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HomeMy WebLinkAbout0092 COTUIT BAY DRIVE - Health 92 Cotuit Bay Drive A= 056-023 Cotuit _ ._ TOWN OF B�AIRNSTABLE n LOCATION �� `y L U,-r 1/Q, SEWAGE# 0016 - I 'VILLAGE Col 0[ r ASSESSOR'S MrrAP&PARCEL �� 3 INSTALLER'S NAME&PHONENO.(34Ptt-ccJ(D,C G�ittiCc�Rlvc� �-�-�.�F7 7,7 SEPTIC TANK CAPACITY (00 eiy r 0 A)g LEACHING FACILITY. (typek--� 57006k,e4 040EP-5(size) 124,21 K .1S t NO.OF BEDROOMS- OWNER- 1 h-?! SOGLIVA)d PERMIT DATE: S,oZ 4- f(0 COMPLIANCE DATE:, Separation Distance Between the: /� Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility v ) A Feet Private Water Supply Well and Leaching Facility(If any wells exist on ` A site or within 200 feet of leaching facility) fy 1A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within A/ 300 feet of leaching facility) �, `" / Feet FURNISHED BY �'�P t 0;E � � , A,Z z a�{ s 7D•'1 � �yw ^e 7z.S C- L- 5`t' `I ' 3 2 e- 4 75.6 �. � B' C^ S � 7g. 6 l No.90 I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpliCatlon for Disposal 6pstrm Construction 3pPrmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 9a Gt7TV IT 0A'j b'A. O ne ' ame Address,and T 1.No. ,5 4 doTUtT Nk �j�c i,ry Assessor's Map/Parcel -3 �j d- 60T V t T OM DR` C O TU L f Installer's Name,Address,and Tel.No. 502_thy 7_!E%7"7 Designer's Name,Address,and Tel.No. -02—o27_1 6377 CAPGAel,C 0J'rEkPAJ5E9 to ae ;Ijc- 1 3 CQYC44 kV Sy MA6680S A95 HWY 6, WAQ NM Type of Building: Dwelling No.of Bedrooms 3 Lot Size a S'59 fi sq.ft. Garbage Grinder( ) Other Type of Building RGS f 061J'rJ b4(-- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ��C) gpd Design flow provided ,3�9 r gpd Plan Date 140 Number of sheets I Revision Date Title 9 0L 00-(>l`I 2A%4 Dal y-6 (W- u cr Size of Septic Tank I,S O 0 Type of S.A.S. (')-) 5 (OG L 04Ax466R,&' Description of Soil A4 7)1 oaA SAA.O6(0 3 565- pcA�/ Nature of Repairs or Alterations(Answer when applicable) ) 1cS6o GAcLb&) N -l0 SLk TlC: c e (TH 4 F65C OF ,4GZ-- -G&sue 50Pit6 1JON Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. -- Sign Date 5 m a ''�®L 1!!4, Application Approved by Date Application Disapproved by Date for the following reasons Permit No. go I (�" Date Issued �� No. go Fee 1�V t. - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes M PUBLIC HEALTH DIVIS ION - TOWN OF BA RNSTABLE, MASSACHUSETTS Rpplicatlon for Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 91 COTU IT 0,4 q bA O e ' �l rm�'Address,and T 1.No. �UTUiT 'RK uc,c.tva,� Assessor'sMap/Parcel j --j '?X 60TV17 13M DR, CoTVt T- Installer's Name,Address,and Tel.No.50$-417-g$-77 - Designer's Name,Address,and Tel.No.5,02 o273" 6377 CAP6401DC 0J'r"F1,415ES CLr_ JG e&)e 6-&QtjG r&jC. Type of Building: --^^�� t F Dwelling No.of Bedrooms Lot Size CP!r,59/— sq.ft. Garbage Grinder( ) Other Type of Building R(;S t oegn A-(— No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 0 gpd Design flow provided ,3 0 gpd Plan Date 5-1(.-Ao 140 Number of sheets Revision Date Title 9 a C oTu!I 8AY DA I V 6 CdTu Cr Size of Septic Tank 1 S O U Type of S.A.S. C-) 560 AL Cf4/l$4XY_S 4yV� Description of Soil 4m gnl baA Sd4 N� " t l s R.AO Nature of Repairs or Alterations(Answer when applicable) T iC- 1JS i�i 4-Ll IU t "t u71M_W-0 1-4,1 C n-A&C -M l aQ S50 o E—,e4t4,_0N 14-10 (f4 AY46Q2S WITH �t F6rr OF -- Date last inspected: Agreement: i 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 F Compliance has been issued by this Board of Health. Signe .