORS PER AS-BUIL I iPARL? "� - • • • r s �• • r ) �, ` :, • •• •• • • �• r � • 24 �, I ' Via..FL EL =8 8'± P`ES (APPROX LOCATION ONLY' ( . . ,�• •a 7.00' . •.. , . � • • • A .. Loamy Sand I FEMA FLOOD ZONE AE (EL.12) YP�,bitC '' ' •� .�. • 1OYr3/2 COMMUNITY PANEL# 25001C0544J ♦ Vt. • 36' 6.00' i ♦ •• • �- TOF=6.5't O� REMOVE ALL UNSUITABLE MATERIAL(WHERE n 1\p C3\ 17. DEED REFERENCE: L.C.C. #196124 l -Q% Landin Perc j l f -ASPHALT- ( �� NECESSARY) DOWN TO"B"SOIL&REPLACE w/ :_ Q` ' � + �� �" .;, a , �p1 •• t 5,4' Loamy Sand 4.50' 1.) PLAN 26 AGE 216 2.}L. S" C, ,'� CLEAN COARSE SAND PER 310 CMR 255(3) 18 PLAN REFERENCES' N BOOK 4 P C. PLAN#14421-H t_... ,IOC.. „ aI B 10Yr 5/6 * FL. EL. -8 1 t 4' "� �, - ;; �;• ` % ALL DISTURBED AREAS SHALL BE RESTORED TOI ORIGINAL CONDITION. FL E!_ =2 7'-- I / EXISTINGU n j I 60" 4.00' PROPOSED H-20 o ! GARAGE (jr J " 1 .;. ` Y• Parker 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY \ DIS TRIBUTMON BOX--,, �- ( . w i FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY ' I Pond Y� C Medium Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE- PROPOSED a / 4" SCH 40 PVC VENT. i I/ 1 "� - - 2.5Y 6/6 21 A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLLACED IN A VERTICAL POSITION TO A EXACT LOCATION PER OWNER a• Ct DEPTH OF THE BOTTOM OF THE SAS AND EXTENID TO WITHIN 3"OF FINISH GRADE. A „ - REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. / Standing Co)9(i,. .4. ' 6 PROPOSED THREE (3) ` -- 22, OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL CONCRETE FLOW LOCUS PLAN REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. DIFFUSORS w/ STONE Cb c i 1 SCALE: 1"= 1000' I�2/ TP 1 '%' // 120" -1.00' LEGEND a i; Benchmark _ 9x0, �'AS _ I Nail in Fence t , , , Nail i =Fence , ,, - - TEST DATA A �A 50x0' EXISTING SPOT GRADE 100.3' DESIGN A PERC NO. 21-83 N.A.V.D. 88 - -- - 50 - EXISTING CONTOUR x DESIGN FLOW: NORTH BAY ! , �rn I INSPECTOR: Donald Desmarais(BOH) r��� (TIDA11 I PROPOSED 1 000 GALLON 50 PROPOSED CONTOUR 'o Q j EXISTING USE#1: + r H-20 SEPTIC TANK EVALUATOR: Michael Pimentel, EIT, CSE 50 PROPOSED SPOT GRADE EXISTING 1 000 GALLON 1 ° ~ASPHALT- OFFICE SPACE(i.e. 2,275 s.f. of office space) Q (< � v C.S.E. APPROVAL DATE: Oct. 27. 1999 6 SEPTIC TANK 10 BE FL IEL =8 2 ,,. DESIGN FLOW 75 GAL/DAY per 1,000 s.f. of office area April"ITILIZED IN DESIGN-- 1 SWING-TIES SCALE: 1"=20' TOTAL DESIGN FLOW 171 GAL/DAY{i.e. (2,275 sf/ 1,000)x 751 DATE: p 2, 2021 - �� EXISTING GAS LINE TOF=122'#- �+ f EXISTING OVERHEAD UTILITIES 1 ~ ! N MAP 116 DESCRIPTION BC-1 BC-2 BC-3 EXISTING USE#2: TEST PIT#: 2 i LOT 18 RETAIL SPACE (i.e- 870 s.f. of retail space-paint supply) ELEV TOP= 9.00, 1 � SEPTIC COVER IN (1) 18.3' 17 2' -- DESIGN FLOW 50 GAUDAY per 1.000 s.f. of retail area 1N - EXISTING WATER LINE FL EL =12 6'±--- co ELEV WATER= 1.00' 1 k 6 N SEPTIC COVER OUT (2) 23 4' 22.T _ TOTAL DESIGN FLOW 44 GAUDAY{i e. (870 sf/ 1,000)x 50) LL O #330 PAINT PERC RATE _ • TEST PIT LOCATION w MAP 116 o REMAINING PARTS OF THE EXISTING BUILDING ARE USED FOR C7 EXISTING SUPPLY I� FLOOD ZONE LINE DIVIDING ZONE X (<500} FROM ZONE CORNER OF STONE (3) 32 6' 28.1' 45.6' STORAGE &WORK SPACE FOR BOATS DEPTH OF PERC = U., LOT 13 BUILDING � & STORE "J � AE (EL 12) BASED ON ACTUAL ON-THE-GROUND FIELD v Ct EXISTING 1,000 GALLON SEPTIC TANK 2.09±Ac. (870± st+ INSTRUMENT SURVEY (PER F.I.R.M. #25001CO544J) CORNER OF STONE(4) 31.6' 31.7' 41.1' I TEXTURAL CLASS: I r (EFFECTIVE JULY 16, 2014) GRAND TOTAL DESIGN FLOW 215 GAUDAY (i.e. 171 +44) CORNER OF STONE (5) 63.6' 61.0' 20.5' s PROPOSED 1.000 GALLON H-20 SEPTIC TANK # w CORNER OF STONE(6) 64.1, 59.2' 28.4' SEPTIC TANK SIZING: 0„ 9 00 °-" t.x. � PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE LL©f FIRST TANK IN SERIES: - *ry DESIGN FLOW x 200%=215 x 2 =430 GAUDAY (MIN. REQUIRED) Fill (~ PROPOSED H-20 DISTRIBUTION BOX I� ` `-TOF=6.5't DESIGN CAPACITY = 1,000 GAUDAY (PROVIDED) 24 Loam Sand 7 �"' `�"�"p 1 CROSBY CIRCLE B4 USE EXISTING 1,000 GALLON SEPTIC TANK (first tank in series) A 10Yy Sand 0, PROPOSED H-20 CONCRETE FLOW DIFFUSOR 1 wv \ (15'WIDE PRIVATE WAY C 3 36" 6 0 S88° 06'40"E EXISTING SECOND TANK IN SERIES: -ASPHALT- � ``w 33.1 V -� .w 2 5) GARAGE ' DESIGN FLOW x 100% = 215 x 1 =215 GAUDAY (MIN. REQUIRED) B Loamy Sand I k O 1 OYr 5/6 `s DESIGN CAPACITY = 1,000 GAL/DAY (PROPOSED) REV. DATE BY APP D. DESCRIPTION t -ASPHALT- r O � � $0 6) USE PROPOSED 1,000 GALLON SEPTIC TANK(second tank in series) 60" 4.00' PROPOSED SEPTIC SYSTEM UPGRADE w ' 10.6 PREPARED FOR: o -22.1' SAS SIZING: Medium Sand EGAN FAMILY IRREVOCABLE TRUST I NOTES: MAP 116 INSTALL THREE (3) FLOW DIFFUSORS w/ STONE � 2.5Y 616 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF LOT 17 �, SIDEWALL CAPACITY LOCATED AT EACH SEPTIC SYSTEM COMPONENT. s' (LENGTH + WIDTH) (2 SIDES) (0.54' HIGH) (0,74 GPD/S.F.) = GAUDAY Standing ` 330 WEST BAY ROAD (A.K.A. 72 CROSBY CIRCLE) 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE v (4 { (32.0' + 8 0') (2 ) ( 0.54' ) ( 0.74 GPD/S.F.) = 32.0_ GAUDAY OSTERVILLE MA 02655 PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT ocv 4 ) _ ' DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF A o BOTTOM CAPACITY SCALE. 1 INCH = 20 FT DATE: APRIL 26, 2021 HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA 2) (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 120" -1 00' �_�\ o 10 20 ao so FEET 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A MASS DEP ZONE 11 OR 1) ; (32.0' x 8.0') (0.74 GPD/S.F.) = 189 GAUDAY �9�5 GROUNDWATER/WELLHEAD PROTECTION OVERLAY DISTRICT. PROPERTY IS Cl) JOH�; L s� PREPARED BY: LOCATED WITHIN THE ESTUARINE WATERSHEDS. BC 1 ,r CHURL `-1 y JC ENGINEERING, INC. TMn^ l-BC-2 TOTALS: No 41a07 2854 CRANBERRY HIGHWAY 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY TOTAL NUMBER OF DIFFUSORS 3 FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN SITE PLAN TOTAL LEACHING AREA 298.6 SQ.FT. r ` . EAST WAREHAM, MA 02538 THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY TOTAL LEACHING CAPACITY 221.0 GAL./DAY 508.273.0377 ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. SCALE. 1"=20' Drawn By: MCP ? Designed By. MCP Checked By JLC JOB No 5653 y a A. :i ,, _ __ 'fir TOWN OF BARNSTABLE L�QCA'110N � osh�: (�2c/c, } SEWAGE j Y �4f1 PY 7l"`T' •t 'ttt' VILLAGE Q3 rc, �L ASSESSOR-S{.MAP'&��LOT INS TA'LLER'S NAME Si PHONE NO. C,O2Jo'J, w%pv� SEPTIC TANtCAPACITY 31000 LEACHING F.ACILITY:(type w NO OPZEDROOMS PRIVATE^WELL-OR PUBLIC WATER BUILDER OR OWNER OS-- R-�t �Ye crb I x _ 4 DATE,PERMIT ISSUED x DATE COMPLIANCE ISSUED- VAR ANCE GRANTED Yes Now A >, ' mw7 wd77777 •mz � ly P, xPJ k t � N I1r 4., 6 THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Applirativit for Di►,> wial li lvrltB Tomitrnrtiun Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( /an Individual.Sewage Disposal System at: .. .. F .s '2.0.G............. Location-:\ddrrss or Lot No. C'Po>3Y...Y. , -- _...--- On Owner Address a Go�.�Q�'t �V'h Installer Address dType of Building Size Lot............................Sq. feet Dwelling— No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons____________________________ Showers — Cafeteria a' Other fixtures __________________________________ W Design Flow............................................gallons per person per day. Total daily flow.............................................gallons. WSeptic Tank—Liquid capacity----------..gallons Length________________ Width................ Diameter................ Depth................ x Disposal Trench— No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter--------------...... Depth below inlet............_....... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) ~' Percolation Test Results Performed by....... .................................................................. Date........................................ 1.4 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fZ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ x --------------------------------•----•--•-•--••----••-•----•---••---••....-•--...-•---•---•----•-'••......................................................... 0 Description of Soil.............................................................................................................. ......................................................... x x -- --------------------------------------------------- -------•--------- U Nature of Repairs or Alterations—Answer when applic le..... 1 _.. 1 j --`-•---------------------------•--.---------_-. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complian e has been issued b, th board of health. Signed . ' ..J/ 1........ ce Application Approved By _4 ---------- -------- ....I:.--------- ­j Application Disapproved for the following reasons: ....................................... . .................................................................................. ........................................ ........................................ Dace Permit No. ......... ----- ............. Issued .---., .........' Dace y..,.._'�s.+e,.,�..�+,,�=w.,�,....y.•.-.....-�••�.... � -•..+'........ ..r"•�--^• -:-d....r.••-`:..'-.�..+........w.3y...ti.,T..�-r.:r.....,..s...-� .r..- --....t._.-.-ww-.......J,.�.. +.�.....:•✓a..w�,....+ _3...,,,,�-•w-ry..-•...•.-..�.A A& THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Diaiituual HIjarlui Tatuitriirtiun ramit Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at .................................................. .........................-........................................................................ r'C',e Location-Address or Lot No. as�3-� `fn�-� ------------------------------------•-••-•-••-- ................................................................................................. /� —p Owner Address aV v 3(w.....••JV v� ll�............................ Installer Address d Type of Building Size Lot............................Sq. feet U DwellingFlo. of Bedrooms------------------------------ -----Ex Expansion Attic Garbage Grinder — P' ( ) g ( ) Other—Type of Building ---------------------------- No. of ersons..-..--------.-..-.--------- Showers M a g p - ( ) — Cafeteria ( ) dOther fixtures --------------------------............................................................................................................................ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity........---gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench--No..................... Width-------------------- -Total Length.................... Total leaching area....................sq. ft. Seepage Pit No...----- ---_------ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ 1 Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water--...................... C4 ---------------- ------------------•---.....------••----....-------•----...._•--•------•...........---.........._...---•-........................-------.--.. 0 Description of Soil.............................--.............