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HomeMy WebLinkAbout0179 ROBBINS STREET - Health 179 Robbins Street Osterville A= 142 - 128 r No. . Q��9 P Fee THE COMMONWEALTH OF MASSACHUSETTS .Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplicatiou for Th5po.5al *patent Con5tructiou Verurit Application for a Permit to Construct( ) Repair( ) Upgrade(i) Abandon( ) ❑ Complete System dindividual Components Location Address or Lot No. 7q pobht wr 0i4PtWi Il-0 Owner's Name Ad re s,and Tel.No.JZi .9's vc I Assessor's Map/Parcel ' :Z81 y� Installer's Name,Address,and Tel No. J��^� w�d�o e7 Designer's Name,Address and Tel.No. pv' �/�/C J9s— y'oa•�Q S� OssT�r�vr�� a o ,#q Type of Building: Dwelling No.of Bedrooms �/ Lot Size /�y7� sq. ft. Garbage Grinder (Ne Other Type of Building SB R,5�to c. No.of Persons J` Showers(3 ) Cafeteria Wo Other Fixtures Design Flow(min`.required) �/yQ gpd Design flow provided . lj"/ gpd Plan Date �(/d� �G(a Number of sheets 2 Revision Date Title onea s-Po( ,STp t c ` y s 4-Pvt/ ��S' ,' ei C4 p c W 24 f/79 L /."kr c5 Size of Septic Tank f re B c.. Type of S.A.S. /92e*C.L. .7Z, -C,&na 01,J Description of Soil .34 A" Nature of Repairs or Alterations(Answer when applicable) c ye— Date last inspected: /6 G 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 t nvironmental Code and not to place the system in operation until a Certificate of Compliance has been issued b thi oard o He �. Signed Date D" Application.Approved by Date Application Disapproved:by: "Date for the,following reasons Permit No. C -00� �3.2 Date Issued d� Fee No. ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYication for �Ngpogal *pgtem Con!5truction Permit Application for a Permit to Construct O Repair O Upgrade(') Abandon O ❑ Complete System 0 Individual Components Location Address or Lot No. l 7-7 Pebk,x/,57 010 n AJ i/1 r Owner's Name Addre s,and TeI.No.Jove Q s e /79 vd,�rc�s s76 Assessor's Map/Parcel 1 -lot (Z4 Installer's ame,Address and Tel.No. Designer's Name,Address and Tel.No. �'1�Y 7��c Isis �o tick S� of?e r vr kp as �` / /11 .s—o� ya S S v1 5�,�,dWic e, oaC yJ-6rr 177 Type of Building: Dwelling No.of Bedrooms y Lot Size /� c�75— sq.ft. Garbage Grinder (NI Other Type of Building ,­5 i�v fQ,e/L. No.of Persons S� Showers(3 ) Cafeteria(i # Other Fixtures , Design Flow(min,required) yyO gpd Design flow provided y�!�/ gpd-.-_ Plan Date Y//X IO c` Number of sheets Revision Date Title �rbe e `(` up(, tcdj //9 Size of Septic Tank ✓ Ua a 04 L.- Type of S.A.S. rPQNC-tl, %�� �d I— Description of Soil S_P-e P/O" Nature of Repairs or Alterations(Answer when applicable) 0L Q /"c 12 o X 17' Date last inspected: >11,;1- /0, G 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 b th E-Board of Heaft . Signed L/ 7 ) arm Date Application Approved by .'Gl v. � Date C a Application Disapproved by: �� Date for the following reasons Permit No. Uo r0 ; Date Issued S THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS I Certificate of Compliance ; THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired X) Upgraded ( ) Abandoned( )by. at 0 0tp l' SV_ has been constructed in accordance with the provisions of Title 5`and the for Disposal System Construction Permit No. , P 3 dated Installer �.� , -`� DesignerC #bedrooms Approvedestg o � gpd The issuance of this te�tt ,it s 1 t onstrued as a guarantee that the syste` will fui s esigned. Date _J l ` Inspector - _. Fee o ;'. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Bfqogat �§pgtem Cougtruction Permit Permission is hereby granted to CConstfruct ( ) Repair (>) Upgrade ( ) Abandon ( ) System located at 1 7 el k u��r 115 t M and as described in the above Application for Disposal'System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Constructio must be completed within three years of the date of this�e-rim- Date 0 Approved by �- r r Town of Barnstable Regulatory Services Tbowas F.Geller,Director OSL - Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA QBb01 Office: 508-862-4644 Fart: 508-790.6304 llatstailer.�e De ' i _cation oratD liiaYe. sewage Peranit# Assessor's MaplParcel j____�,____�_ Designer° �21-Q✓ �A-ej S InstalQer• �c�hr. W��V-e�Ay Address: 12���L tcsss _ / Address: _ yH On .� .5 a�� '}el y was issued a permit to install a (date) (installer) septic system at '. f7l ''� S �� based on a design drawn by ,(address) dated - - - - - _=(designer- r a 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. Al a�', �le.a-- -j-C, �,�-� ;ems.