-, Date �- Application Approved by Date 14 `f Application Disapproved by Date for the following reasons 'sa Permit No. Date Issued ---------------------------------------------------------- ------------------------------------------------ ----------------------- ; THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Qtertificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by (2A06 U)(D_TA EA) at 9,� e pT u tT �lt�( DR- CCrrt>t 1 has been constructed in accordance J with the provisions of Title 5 and the for Disposal System Construction Permit No. ,9016- Pq/dated S 3b_y Installer CAPEAWID& &J-rZ-T �>4tS&.S LLC. Designer _'G �=-jUC #bedrooms 2 Approved design flow 3 3 Q gpd The issuance of thi permit s 11 not be construed as a guarantee that the systeectorm P will e is wed. Date 7 Ins yy ---------- ------------------------------------------------- -------------------------- No. P0` G (T�� _ Fee /50-------- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS misposal *Pstem Construction i9ermit Permission is hereby granted to Construct( ) 72 Repair( ) Upgrade( ) Abandon( ) System located at .t ( A I y I=- y r 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. 1, i Provided:Construction must be completed within three years of.the'date of this permit. �. Date Approved by 0 848b1 P. 001/001 Town of Barnstable Regulatory Services Thomas F. Geiler,Director "A 'S T"s is. Public Health ]division MAdS. �bsq. Thomas McKean,Director Fp M1►f p 200 Main Street, Hyannis,MA 02601 Office; 508.862-4644 Fax: 508-790-6304 Date: (0" Sewage Permit# -.2 ' q Assessor's Map/Parcel 6(c 2 3 Installer& Designer Certification Form Designer: SC En9tneecc0% , T'nc Installer: Caeewf6k E'n6rErtse I Address: 2E35y Address: 1 5 3 Cov"mercia( . Eas{ �yor�(ncm Hf1 025',,g Hc56eee K A On Ca ew�de. E�f er r(s S (' e e_ was issued a permit to install a (date) (installer) z septic system at 92. Cbtui jay p c iu based on a design drawn by (° (address) . l I 7c i En oee;ifl �(1G, dated �a`f �e Z6 I V (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I` i I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required) was inspected and the soils were found satisfactory. cY Ckt°NN C. � (Installer's Sign re) F1^"Hr'JROr L Vl� N crS 7 i� i. esigner's ignatur (A np Here) Y1,EASE R 'TURN TO BARNSTABLE PUBLIC ALTH DIVISION. CERTIFICATE { OF COMPLIANCE WILL NOT BE J(SSTJlED UNT)<L BOTI-I 'THIS FORM AND AS- I` 1�UTLT CARD ARE RECEIVED BY THE $A.RNSTA.I3I.E p'UBiLIC HEALTXT D>VISION. THANK YOLJ. j 0oHice formAdesignercertitication form.doc .. is t 8 0' O O M. BATH �„ 4 all MASTER BEDROOM WIC ------------- 2'-6" EXISTING PROPOSED FLOOR LAYOUT L _ E . U C t C O1 ' rFAMILY ccmLnn PATIO z p 0 z cq M BATH o z 0 Do a ®® a z� BEDROOM LIVING � w ROOM w Tn BATH ¢ o U - 2-CAR GARAGE DINING ROOM z Z BEDROOM DEN t-u o w wce uj -. ¢ EXISTING FLOOR LAYOUT a W a . W Z 0 cn CL �t o� 0 3 aU ¢a N m U 6CME IIV'.1'-0' BATE 1122/16 DMWN By PAB - REVI96]NB�. .. - DRAWING NUMBER • t CO-GNTSPB DESIGNS 2016 EX ,e'D• 2X10 FLOOR JOISTS @ 16'I O.C. q S'ou• „3• A _ -- -- --- E 0 o