-............................................................................................................................ W ............................................................... ---------------....------------------------ YY�.. -----------------------•------•----•-•-----------•--...---...---- Ux Nature of Repairs or Alterations—Answer when a licable..... ../�Jl�� P • P -------------------------------------------------- ••----------------------- ? �1.�....1 fl .o_G�/..—/03 / —-----...--� �c. �:./l� T1---------------------------•--------------• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the'' system in operation until a Certificate of Complian e has been issWbDthnboard of health. Signed - % 'r� .. ........................................ � 5 Dare Application Approved By ...._.:--....r ., .-. ...! L 'z -. .. ...... s ............................. js........ - Date Application Disapproved for the following reasons: ................................................ .................................................................................... .................... .......... ..... _ . ....--......................--..................................................... ... . ......--. . .. . ..... .. ........................................ - --T Dare Permit No. ........:........�...........��.. -.--.._.-.- Issued ....., :........`.�''7- -. ................................. Dare --------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE V��TT Ertifirate of 0:1omplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( // ) G62��� ,� ..................*....--... y ................._/..�-.-.......I--.. Installer at .......7c�� t`..cla -.t�f-.-.-�-cr. cn_.............................. .................----...--...--.....--................................. .........--........ ...........--........_....... has been installed in accordance with the provisions of TIT I. of The State Environmental Code as described in the application for Disposal Works Construction Permit No. .._�"�r`, y�.. �.-..... dated . / ..... .. ...�'.. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.....AlOjVt ._S.--- Ci_5. ................................. Inspector .... .---.--..._.....__..... ..-:. __.:.------ -...... - - ------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE... �.. FEE � ............ Rapoiial Norkii Tunutrurtiun ermit Permission is hereby granted........--U• RIPO:n... vry 9.(14�............. ---------------- ......................................................... to Construct ( ) or Repair ( J/an Individual Sewage 4isposal System atNo----------------------------•-••-------------------•----•--------.. ---------------------------------------------------------------------------------- ............................ Strec�� gr�r� as shown on the application for Disposal Works Construction Permit off.'' �/....--..... Dated... �.�:'a.��..1..tS�..... G Board of Health 1 DATE_-���-�(,?S!--�_S 5�---•--------------•-------------•-•---- I,/j FORM 36308 HOBBS&WARREN.INC..PUBLISHERS ,TOWN OF BARNSTABLE LOCATION 2 S C,2 SEWAGE # VILLAGE ASSESSOR'S MAP & LOT O ZQ V INSTALLER'S NAME PHONE NO. kGro:rZ.o.,,au s - ydg-S'C 0 SEPTIC TANK CAPACITY (,noo GA-( i LEACHING FACILITY:(type) ';� p (size) 3 NO. OF BEDROOMS /Y7 _PRIVATE WELL OR PUBLIC WATER y BUILDER OR OWNER �� � 'Gg,f DATE PERMIT ISSUED: /�/d7v_o2 JSSd DATE COMPLIANCE ISSUED J/ 7_9 - VARIANCE GRANTED: Yes No v a � I n � Lf ; CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT 1875 ROUTE 28 CENTERVILLE, MA 02632 (508) 790-2380/FAXv(508) 790-2385 OIL/HAZARDOUS MATERIAL RELEASE FORM F,A,# Q r i f LOCATION: ADDRESS OF RELEASE' p s _, DATE OF RELEASE: „�,c -,4 PRODUCT RELEASED: ! ` ESTIMATED QUANTITY: CORRECTIVE ACTION TAKEN ORE NSrl L ARTY: —�vi r rPe v l--�►r a�v s {^�rl` sA1 i�r� '�—�x s�u� NOTIFICATIONS: FIRE DEPARTMENT: YES(,,,}- NO( ) DATE: J� TIME: NATIONAL RESPONSE CENTER YES ,,.) NO( DEPT. OF ENVIRONMENTAL PROTECTION YES(i,,f) NO( r NYYE:C�cj TIMt': OIL SPILL COORDINATOR: YES( NO( ) DATE: _ TIME: TOWN BOARD OF HEALTH: YES(v, NO( ) DATE:.