-►-e�s -�,✓tr v�� 7Loe• t certify that the septic system referenced above was installed with major changes (i.e. Smater 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 -b ilt by designer to follow,. - `JN OFA4,,S_ ( S$ aturC} PETER 1 WENT CIVIL cn 4 No,35109 ST (Designer's Signature) (Affix Design ere) r V , ILL NOT BE 1L5suED LJN a 221H IORM AND AaL C' .X I 1tAMIARLS E H A u 1 11910N, 'I'1 AU XQV. Q:Health/Segtc/rh-.sipsr Certification Fonn 3.26-04.doc z Notice: Thb Form Is To Be Used For the Repair Of Failed septic Systems 08ly PERCOLATION TEST AND SOIL EVALUATION VMhfMON FORM � ✓�`lC e� �� . hmby calify that the dated. 1 Q (n cono inn the propaty located at AR Meets. of the following aturia: ® This Mod systato is connected to a residential dwelling only. non no co"M%mvieur— businese uses associated with the dwelling. 0 11W SW is classified,as CLASS i and the pemolation rate is lea dM or equal to 5 Mmutes per incL 'Me spplicant may use historical data to conch this fact or my conduct deep sm boles and par colatton tests at the site without a health agent present. Tlwre is no inaveage in flow tcsd/or change in use proposed ® 7110M we no VwWwo requested or needed. a Tres bottom of the pmpowd leach ns facility will_be located no less d=five fen above the mwdnwm adjusted gronmdwatsr table elevation. (Adjust tlr groundwater table rise Fri when applicable) A) Top of Oroand Su fw a Elevatioo(using GIS information) E) O.VV.,Elevation +adjusurant for bigh GV3'.3 DMVEREME BETWEEN A and 8 S1GNTM :.PA�K 6 NOTICE Saud upon time&bow wfortnation,a repair pernait will be issued for bedroom ffoxhYmm No additional bedroom are authorized im the Mwe wtbout TOWN OF BARNSTABLE LOCATION / SEWAGE # �®G t ,V, ILLAGE fASSiES 0 'S MAP & LOT9yoZ'"1°��' INSLLER'S NAME&PHONE NO. �b� 7 9. SEPTIC TANK CAPACITY ;f©d° �� o A-"07,D�,t -s o2 6 LEACHING FACILrrY: (type) %6 2-OL/c (size) b- ;X I c3 NO.OF BEDROOMS BUILDER OR OWNER 14,1 PERMTTDATE: SL 6 COMPLIANCE DATE: d 0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) IV, Feet Edge of Wetland and Leaching Facility(If any wetlands exist. 4. within 300 mtleaching Nil Feet Furnished by ,a Z,4 � 9 � ® I i Gay l F No. in � � � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for 33i.5tJOgal 6p!5temc con.5tructton permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑ Complete System XIndividual Components Location Address or Lot No. 2)040 1�k Q^ o_ Owner's Name,Address,and Tel.No. lve �GC Cl cSaC Getz. �-p,_ Assessor's Map/parcel .A-,)r Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. co j- Type of Building: Dwelling No.of Bedrooms Lot Size 0 sq.ft. Garbage Grinder (AP} Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures fj�1c��X _�rC1 FClhgri S°r>�Z, Z�3lC�f3a Design Flow(min.required) a-- gpd Design flow provided L`�'�� gpd Plan Date - 1 P,-O w Number of sheets Revision Date /4 Title ��s cS�Lt�GCP Qa� � 04T� LBSaf�?>i� Size of Septic Tank uST 1 .IJ©U Type of S.A.S. I G x Y+x 1° Teal Description of Soil -\-0 ?�M Nature of Repairs or Alterations(Answer when applicable) OQ C Aso D\O N 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 th's Board of Health. Si ; ' Date �G Application Approved by _ Date Application Disapproved by: Date for the following reasons Permit No. Date Issued No. l/ (.� '(J ' + a ,, �,' • Fee ,----- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �1 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes f�A 3pplicatton for �Digogal i§p,5tem Con5tructton Permit Application for a Permit to Construct Repair�<j Upgrade Abandon( ) El Complete System:N Individual Components Location Address or Lot No. ?JDA-0 l� Owner's Name,Address,and Tel.No. (�` jCC hStiG��r2 l C�x;;�U MCV�Se- Assessor's Map/parcel ,7� c1 e 4, Installer's Name,Address,and Tel.No. �r Designer's Name,Address and Tel.No. -t9tr Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder wp* Other Type of Building l�u���,a� _ No.of Persons Z Showers( ) Cafeteria( ) Other Fixtures l;+�.��.`z�� �-4c(.�;r, ��r��:. CG��\-?-A- - Design Flow(min.required) )7_k) gpd Design flow provided JJ�,P to gpd Plan Date - 1,i, -U co Number of sheets Revision Date AI/t4 'kTitle Size of Septic Tank -5-r` 1,c)OG Type of S.A.S. ny -11-^TFP-rc.>2S - 10x Y4,) 1' -tt Description of Soil Clt -�170 \Cc, x ? f Nature of Repairs or Alterations(Answer when applicable) oc Date last inspected: k Il Agreement: s 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. (� S i'' b`d:h rGf a `✓ 4rf,,terdG' `;. `., Date411 4A4A / - 5 _ �Application Approved by f�f � v Date ' Application Disapproved by: t Date for the following reasons Permit No. ate Issd V E/ ...�, + THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE, MASSACHUSETTS Certificate of Zomp4tdnre THIS IS TO CE FY,that the On-site Sewage Disposal System Constructed ( ) Repaired O Upgraded ( ) Abandoned( )b at has been constructed in accordance v with the prov. ions of Title 5 and the for Disposal System Construc4,on Permit No. /7" dated / Installer ` .. Designer St" o #bedrooms Approved design flow _ gpd The issuance of this permit shall no1pbe cgn]sttrued as a guarantee that the syste�will fd efi--ra"N signed. Date f"1 / K' Inspector`� J —7=7 No. Fee �O _N� A�� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS ligo,54,6p5tem Congtructton Permit Permission is hereby granted.to Con`ssttima ( ) Repair_( ) Upgrade ( )y Abandon ( System located at t 1l1�� .f n 1�; n t�l��l / _ �'.7!`i"a' an-d as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty - to comply with Title 5 and the following local provisions or special conditions. Provided: Con(;tniction Fnust be,completed within three years of the,date of i ermt. Date G �'7 ��K/ Approved by / I Town of Barnstable a stable �y�OFIME r Regulatory Services Thomas F. Geiler, Director BMWMBLE. 9�A "�; � Public Health Division rED1A°�p Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: '" j 5 0(0 Designer: Shay Environmental Services, Inc. Installer::. Kai - Ca WS Address: -P.O. Box 627 Address: East Falmouth, MA 02536 On -t4Q_f7)iN �UZ6 was issued a permit to install a (date) (':§taller) nn septic system at a640 rvl Ali 63 •aa DSWb\e� based on a design drawn by=- (address) - - Shay Environmental Services, Inc. dated (oe QZ-p(o (designer) Mr F C1 , b. V_ I certify that the septic system referenced above was installed substanti ally acco ding to' the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Cn 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. �a tN OF U4 0 4; P-C_ � o� CARMEN (Installer's Signature) E. 0": SWAY No. 1181 ' - o (I , �1� 1 �Fc t s T ERA `w\ S pN (Designer's Signature) (Affix De s> p Here) PLEASE RETURN TO BARNSTABLE 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:Health/Septic/Designer Certification Form 1Vvru vi OfVE lOH't� Regulatory SerVic:es /���"' Thomas F. Geiler, Director BARNSCABLE. MASS. $ Public Health Division 1639• Thomas McKean, Director 200 \''lain Street, Hyannis, NIA 02601 Fax: 508-790-6304 office: 508-862-4644 Installer & Desi ner Certification Form Date;' o� I Qiw Designer: Address: Installer: -a" h QiCCJ L, s et r q :address: &q_a c �------ S�4 ��N �t x, was issued a permit to install a On'TuAt l,a,t,o6 �c�vice 0ao6-'a�y (date) (installer) (��� Sb� based on a design drawn by septic system at 85 (address) r - - dated �owr1 CaiKtC,�C.nccr�✓\c � — (designer) _ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. - led %vith I certify that the septic system referencedhe SAS or any vertical as l relocation of any component greater-than 10' lateral relocation of Y of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. .�'041 &011# , a� . bw't for"► : y &Avap% law � 'SN OF MASs9 (Installer's Signature) � A H eyGN U OJALA CIVIL No. 30792 l � � o � (Design r' S ure) (Affix D T ere) TONAL EN PLEASE RETURN TO BARNSTABLE PUBLIC UNTIL BOTH THIS FOWY1 I N, CERTIFICATE AND A. - OF COMPLIANCE `VILE NOT BE ISSU BUILT CARD ARE RECEIVED BY THE B ARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.. . Q: Heahh'Septic/Designer Certification Fom, LOC T10N : SEW&C;E PERMIT UO. IWSTQLLER5 UWAE ADDRESS 5UILDER 5 Q A E T ADDRESS - DAZE PERNAIT D A.TE COMPLI WACE ISSUED ; '-�� 'i� �,P N .•••----•• ..I. Fs�..�1�................... THE COMMONWEALTH OF MASSACHUSETTS �, BOARD OF HEALTH / Y�-12k ab !d....OF........��. — — ?� Apphration -fur Uhipo al Works Tomitrurtion Vrrutit �dV APPlicatioishereb `made for a Permit.to Construct ( ) or Repair (�Yan Individual Sewage Disposal G d !,Sty-�!a I I e -----------------------------------------------•--------•----•••........... do ress or Lot No. Owner •.......................•.........•.......Address Installer Address !z t/7 O UType of Building / Size Lot_......ie---________________Sq. feet Dwelling o. of Bedrooms____._7" ----------------------------------- Attic ( ) Garbage Grinder (o 0 aOther—Type of Building ____________________________ No. of persons---------------------------- Showers ( /) — Cafeteria ( ) dOther fixtures -•-----------------------------------------------------•---------------------------------•--.-------•-----••------...-------•-------------•------•- W Design Flow............ .d.................�__gallons per person per day. Total daily flow-__-_____��........................gallons. WSeptic Tank—Liquid capacit- --------gallons Length................ Width................ Diameter---------------- Depth---------------- x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below i let____._____.._.._ .. Total leaching area-------.----------sq. ft. z Other Distribution box ( ) Dosing tank ( ) B e �_ �-7 Percolation Test Results Performed b a Y------- ------------------------------------------------------=---------- Date---------------------------------------- Test Pit No. 1................minutes per inch Depth of Test Pit-.._____-___-____- Depth to ground water_..------............... rs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-----.--___--_-____..._. O of Soil__-__�--_.-_!�. 1 ri f!'"" "" "' --------------- Description - � /--- W = b 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 Article XI of the State Sanitary Code— The_undersigned further agrees not to place the system in operation until a Certificate of Compliance has been �ii ued e b rd f Sig1 `s'!! . - ------- -- ----- - ------ ---------------- ------------------------------- Date Application Approved BY = ....... 3' ---------- .........••......................•........•-••—......._.............----- ----••.Date Application Disapproved for the following reasons:..._._. _-.-.. ...............•-•---•--•-•-••-•....._........--••----------•••-•------...•••------••--•••--••••-•---•-•-----------..........._..--•--•-----------------••••••----------...._.._•-----•••---------..--•- Date PermitNo......................................................... Issued......................----.............................. Date No..7.. .... FE$../ ................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......... .. ....O F.......,.d1. ,4. �-..........- Appliratintt -for Dispoiial Works C owitrurtion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair (A,)o� Individual Sewage Disposal SysG t ! U '" ff J fA ho ress ...---••-•-----------------------------•--or Lot ---- ,� �r------s .. ---------•-----•-•................... ------ Owner Address ---------------------•-•- � Installer Address Q Type of Building ' Size Lot.., ..........Sq. feet U Dwelling ems` ,O. of Bedrooms---_-: ..Expansion Attic ( ) Garbage Grinder (,t q) .� aOther—Type of Building ____________________________ No. of persons.........------------------- Showers ( / ) — Cafeteria ( ) a' Other fixtures --•------------ ------------- W Design Flow......_.................................gallons per person per day. Total daily flow-------- .5;�:Q........................gallons. WSeptic Tank—Liquid capacitv_E�!4..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 ( ) O P e � - �_ Percolation Test Results Performed by-------------..........................`_........._....................... Dat ........................� --•------_-----. Test Pit No. 1----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water---.-------............. rX4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water__.__._..__..__.-_-__--- ---------------------- - ------------ - -- ----------------------------- --•--ti-•- --------------------------------------.------•• -- i, Description of Soil -- 4--- r�----- rT- f :r' U � - ..........j c� ------------- � r.( ----- �°---_----/-------------------------------------------------- W _. VNature 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 Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i��4, ued he b rd f Si d.. - -- _ g - -- --------------- -------------------------------- r Date Application Approved BY 'Wx;� �L�1. ._ ... 2.... 7 ----------- Date Application Disapproved for the following reasons:-------•-----------------------------•-•-------•-------•----------------......_..............-- --•-••--•--••--- ••-•--•--••--•-•-••-•-•--•••-•------•----•••------•-•----•-••-------------•-----•------•••------••-•-••.... Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........... .....D WL?...OF......................................G :1,_......,......... �rrtifirtr of (TUnmliattrr THIS S RTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by......... Insta •-- --.---••-•• •--- •••. � : has been installed in accordance with the provisions of Ar ' 1 XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No------ ___________________ dated-.�__ ................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector °-� --------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD CIF HEALTH —,,............OF......4.ga—Ir-�................................................. !� No. ........ FE V,9:�r--------------- �i� lxl�r �Istrttrtttt rrnttt Permission is hereby granted t - ---------------------------------------------------------------------------- to Construct P-l'or Repair ) n/.In-dividual e osal�S stem/.. at Noted� r�....(�----- .... 5. Street as shown on the application for Disposal Works Construction Per o_______ ______ "'r1/'-,f//>ated.._3:_'�_ - 7� �y- �l%,!%!,!!,k`f"Y"fY"6,e_ ----------------------- Board of Health ems; FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS Lo 1�7 �--- rj F-0uQ0, �8,t ' 'tn m t t OF WlalAM 1 C.10 , a Nis. t9334 TlA,t-T V e AR>)cjo G k-) i n � C 1. -7 4 ol n � 076, f ouou s (TI CT 1 cx, r 1 r �� i �, �, �, ;� �. l � R � I � E i 444 TA, i FM I i� -F MET , � li' � t i -t T•�' f J i S�- f Rj 1 i II vi , EIAz if I ! C jg- IDS � E•��6 !" � ! j�',r .Q � I I f ,G4 "s �'1 . M is I J . v u 7 � I 19, � I 00 1 _.._---_----..__._.._.__...__...._..._...._._............... __...---_-._.._-.._._....- i qx, a//. d . Dank l�r I I I ��xr 7F rs;�i`�4dv�r~'• _ -I' r �.....;� ,_ `� I...� 1 , %d a tSU 'f- �;5: •�,. I �' __(` ( {�: QA x; � � ';),.r o tc+•^,c'- -1 '9X/s�SCt/to S..,y'b YG 41 r3 .fr - i 9a I - rr I i Imo, 3-:J"f 'CJ" c I I �1 ft� i i E --- � i _ ---- t ----- -I.:t,yp eCK Y: Gt Jr rrvc. j. Ij 1 • 76 l i ��� ! t' _��,-+c - �"ji- - I `i•:'/r�rr I II I Iti ! -� �-��i/.)f� : ( j RI � I I I , r It (� i j I r� il�! ��.�^iit� ,}bG..•P /'c,�'c.r 111 7 111 ; i 1 I � I / G I I I Aj ` fis ;, I t Ell I ( ! II I + c/XfGrr c o S i ! Ii I I J, it FTTI twit WAR ------ - I } ' I � ��.{�� �.J � v X/i�j,�.iE-;,"�! '��t,\_ i --��—�--�.—_�—a``l/$s�/�=1�� � � ' I _O 3'^c.>�, �• ��—i! i I ! ;W./;j I I1F M I ,ts t+. Z, I z TOP FNDN. AT EL. 94.8' SYSTEM PROFILE TEST HOLE LOGS ��aEss c0vER To w" e'of FIN.GRADE czar m smun PROWE wsPEMM PORT'A" a.OF FVM SRAM OAND FLAHERTY, RS e ACCESS COVER(WMITICIfn TO ENGINEER: WOMM JW OF COveR OVER PREfJ�T WRH#4 e'OF FVC GRADE 2X SLOPE RW PED OVER sYslom 87.0' - 88.0' WITNESS: DON DESMARIAS, RS Arta Ana • jtPI In t Run FIR LEVEL r o"LE R�MHO PE 85.0' DATE: 4/25/OB SM FOR FlRST 2' I _84.8 < 2 MIN/INCH / PERC. RATE - e 90.2t• I>� ! CLASS I SOILS Pt 1°°s 10 1 84.63 84.44' 2' E'Cf41311ED s1oNE OR MECHMWALL ft. I14' ,f g �`. \ 8 38' ilk COWACIION.(1&221 L211 R cp ELEV. � ' OEPIN OF FLOW 4- r tr 4 Y%&lq �L�stnPq 3/4- TO 1 1/2' DOUBLE WASHED STONE -_ r- _B.A� 84A' 1EE SaM INLET wm -10, 39' FILL24, FILL OunAT DEPTH • 14' A A/8 LOCATION MAP NTS J LS LS FOUNDATION— E)(IST. — SEPTIC TANK 45' D' BOX 3' LEACHING 41' 1 OYR 5/1 48- 5 YR 4/6 ASSESSORS MAP 194 PARCEL 1-6 FACILITY 5' *THE INSTALLER SHALL VERIFY THE C1 y �i e BU sE�MER�OL MIO ELE N TION9 + LS FS PRIOR To 96TALUNG MY PORTION OF SEPTIC sYsIEM 4 ! 5 YR 4/6 2.5Y 5/4 S _ 80- 83.0' as, 78.5' BOTTOM TH 2 73.0' C C2 PERC FS PERC MFS .I 241.81' t 2.5Y 5/4 OYR 8/8 I 128' 77_50'132' 1 73.0' NGWE NGWE N LOT 8A ' 48,874 SF SEPTIC DESIGN: 4(aARBPOE aaPosat Is NOT ALLOWED 1. DATUM IS APPROX. NGVO ` DESIGN FLOWN BEDROOMS (11�GPO) 6B GPO 2. MUNICIPAL WATER IS EXISTING' 102 USE A 550 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8' PER FGOT. 1101 f ! SEPTIC TANK: 550 GPO ( 2 ) - 1100 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H 10 _ '-- S. PIPE JOINTS TO BE MADE WATERTIGHT. N i USE A 1500 GALLON SEPTIC TANK Ow-um ter) 8. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 9 LFAC 2(48.4 + 8.32) 2 (.75) = 170 ENVIRONMENTAL CODE TITLE V. u --� SIDES- 7. THIS PLAN IS FOR PROPOSED SEPIIC SYSTEM ONLY AND IS NOT .- - I 9e q xg, 1*74� s TO BE USED FOR ANY OTHER PURPOSE PAS t s� $ BOTTOM. 632 �T� PO 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. owkMllr I % TOTAL: -7fi& S.F. :446g8g f;GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT FF► UP S 9B INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED _ USE (7) H-20 HIGH CAPACITY INFILTRATORS INSPECTION BOARD OF HEALTH. 9 �h� 94 WITH AU'STONE AT SIDES AND.2"AT ENDS 10. PUMP do REMOVE (OR FILL W/CLEAN SANG) EXISTING SEPTIC SYSTEM 2.75' 2.3' e8 AS—BUILT LEGEND TITLE 5 SITE PLAN EEG BOx r 100.0 PROPOSED SPOT ELEVATION OF 85 ALLAN ROAD \ 100x0 EXISTING SPOT ELEVATION\ T 8? ♦ IN THE OWN� OF:e TM2 100 PROPOSED CONTOUR (WEST) BARNSTABLE �� 4, s __�____ 100—EXISTING CONTOUR PREPARED FOR: DAMD LIIMATAINEN 76-- _ - -_-- CATCH BAS7AT 30 0 30 60 90 ELEV 83.0' w APIN0IL-LILY ALLAN ROAD &W UM01112111RIS MOM PER.�R� aouD of BeAcrB � 1.09ma FAarTY,E la �� �I` SCALE: 1' _ 3La- DATE: 8/9/2008 SUTANS eoL LATER.RRPIACE MIN CIE MEo.SAfO.EN0116R -TO SaPOCT me CE RVY ReaovM. ra:es° 30* -wo' \SH OF Tfgssq o °ti UTERIME MUST BE RE-ROUTO To down cap englaeering, Inc. AR NE H. GN 11E I&FROM SEPTIC SYSTEM o OJALA COMPOfQRISR SLEEVE WHERE WIM CIVIL ENGINEERS Io'OF COmPONEN1s CIVIL, ai EXISTING WATERLINE LOCATION LAND SURVEYORS ± /` NO. IS UNCERTAIN IN SEPTIC TANK � �. a• ! !j� 06-087 VICINITY. 