M.BATH a a - • ;II in [ — N 01 --- --- --- --- -- --- -- --- --- --- - --- --- MASTER BEDROOM n N d pp i O O d RIOGEVE - OYO b' V12 RIDGE - _ DOUBLE W WIC , q i ,/2•COX ROOF SHEATHING. i ri3 - 1 6� ®,8.O.C. _2%10 RAFTERS p G FMME AROUND F.P. Z HURRICANE ES H2.5NE Q? 2'-8° z TIES H2.BA R'38 TIES H2.EA EXISTING FRAMING PER MASS.CODE g7 TOP ofPIw' 52525E i2X10CElUNGJOISTS��U - EXISTING 1"STRAPPING - _ ®18'O.C. - 0() W/1/r GVPBUM Z 2 co Q H 3 f.7� _ FRAMING PLAN x Z MASTER FLOOR G 6 BATH MASTER BEDROOM PROPOSED FLOOR LAYOUT o o Z m°r, Q R-21 .. Q O 9 W UQ7 E 3/4'T8G Lu T.p f Subfloor FLOOR SHEATHING 2X10 FLOOR JOISTS No Q TOP of FouROR,IOR - - D —- - 2 v P.T. R�30 _ W sIURATEs CRAWL SPACE x 9 i - 3/4'AGGREGATE W/8 MIL v � • VAPOR BARRIER •� _ • ___________________________ .'Q -'Tort-of Foo,IDB , P m e m 18 _,mil/ —_ _— r - _ ------------------- -------------- SECTION __��rx ._...__-.___._..______ (•..• :.•. kl . o A _:__ -.:. - o R . ,, , '' �� � '-- S•KT-10'CONCflEfE ' (� @ , IIII N •�--� i WAU-W/20110- GONi.CONC.k001'ING, _ @ , 2=RIDGE IIII y '4 F O w ' . BASEMENT Flo z I� �j �I O O'OONORETE SLAB 0 O LL , , z n 3/4'AGGREGATE EGA DAYS 4 IS lu 2 J '_________________hl III i . bg 3/4'AGGREGATE i ro I=iai ' _0 17.1 lol �8;8 - .� u � W 0 . § emu Q3 Z V ' X _ _ MATCH NEW FOUND. > Z N ELEVATION W/EXISTING s o= H QW all G CHIMNEY i' FOUND.ELEVATION 25 ' FRAME AROUND F. Q F PER MASS.CODE W Z EXISTING ROOF p Q t EXISTING FOUNDATION OL o CY o a N am U ROOF FRAMING PLAN SGALE 114--1.4- FOUNDATION PLAN DATB,/22J,B DI—NBY PAS REVISIONS: DRAWING NUMBER A2 COPYRIGHT SPB DESIGNS M15 �l_OC&.TION " _ D./_ - SEW&C,E PERMIT UO. . gu _---BUILDER 5- _1J-,QA/lE-�_iQD.D.R�E SS - t-IOTE-PERtvt T LSSUED-•- � _- - -` - -- COMPLI_&t`10E 114 �a XRog ffsia/v No.C-IS) 1 d- 3 Fu$... ...............THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH O OF...... ..rvleldle— ...... Appliration -for Ui-gpwial Works Towitrurtion Prratit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual P Sewage Disposal b System at: // ............................................... ------------------------------•----------------•-------•----._._._...-•-- ocat on-Addre or Lot No. �ny'�`..r---��_�....._ .......... 5 = 1'_a_1 .x � �o� 9wZr Addres� Insta e? r Address U DType of Building Size Lot------------•..............Sq. feet v welling—No. of Bedrooms..............___ xpansion Attic (-Jsj•) Garbage Grinder paq Other—Type of Building ____________________________ No.. of persons---------------------------- Showers ( ) — Cafeteria ( ) Q' Other fixtures - W Design Flow________________--t. ..42..................gallons per person per day. Total daily flow-...........< __'___-_-_-.___gallons. WSeptic Tank—Liquid capacityt ___gallons Length________________ Width....... ........ Diameter__._--.._.-_____ Depth----.___-_----- x Disposal Trench—No- -- Width L otal leaching aca)---------- sq. ft. Seepage Pit No..................... Diameter____. __-__ ept el m et__________________ Total leaching area-------__-_-_____sq. ft. L Z Other Distribution box ( ) Dosing tank ( ) _o a Percolation Test Results Performed by------ - ---------------•---•-----•---------------•------. ---- Date-------------------------------------- ,� Test Pit No. 1----------------minutes per inch Depth of "Pest Pit.................... Depth to ground water.................... -- rXq Test Pit No. 2................minutes per inch Depth of Test Pit-_ ._. _ ._.