�TIME: 4,,1 TOWN HARBORMASTER: YES( ) NO( ) DATE:TIME: �,Ca, "` OTHER AGENCIES: ,Pr ,.—_a , --, COMMENTS: s--,4-11� �',� T -�,.—' -Jd REPORTED BY-4 1Q .� DATE: .a - WHITE COPY—FIRE DEPARTMENT YELLOW COPY—D.E,P, PINK COPY—BOARD OF HEALTH C-O-MM FORM *58 4 t f - y FtHET�� TOWN OF BARNSTABLE yam?�•f �O� OFFICE OF = Beaa9TOBL BOARD OF HEALTH i639• � 367 MAIN STREET HYANNIS, MASS. 02601 October- 10, 1909 Mr-. Richard D. Egan 72 Crosby Circle Osterville, MA (''2655 NOTICE TO ABATE VIOLATIONS , Dear Mr-. Egan : On Friday, October 6, 1989, Donna Miorandi , Health Inspector for the Town of Barnstable, performed an an-site inspection with Lt. Wilcox and Capt. Whiteley of the Ostervi l le Fire Department for the purpose of determining the status of the two (.2) underground gasoline storage tanks on the property of :1.808 West Bay Road , Osterv.ille l:i.sted . on Assessor' s Map 116 and known as Parcel. 013. ,l According to the Town of Barnstab.l.e' s Health Regulgtion Regarding 1=uel. And Chlemical. Storage Systems "no tank: may be abandoned in pl.a.ce" . .You are directed to obtain Via. remov<a.l. permit from the OSter-vi.11e Fire Department. and : have the tanks removed by November- 16, 1989. While an site the following violations were also. observc-_dc ARTICLE X X X I X . CONTROL OF TOXIC AND HAZARDOUS MATERIALS. � Section 5 (r_' ) . The Board of Health requires that containers of toxic or hazardous materials be stored r.:n-i an irpe.r-vious, chemical res.i.stant surface compatible with the material being stored , and that provisions Lip'- made to contain the product in the case of acc:i.dental spillage. Outdoor storage of toxic or hazardous materials is prohibited , except in product-tight containers which are protected elements, Ieak:r_age, � r .l e and �'-CJ'.::E�'t::.'LE�i:I fr(::iiil �=�'le _ caC.=f::.lijl.�_f'it.cll (:13(11:ZL vandalism, and which are stored in accordance with all applicable requirements of Se.ct.ion 5 of this bylaw. There are many ( approm. `0) 55 gallon drums stored on site ( some of which are open ) as well. as appr-(: ximately 20 batteries also outside on the groc.rnd . h1i-aSC3r::af;Hl l:=ETTS F-IAZARDOUS WASTE REGULATION: 310 OM ' :Tiie 680, 30.690. Each container- and tank: must -be clearly and visibly labelled throughout the period of accumulation With — the following - -the words "HAZARDOUS WASTE'' -'-L:.h'ie name of the waste (e. g . ,waste oil: , acetone) -the type of hazard ( s) ( e .g . , ignitable , toxic , dangerous when wet, coPros>>v e) --data on which the accumulation began . Each container- must be in good condition o The drums were unlabelled as indicated above and many of the them exhibit c!la'`rc!('iced stages of corrosion . Wastes containing toxic or hazardous materials shall be removed and, disposed of in accordance with the Massachusetts Hazardous Waste Management Act. Ch. 704 of the Acts of 1979 . `,'r..0 are directed to correct these violations within thirty (30) days of receipt of this notice. Please be advised that failure to comply with an , order could result in a fine of not more than $200. Each separate day' s failure to comply with an order sha.l. l constitute a separate v.iolatlon . PER ORDER OF V. 0 00A R I;) 10 H EAL--rFi .. Thomas A. Mck;ean Director of Public Health cc Lt. Glenn Wilcox and Capt. Whiteley, Ostervil le . Fire Department J r