939 main sL yarmouth, ma 02075 TB DAPB t � LEGEND `-� PROPOSED CONTOUR 99 PROPOSED SPOT GRADE to �.. _ ...� EXISTING CONTOUR Lacus N 036� x 101,70 EXISTING SPOT GRADE TP -_.. TEST PIT MAIN STREET W EXISTING UTILITY SERVICE TP-1 33.8' -=---'DTP-2 111 ` LOCUS MAP N.T.S. PROPOSED.-,,S-:A. D S: I , GENERAL NOTES: ' 1: ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL --•� .BOARD OF HEALTH AND THE DESIGN- ENGINEER.- 15 2: ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS *> OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE EXISTING PITS LOCAL RULES AND REGUL ► -_R' ' TO BE PUMPED $c REGULATIONS. 3.FILLED WITH SANG THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE 'BACKFILLED .PRIOR TO 'INSPECTION AND APPROVAL BY THE BOARD OF HEALTH. AND THE N _ DESIGN `ENGINEER. EXISTING TANK TOP OF TANK EL.=99.15 4. ANY CONDITIONS. ENCOUNTERED DURING CONSTRUCTION DIFFERING INV.,(OUT) EL:=97.80t FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. BENCHMARK: / . . f� 6UL1CtiEAD CORN _ W z 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. ER —' Imo. ro 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF (ASBUMeD DATUM) OQ v Q,� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF N N , HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. CIDN /No. 179 rn 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. I p, I I/2 STY, 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S: pp FRM / '. •/ y 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED T.O.F. = 101 .05 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 10. 'IT. SHALL. BE THE -RESPONSIBILITY OF THE CONTRACTOR TO VERIFY k 9 3, THE LOCATION OF ALL UNDERGROUND 'UTILITIES, PRIOR TO BEGINNING I CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS' IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN FILL AS SPECIFIED 1N 310 CMR 255(3). ` q� PN ! 42- ! 2S a 12. CONTRACTOR SHALL EVALUATE STUCTURAL INTEGRITY OF EXISTING i SEPTIC TANK PRIOR TO CONSTRUCTION. 1 2,475±5F j - 13. THIS PLAN IS :TO BE USED FOR SEPTIC. SYSTEM PURPOSES ONLY t AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. j I �� OF Mgss f— 100.00' ��y ° -- o� PETER T. G� PROPOSED SEPTIC SYSTEM UPGRADE ....._. . Hf32`11V �, g McENTEE \,52 ..._ _ ; ,,,., , .---, OHW:-- CIVIL 179 ROBBINS STREET, OSTERVILLE, MA W 35109 EDGE '- :5; V 91mt+IT �o C/S1 Prepared for: June Nese, 179 Robbins Street, Osterville, MA 02655 A£ ER +.� ROBB��"'� �TQ�� � - fssl A E�, Engineering by: Surveying by: SCALE DRAWN JOB. NO. v 1 1 �L.. N l ENkleengWorla HOOD SURVEY GROUP 1"=20' P.T.M. 151-06 12 W.Crossfield Road P.O. Box 1724 Fo►estdgle, MA 02644 Mashpee, MA 02649 DATE CHECKED SHEET NO. 1 (508) 477-5313 (508) 539-7799 5/12/06 P.T.M. 1 of 2 r - k NOTE: TO PREVENT BREAKOUT,.? PRO POSED OPOSED C TOP OF ! y FINISH GRADE SHALL NOT BE < EL.95.0 FOUNDATION : - FOR A DISTANCE. OF 15' AROUND THE EL.=101.p5 FINISH GRADE: 98.0± 100.0t (EXISTING) EL.99.8t EL.98:2t PERIMETER OF THE S.A.S. ' - MAX: GONER OVER S.A.S. = 36 _:�4 - MAINTAIN 2% MIN (SLOPE OVER LEACHING AREA INSTALL RISERS OVER INLET & OUTLET INSTALL. RISER OVER D-BOX TO - WITHIN 6" OF FINISH: GRADE INSPECTION RISER PIPE TO WITHIN .6' OF FINISH GRADE SET TO FINISH GRADE '.. L = 30 4' SCH 40 :PVC = L 3 . v 4' SC 40 PVC 10" EXISTING 14» ® S= 13� (MIN.) . 6 lOpp GALLQN S=. 1 % (MIN.): O O O O p O O. O O O O O O O O O O- O O a SEPTIC TANK INV.EL=97.80t: . _ o' ooeoo - o ap o o'. 00 o 000 o eo r d ADD GASfi _ BAFFLE D—80� .INV.EL.=95:00 INV.EL=94.50 INV:EL=95:17 EXISTING y- 2' 4 INFILTRATOR' `3050 UNITS=:29:i3' 2> NOTES: 1) CONTRACTOR SHALL-VERIFY ALL 'EXISTING LENGTH 33.8+ . PIPE INVERTS PRIOR TO CONSTRUCTION. `.. EFFECTIVE 2) p�-BOX SHALL sET �EvE� AND TRUE To I - SOIL ABSORPTION °SYSTEM PROFILE GRADE ON A MECHANICALLY COMPACTED SIX: N.ts.. e INCH CRUSHED STONE:BASE, ?S SPECIFIED i IN 310 CMR 15.221(2). - : 3) INSTALL INLET & OUTLET TEES AS REQUIRECI. BREAKOUT EL. - 95.0` 4) GAS BAFFLE TO BE ]INSTALLED ON.`OUTLET TEE _ OF AN Y _ PIPE INV.`EL. - 94.50_ �'DOUBLE WASHED SHED STONEr AS 'M MANUFACTURED B TUf TITE ZABEL OR EQUAL. > : r T EFF-DEPTH 2'. 3/4„_� 1/Z,k (3) 5" ,DIA.OUTLETS BOTTOM S.A.S. EL.= 92.50 DOUBLE WASHED STONE SEPTIC SYSTEM PROFILE t5.5" �.- t8 .� 2 CHAMBERS -ARE TO BE LAID 5' MIN. ABOVE BOTTOM OF `: 4' 4.2'- 4' — LEVEL ON :A SAND BASE N.T:S. T.F: :EXCAVATION OR G.W. EFFECTIVE WIDTH 42.2' . Els j2° NO G.W. AT EL.