___.: Depth to ground 5iter__ ________-._.A,___---- Ix Description of S JILvL � - _____________ onl x U ---------- ----•-------------------------------------------•----•---•-•----------------••-----•--------•---------••---------•---•-•----- x - --------------- ------------- --------- --------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable..----------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - --..Agreement: , The undersigned agrees to install the afo'redescribed Individual Sewage Disposal System in accordance with the provisions of Article NI of the State Sanitary Code— The undersigned further agrees not to placethe system in operation until a Certificate of Compliance has '@V issued by the bof health. � � � c�°�t® p ned -----•-- ------ ----------------------- �{ f Application Approved By------- -.... - ------------------ Date Application Disapproved for the following reasons:..-:n-------------------------------------- ___________________________________________________________________ ................•------•---•------•-----------------•-------••--------------•-•-•---.._..--•---•---------...__..__....-------------••-------•-------•---------•----.._..--- -----....--•------..._._.__. /—Date PermitNo--------------------------------------•----------------_. Issued----��--- -- -... -------------- Date �.�.. ------------------------- — No...... .d.I...... Flz$... d............ THE COMMONWEALTH OF MASSACHUSETTS - BOARD OF HEALTH ` /D�4ttYT... .................OF...... �»y Apphration -fox BiBpoiial Works Tomi#rurtion Vamit :Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at i .................r- �� /...3,�i �.-•---.......�rrrv�T............... ,gy ms lye . to,S" ocation-Addre or Lot -o Cor-rr..r --�.cy... 1t-o. s..-- .�-`-----•. -•-•--- 4__ AX � G',�.. y N.'ei---•#t P.36a/ allow w er ty,Address j Insta er Address UType of Building 3 `1' Size Lot............................Sq. feet U (rl'welling—No. of Bedrooms___________________________________________Expansion,Attic (gip) Garbage Grinder (to+r p, Other—Type of Building ---------------------------- 14._.of persons.......... _::si sl_.... Showers ( ) — Cafeteria ( ) Q' Other fixtures W Design Flow--------------------------------------------gallons per person per day. Total daily flow--------------------------------------------gallons, WSeptic Tank—Liquid capacityt&`P__-.gallons Length________________ Width...... _...._.. Diameter................ Depth.--..-.----.---- x Seepage Pit No::- Diameter ---- . i et- .......... Total le ping area. sq. tt. ---------------- Disposal Trench—No .....: 15•....._ Width--- p t L otal lleaching area...._.___._...._.sq. it. z Other Distribution box (, ) k Dosing,tank ( ) D e •�• "�"-x���• Percolation Test Results Performe by ...... ........ ........................................... Date._ _ Test Pit No. 1.................minutes per inch Depth of lest Pit Depth to ground watt fs Test Pit No. 2...:...........nunutes'`per 'irich.;D,epthrof �et��Pt, groundxwater--------------------- y 1 Description of Soil..-- -- -------------••------ . . ..._... .._ .................•-•--•------------------•--..----- ..-------•-----------•- U ...-•---------•----•------ 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 Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has n issued by the bo f health. -0, % .Application Approved By----------- - --- ---- •► .. . !� t' -------- �- ,. D Application Disapproved for the following reasons:..!n...................... -------------------------------------:..--•---.._...------. V ....................................................................................................-....:.._._...___...__......_.........1.-------------- --------_----------------------------------------- Date PermitNo......................................................... Issued...................... ................................. Date THE COMMONWEALTH OF MASSACHUSETTS; BOARD OF HEALTH,: &-..........OF....... ... ... .... _... Aa difirate of T"lnmpliautrp `. THIS IS TQCER•TIFY, That/ithe Individual Sewage Disposal System constructed (4)"or Repairedby.jW............... ( ) --- ------4NO.- wr ~ • at = O.. .xt.G ----------•-------------------------------------------------------------------------------- ' has been installed in accordance with the prov onsXI of The State Sanitary Code a described in the application for Disposal Works Construction ermit .4 0.1................ dated.._.V�r'. .....7 ........ . THE ISSUANCE OF TkIS.,.CERTIFICATE SHALE. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. !_DATE............................................................................... Inspector-•-----------•-•-=---------------•-•------•-------•-------------'................ THE COMMONWEALTH OF MASSACHUSETTS C74) BOARD ' HEALTH ..............OF.......... � ............. ....---................-----... ` 1 L FEE.. ..... . �i��rr�tt�l• ,.: rk,� �n�c�tr�r�i>a�t �rrmit - Permission---is-hereby,::.granted=-.................. --.c`,` 4c''--- by, .. . to Constru ( ) Repair L In idua wage Dispo' 1 stem I atNo....X oe ..... W..........U. ......................................................................... Street S^'�► as shown on the application for Disposal Works Const action mit --__-_. Dated.._. ' `..................... --- ..y.. ..... -- ---`��'.... -- ................. -•-' / and of Health DATE---------------------------------- --------------------------------------------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS 7 /3/•96 " i AA. L O T �0.5 E ' Lof /l�� , f Lot /06 ; 1 E.riSting a / I F � � t 794. 3S' /o Peg O[D P05r "4D r • /3z.45 ry c 0 FUI T aA Y DRIV ; r4o i R } / certify that the foundation is located' P L 0 iT PL AN • as shown on this plan and conforms to the Ka Zoning By Lows of the Town of Barnstable. L O r 105. . OF 117A COMIT 'BAY SHORES ; c tee GRETE IN BOHANNON U, COTU/T, BARNSTABLE , MASS. r � , �� /97S Dotev /975 y4eq �tsTE�yc,� ,° ARCIA-HANACK• R/CHARD ENGINEERING CORP. ✓oe �4-io a hz h �Ne►e� Bedford, Barnstable 9 North Pembroke, Moss. �' r LochkTIOP1 . D/ 5EWW:► E PERMIT QO It IMSTALL.ER'S 1J&ME ADDRESS . - - - - BUILLD.ER5 Q &VAE ADDRESS Y 47 - - - - - MIJE PERtA T 155UED4 DATE COMPLI &&ICE . ISSUED : ri' q ,t P09 n'5i d A/ TOWN OF BARNS' LB P' J�-ATION 40 76 ell . �' SEWAGE # 7 « VILLAGE ASSESSO 'S MAP & LOT INAALLER'S NAME PHONE NO. J y�i