=86.7 (TP-1) ,15.5 -6SOIL LOG q - - -- - - - - � .. ' N �S • 2kk DATE: MAY 4: 2006 ABSORPTION ',SYSTEM SOIL ABSORP TEM SECTION b PROPOSED S.A.S. SOIL EVALUATOR PETER T. MC:ENTEE P:E , MAY SUBSTITUTE A TUF-TITE N - 4HD2 HDPE D-BOX (H-10); I - I WITNESS: NO-WITNESS-CLASS, 1 SOILS_ tiN� OF MAss, OR EQUAL. : — — — — — -- — 9� Elev.. T geptn Elev. Z Depth o PETER T. �G�n - .. , P 1 TF'- A DE CRITERI _". N 4 BEDROOMS SIG (� BOX _ NUMBER OF BEDROOMS 7 A 5A 97.8 A sAN 0" © McENTEE " `.. N.TsOAM v CIVIL _ 9 RATE:7. 10 RY3/3M 1UYR1 / 97.2 i 8, 97.3, B - No. 35109 Y.SAND LOAMY SAND . SOIL. TEXTURAL CLASS: � I LOAM b' 6" ..DESIGN PERCOLATION. RA 2 MIN./IN. 10YR 5/4 1OYR 5 4 /S�Ee�O 95.2, 30 99.3 C7 30 - GRINDER: L1 5'/p DAILY.FLOW-DAILY FLOW 40 G.P.D. 05DIA ; � GARBAGE' NDER NOQ caARse SAND, caARSE SAND SEPTIC TANK REQUIRED: 1000 GAL. CAPACITY0 b �. '2.5Y 5/6 2.5Y 5j6EACHiNG AREA REQUIRED: 440 594.6` 5.F.78" 90.8 C284 .74>CzL ivMEDSAND MED:'SAND_ L:SY 5/3 .. - �2.5Y 6/3y�yr �'' � USE-_4 �INFILTRATOR 3Q,�0�• UNITS. �AS SHOWNORT FOR.INSPECTIUN. . 7.> >,.r,. $67 132" $7.3 _126" - 2(33.8,' +` 12.2') X ,2' = 184.O S.F.$ _SIDEWALL AREA:" NO GROUNDWATER OBSERVED BOTTOM AREA. 412.4 S.F. ,, PERC RATE ¢2 MIN/IN. (SAND) TOTAL AREA: 596.4 S.F. 33 X 12.2' . INSTALLED LENGTH DESIGN FLOW PROVIDED: 0.74(596.4) = 441.3 G.P.D. ' r PROPOSED SEPTIC SYSTEM UPGRADE iN5 INFILTRATOR 3050 INLET EN r' r ,' '`,r f ' rr'' ', 179 ROBBINS STREET, OSTERVILLE, MA NOMINAL CHAMBER SPECIFICATIONS Prepared for: .tune Nese, 179 Robbins Street, Osterville; MA 02655 SIZE (W x H x INSTALLED L) 50" x 30' x .89.5° WEIGH( 80.0 LBS. Engineering by Surveying by: SCALE DRAWN JOB. N0. CHAM$ERS eeringWorks HOOD SURVEY GROUP NTS P.T:M. 151-06 - Eng1n S.A.S. LAYOUT 12 W.Cr ss eld Rood P.O. Box 1724 N.T.S. Forestdole, MA 02644 Mashpee, MA 02649 DATE CHECKED SHEET N0. (508)`477-5313: (508) 539-7799 5/12/06 P.T.M. 2 Of 2 2-16' DIAM. ACCESS MANHOLES d *L� �• 3a i y.,: tfYd Sz�� ' :"r3*i rq:t �s"+ p 10' min. from `NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C. SECTION A A B � I \ �� Existing Foundation house to septic tank PROFILE VIEW OF ADDITION TO LEACHING SYSTEM ,,! is TOP OF FOUNDATION ELEV. 100.00 (Assumed) D-Box cover must D• o••;• �• r. Septic tank covers must be •'�'+�+Y�•t •`;. .i�� u within 6 In. of finished graft within 8 tn. of flntshed grade )01 ' + ?� • Grade over Septic Tank- 97.00 Grade over D-Box- 66.00 -Grad•over SAS-88.00 3" of 1/8• - 1/2' Washed P•astons \`\ 3/4' to 1 1/2 " Washed shed Stone :,1 t,% i T ns r S 0.02 3 HOLE M-10 4'PVC(CAPPED)INSPECTION PORT TO BE INLET 3a' EXIST. s-o.oi or Greater IST. BOX 3' Maximum Cover Top OF System- Eiev. -8a.76 INSTALLED AND TO BE WITHIN 6'OF GRADE ou T C FROM EXIST.Ill PIFOUNDATI�1 ` N SIEPTIC TANK g 90' Per foot 0"EtbcUve DpM tiJ �, t� S" 0.01' THE ACCESS COVERS FOR THE SEPTIC TANK, ' h DISTRIBUTION BOX AND LEACHING COMPONENT- { _ c y II p,4is, obi n S. 'p',+'�{-'�:�'; r t'r"r T'++ tiM. SET DEEPER THAN 6 INCHES BELOW FINISHED :- CONCRETE FULL FOUNDA o 1 H-10 U N 5 Units 9 6.25' w 30' FINISHED GRADE GRADE SHALL BERAISED TO WITHIN 6.OF 0.83' (10 inches) STEEL REINFORCED PRECAST CONCRETE Rid }{ SYSTEM PROFILE e ; „ 3 3 INSTALL TUF-TITS GAS BAFFLES OR EeuALs 6 In.of 3/4'-1 1/2' 9 > 3I,25' PLAN VIEW compacted stone ; er , Y Not to Scale • a� 37.25 3-ZC REMOVABLE COVERS A6D n 1ss Cap dad £ 3.5' Imo-3,�1 3.5' p Effective Lenpth I o2•oea;eauc�N a ' >:e -` 6.42' SOIL ABSORPTION SYSTEM (SAS) c. 6 Il3/4•-1 1/2 Provided •r'' : `• :' ' - GENERAL NOTES p 10' � compacted stone < Effective vk+sh INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN min. clearance •As •stT t. � INLET 8 min. 12�m1n. Inlet to a,d•t. s.mti NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE -� o OUTLET 1. Contractor is responsible for DI safe notification c m (OR EQUIVALENT) i L ui V4_ p 9 Bottom or Tat Ha• 1 EI•v.-77.00 a °•m�'' ,4• and protection of all underground utilities and pipes. - NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18 /EFFECTIVE HEIGHT IS 10" a' -T •' 3� r's' -7" 2. The septic tank aP� distril� ion box shall be set t#aundwat�r Observed - NONE OBSERVED / / 4'-0• min. level on 6" of 3 4 -1 1 2 stone. Do § em ;° !• Liquid depth 3. Backfill should be clean sand or gravel with no stones over 3" in size. �. 