Gt,kv a SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS_ L PRIVATE WELL OR PUBIC WATER. BUILDER OR OWNER 4 2 G C r DATE PERMIT ISSUED: (p"zl�2 `f-7 DATE COMPLIANCE ISSUED: ` — 4 g VARIANCE GRANTED: Yes No ( � t, M �olnl�' 77-: r ] l / TpWN OF BAR14 AW LE LOCATION yov SEWAGE VILLAGE %/u/x�,yha� `�S ASSESSOR'S MAP & LOT G 77- 00 INSTALLER'S NAME & PHONE NO. QolG>t Cal Ci,►t U SEPTIC TANK CAPACITY /w ' LEACHING FACILITY:(type) ��C�' (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER�C BUILDER OR OWNER 1 Z�crl DATE PERMIT ISSUED: �"'/� 7 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No err. ��/ �,► JrwN ..ua_ teY,G..�n:uw- ie.r•.,..,..-.,..�. w4.�J—'=6 "� _ ,„�._ =�ecr}iiti .„,... TOWN OF BARNSTABLE -. UNDERGROUND FUEL .AND. CHEMICAL STORAGE REGISTRATION OWNER AND INSTALLER INFORMATION ADDRESS: t, / 7- r 1 /t//-- MAP NO. a5,�PARCEL NO.4_90 1 0 OWNER NAME: _o L ot6 7,o rz A- 194A96 VILLAGE: cc-r Ad ► 1 a. INSTALLATION DATE: "t BY: ADDRESS_:_ E r � 0 TANK INFORMATION LOCATION OF TANK: - /. ✓'UG{ CAPACITY `J L TYPE A'GE Aazi� FUEL/CHEM I CAL w f t �sTESTING CERTIFICATION C ] PASS C ]-FAIrL_7_ -DA.TE LEAK DETECTION: C ] CHECK IF.. N/A T�YP;E/BRAND, ` ZONE OF CONTRIBUTION C ] YES C�/j/] NO' DATE -TO 'BE :REMOVED . FIRE DEPT. PERMIT ISSUED C ] YES C ] NO DATE ! CONSERVATIONS C7 CHECK IF N/A DATE jp HOARD OF HEALTH TAG NO ]C ]C ]C ] DATE t PLEASE PROVIDE A SKETCH, SHOWING ,THE TANK LOCATION .ON THE BACK OF THIS CARD �. � .�R�,i,.._....Ji.....,�^A tr.r.,,s 4'.kaC.,�F..41.11�'Y}.fL.,...,. .Y,.t.:.',...£r! '�1-... ... r 2,;•i •. . Er ,. ,.. .... !`,. .. .. _ 1 �iQukNT DF /yaF3P �"^'�'� u %q.N K GU I 05(o — � a3 S M E A D REEFING YOU ORGANIZED No.90 2-153L III E W UM GET ORGANIZED AT SMEAD.C®M i TOP OF FOUNDATION = 39.V± FINISH GRADE OVER D-BOX= 33.8'+- FINISH GRADE OVER CHAMBERS = 33,0' - 33.8' �- PROVIDE EXTENSION RISER SLOPE @ 2% MIN OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED . WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. 33.0, - 33.7' 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 @ FOUNDATION= 38.4'± 5"DIA. OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 20) 2" OF 1/8" T XTI1/2"DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. 20" MIN. ACCESS STONE OR GEOTEXTILE FILTER FABRIC - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP) 9"MIN. J PROP. 4"SCH.40 36"MAX. 1 1 DESIGN ENGINEER. 9"MIN. 9TOP OF SAS= 30,83' PLACE RISERS ON ALL CHAMBERS WITH PVC SEWER PIPE PROP. 4"SCH.40 36"MAX 9"MIN. �\ „ �T T„ 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL \ PVC SEWER PIPE ' 30.00 36"MAX. INLE 1 PIPES i 0 n yr SYSTEM UNLESS OTHERWISE NOTED. BREAKOUT EL= 30.50 FINISHED GRADE -� 6" 3" 2" DROP MIN. 3 9„ MIN-sLOPE ,d 3"DROP MAX. MIN.SLOPE @ 11 -F 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN L=15 _ PROVIDE WATERTIGHT o ELEVATION = 30.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 13" 4"PVC IN FROM r'' JOINTS (TYP.) i ,� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 14" ' I O O a THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 30.75 SEPTIC TANK � 4"PVC OUT TO LEACHING FACILITY o o o �-� L� I o Q 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. Oo 0 o u 3 .00 OUTLET TEE 12 00 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 4 48" 30.50 MIN. 30.33' 2 C� 00 � Q o(ZXD 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 6"CRUSHED STONE o 0 Qo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS 24A'TO NEW OVER MECHANICALLY o 00 NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH FOUNDATION COMPACTED BASE 4 0' 4 0' AND DESIGN ENGINEER. 