4. This system is subject to inspection during installation •• . •,• '•.. •t•• ..,, •: "'• •• b Carmen E. Shay - Environmental Services, Inc. '•''1 Y Y 225.00 B'-o• 4' -10' S. The contractor shall install this system in accordance ' ---- CROSS SECTION AND-SECTION with Title V of the Massachusetts state code, the approved plan \\` i -- --- - -----86' and Local Regulations. `\ I 6. If, during installation the contractor encounters any `\ 1 o TYPICAL 1000 GA'LON SEPTIC TANK soil conditions or site conditions that are different \\ PARCELS #1 & #2 I from those shown on the soil log or in our design , r- NOT TO SCALE installation must halt & immediate notification be 67,940 Square Feet +/- - 4 b -- _____ _ made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the PERCOLATION TEST septic system unless noted as H-20 septic components. ' ' 8. Install Tuf-rite as baffles or equals on all outlet tee ends. Date of Percolation Test: MAY 15, 2006 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. t ,' Test Performed By: CARMEN E. SHAY, R.S., C.S.E. 10. All solid g g � TEST HOLE #2 , � piping, & fit#in s shall be 4" diameter � Results Witnessed By. WAIVER (Per Barnstable B.O.H.) ELEV.= 88.00 ,.' ��BI� EXCAVATOR: BARROWS EXCAVA1,10N-JEFF BARROWS Schedule 40 NSF PVC pipes with water tight joints. Percolation Rate: Than 4 MPI ® 24" 11. MUNICIPAL WATER IS AVAILABLE TO THE SITE and Surrounding ----- - --------- , ,SRO' --------- Test Hole Properties. 86 Test Hole No. 1 No. 2 37. ar`"r • �i}w ,�'/ _-- \ DEPTH SOILS ELEV. DEPTH soils ELEV. �' • , , ---- \90 0 98.00 0 88.00 0L4IE. Sand Loom THE PROPERTY LINES ARE APPROXIMATE AND 4�, w • , , Y Sandy loam COMPILED FROM THE PLAN BY YANKEE SURVEY / �5, t�'"!• 4�• �� ,�' �� '--- `\ 10 YR 3/2 10 YR 3/2 ENTITLED "CERTIFIED PLOT PLAN OF #2040 RT 6A, W. BARNSTABLE, MA," D-Box ��, y!�" ; '' �' \`� 1 0•-8" A 87.50 DATED SEPTEMBER 9 1992 / \\ I o•-s• As 97.5a a AND IS NOT INTENDED PTO BE A SURVEY PLOT PLAN Windy Sandy IT SHOULD BE USED FOR NO PURPOSE OTHER THAN Loom THE SEPTIC SYSTEM INSTALLATION. 10 YR 5/6 10 YR 3/6 EXIST. j j ,i' lo, �� `� `�� 6 24" B„ 89.50 6•- 24' B 86.00 SAS ► ,' ,' /' �� �'9� Fine Fine Sand Sand NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE s.a Y 8/8 2.5 Y 8/6 FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED 24"- 96 CI 24"- 132 C, OF AS PER BOARD OF HEALTH SPECIFICATIONS. ' ' \ SILT LOAM/CLAY EXISTING LEACH PITS TO BE PUMPED DRY & 2a�� FILLED IN PLACE EXIST. 1,000 GAL. SEPTIC TANK ASSESSORS MAP - 217 PARCEL - 019/W00 ZONING - RESIDENTIAL FLOOD ZONE C , , \ I Perc #1 ,' i \\ \ Depth to Per 32" to 50" ,� �/' f \ Perc Rote= 4 MPI a \ Groundwater Not Observed ' No Observed ESHWT - THERE ARE NO WETLANDS LOCATED WITHIN A 200 RADIUS ------- -'' ADJUSTED H2O Elev. - Nc QE THE PROPERTY .s_ EXISTING i ,' Failed '' � \ 1 BEDROOM ,' Leach Pit '' \ \\ „ GARAGE/APT. 1 LEGEND ALL OUTLET PIPES FROM THE y /' ' /' ♦'`-' I ` DISTRIBUTION BOX SHALL 8E CONCRETE COVER _ SET LEVEL FOR AT LEAST 2 FT. 12' / / / ♦ 1 3 6•,OUTLET v ..r•. ..a.: 2 EXIST. 1,000 GAL.,'' ; �� ► KNMO"TS `' 8X0 DENOTES PROPOSED i EXIST. / , , i TEST HOLE 1 # ' ` I - as' �, 12• •ILET SPOT GRADE DRIVEWAY i� / I I SEPTIC TANK ELEV.- 98.00 i `�\ j e• e• ,, ' L J �� DENOTES EXISTING ' \`� i 1aa• �• 1.7s• X 104.46 SPOT GRADE PLAN SECTION CROSS-SECTION PL PROPERTY LINE 3 HOLE DISTRIBUTION BOX - H-10 LOADING ---(97-1-- PROPOSED CONTOUR NOT TO SCALE DECK ;' ,,-' `\ \ 97- - --- -97 EXISTING CONTOUR DEEP TEST HOLE & I , #2040 �� \ Design Calculations PERCOLATION TEST LOCATION EXISTING ,'' �� Number of Bedrooms: 3 Bedroom EXISTING 8 BEDROOM ,' `� \\ Garbage Grinder: No FENCE HOUSE ,� "'�. �� Leaching Capacity Required: 330 Gal./Day (MIN, PER TITLE V) Septic Tank : - 2 x 330 Gal./Day = 660 USE EXIST. 1,000 GAL. Septic Tank. SOIL ABSORPTION AREA: Using percolation rate of 4 min./inch PRIVATE DRINKING WATER WELL Bottom Area: 0.74 gal/sq. ft. x 370 sq ft. - 273.8 gallons I ! Sidewall Area: 0.74 gal./sq. ft. x 78 sq. ft. - 58 gallons REVISIONS i I I \� '\ Providing: - 331.80 gallons ! PROJECT BENCH MARK ► ` ' o� i I► I / TOP ! C FOUNDATION \\ Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, NO. DATE: DEFINITION ELEV� = 100.00 (Assumed) �� \\ TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE / ! �� ON THE ENDS. NO STONE UNDER. 00 I / i __ PROPOSED PREPARED FOR , SUBSURFACE SEWAGE DISPOSAL SYSTEM I t OF 0 20 40 50 ;j� ,,--''- _ -' ' MS . BARBARA MORSE #2040 MAIN STREET - ROUTE 6A 2040 MAIN STREET WEST BARNSTABLE, MA SCALE: 1"=20' � �`\ }�\ �\ ------------ i \\` \�/p ___--- " WEST BARNSTABLE, MA PREPARED BY: --- --- M 0 2 6 6 8 S CARHEY E. SHAY EAWRONME'NTAL SERVICES, INC. \ E. P.O. BOX 627 i >98.78 i No 11 1 EAST FALMOUTH, MA 02536 oo, 010, � `� SA AFt\P � 4 TEL/FAX 508-539-7966 -_ SCALE: 1"=20' DRAWN BY: CES DATE: MAY 18, 2006 (60 FOOT RIGHT OF WAY) --. � PROJECT#SD-919 FILENAME: SD919PP.DWG SHEET 1 OF 1