8.5' (TYP) � � 4.0! 40' 6"6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX + 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 30.00' OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 25.0' I (TYP-) ESTABLISHED ON A NAIL IN A 16"OAK TREE AS SHOWN ON PLAN. COMPACTED BASE C C C C C BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= c 22.50' PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. /28.00' 12.83' - CHAMBER END VIEW 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION LENGTH 10' 6" WIDTH 5' 8" DEPTH 5' 8" Precast ionsCor p r a991et, MA) CROSS SECTION VIEW 2 - 500 GALLON H-10 CHAMBER; 5'MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT TYPICAL CHAMBER PROFILE 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES, REPORT ANY DISCREPANCIES NOT TO SCALE H-'� 1 ! ( TO THE DESIGN ENGINEER. NOT TO SCALE NOT TO SCALE _ O 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. , NOTES: T., TEST PIT r" 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING • ti FI PERC NO. 15035 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF ZONING DISTRICT: RF -t ' ` -fir' �` ? INSPECTOR: David W. Stanton, R.S. APPROPRIATE AUTHORITY, EACH SEPTIC SYSTEM COMPONENT. REQUIRED PROPOSED ! r` ', 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED _ EVALUATOR: Michael Pimentel, EIT, C5E FRONT SETBACK 30' MIN. 79.6' � UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR = ��. 1; 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF ,;' ' �; C.S.E. APPROVAL DATE: Oct. 1999 TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST SIDE SETBACK= 15' MIN. 50.8' 7 PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL REAR SETBACK= 15'MIN. 96.8' 3 r DATE: May 9, 2016 ` 'n 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. BUILDING HEIGHT= 30' MAX.' < 30' l j �. TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2, 'Or 2 1/2 stories,whichever is lesser. A ELEV TOP= 33.00' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. BUT IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. �� • ELEV WATER= < 22.50' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, t FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 4.) EXISTING HOUSE HAS 3 EXISTING BEDROOMS AND IS PROPOSED TO 1 `j��Tyj \, PERC RATE _ <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN REMAIN AS A 3 BEDROOM HOUSE AFTER ADDITION IS CONSTRUCTED. \, a SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. NO INCREASE OF BEDROOMS ARE PROPOSED FOR THIS PROJECT. ,0 ;;, " Z DEPTH OF PERC= 36" -54" n © O` i a� s , 16. PROPOSED PROJECT IS LOCATED WITHIN: L. - TEXTURAL CLASS: 1 MAP 56 10) N � . ASSESSOR'S MAP 56 LOT 23 MAP 56 LOT 9 m �` G1 OWNER OF RECORD: MARK A. SULLIVAN LOT 22 a i /�/ [? U 0" 33.00' " . 6„ Fill 32.50' ADDRESS. 92 COTUIT BAY DRIVE Loamy Sand COTUIT, MA 02630 PROPOSED 1,500 t{ `tom" A/E 10 Yr 3/1 GALLON SEPTIC TANK / :� 1. O 10" 32.17' FEMA FLOOD ZONE X B Loamy Sand COMMUNITY PANEL# 25001C0543J - 36" 10 Yr 5/6 30.00' 17. DEED REFERENCE: BOOK: 8705 PAGE: 163 \ 18. PLAN REFERENCE: PLAN BOOK:292 PAGE: 26 Fo 0 ; \ TREE 7U'., I` ,'X) D`'' 1 �� �a MAP 56 28.50' LOT 10 O,' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. \ N t'1t;.• A 6� 20. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A C Medium Sand DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A N 2.5Y 6/6�8a2 \ c9a; 02 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. (2)-500 GALLON H-10 LEACHING PIT CHAMBERS W/AGGREGATE LOCUS PLAN 0� INSPECT. PORT SCALE: 1"= 1000' 126"1 22.50' No Mottling, Standing or Weeping Observed MAP 56 ©�o\ \ 2�1' O \ 3\'C BENCHMARK I DESIGN DATA TEST PIT "'I\TA 5ox0' EXISTING SPOT GRADE LOT 23 a -o NAIL IN 16"OAK SWING-TIES - 50 -- EXISTING CONTOUR 25,591 S.F. ± y :, O \ \ 5 PERC NO. 15035 w Z. #92 \t��N O ` ELEV. = 30A0' w EXISTING o ` w� TP 2 \. APPROX. M.S.L. DESCRIPTION HC 1 HC-2 INSPECTOR: David W. Stanton, R.S. -� 50 PROPOSED CONTOUR 3 BEDROOM 6 �� � � � \ � 33x0' \ _ '� `. NUMBER OF BEDROOMS (DESIGN) 3 EVALUATOR: Michael Pimentel, EIT, CSE DWELLING 1 .3�, \ \ _� TANK INLET COVER (1) 49.4' 43.5' DESIGN FLOW 110 GAUDAY/BEDROOM 50 PROPOSED SPOT GRADE C.S.E. APPROVAL DATE: Oct. 1999 C� TOF=39.1'± PROPOSED \ TANK OUTLET COVER 2 46.0' 43.1' TOTAL DESIGN FLOW 330 GAL/DAY Qp 1 \ ( ) DATE: May 9, 2016 EXISTING GAS LINE 0 TP, o G SLATE ' D BO\ \ �Q� CORNER OF STONE (3) 55.1' 54.6' DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT#: 2 EXISTING UNDERGROUND UTILITIES !� PATIO ' \.* � \� � 1 CORNER OF STONE (4) 63.2' 69.4' USE PROPOSED 1.500 GALLON SEPTIC TANK ELEV TOP= 33.00' W FENCE EXISTING WATER LINE .5' .� / CORNER OF STONE (5) 52 61.0' BUSH�YP) ELEV WATER= < 22.50' PERC RATE _ � TEST PIT LOCATION CORNER OF STONE (6) 42.4' 43.5' INSTALL 2 - 500 GALLON H- 10 CHAMBERS a \ w/ AGGREGATE DEPTH OF PERC= PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE 1� �\ TEXTURAL CLASS: 1 PROPOSED DISTRIBUTION BOX SEPTIC DIMENSIONS & SWING-TIES PLAN SCALE: 1"=20' SIDEWALL CAPACITY � (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY Q�( PROPOSED 500 GALLON H-10 LEACHING CHAMBER(25.0' + 12.83') (2) (2') (0.74 GPD/S.F.) = 112.0 GAUDAY 0" 33.00' / REFER TO ARCHITECTURAL DRAWINGS Fill EXISTING 1,000 GALLON SEPTIC TANK oR,JE�I`IP� FOR SPECIFICATIONS& ELEVATIONS (1) BOTTOM CAPACITY 6 Loamy Sand 32.50' OF PROPOSED ADDITION� (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY A/E 10 Yr 3/1 \ O (2) (3) (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY 10" 32.17' F O O PROPOSED 1,500 GALLON SEPTIC TANK MAP 56 B Loamy Sand LOT 25 HC-2 (6) :X. TOTALS: 36 10 Yr 5/6 30.00' TOTAL NUMBER OF CHAMBERS 2 REV. DATE BY APP'D. DESCRIPTION O TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SITE PLAN \ ��l,11lt #92 O TOTAL LEACHING CAPACITY 349.4 GAL./DAY EXISTING �� ?� PREPARED FOR: �(4) CHURc"uJR. CAPEWIDE ENTERPRISES �I VE R DWELLING C Medium Sand :� TOF=39.1'± "� 2.5Y 6/6 a H 41L LOCATED AT 92 COTUIT BAY DRIVE COTUIT, MA 02630 SCALE: 1 INCH = 20 FT, DATE: MAY 16, 2016 126" 22.50' 0 10 20 40 80 FEET No Mottling, Standing or Weeping Observed PREPARED BY: RESERVED FOR BOARD OF HEALTH USE JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 SITE PLAN 508.273.0377 SCALE: 1"=20' Drawn By: JC Designed By:JC Checked By: JLC JOB No.348