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HomeMy WebLinkAbout0246 OLD TOWN ROAD - Health 246`0l'&iToW Road 5'r 4 P I TOWN OF BARNSTABLE LOCATION :). (2(OL-DTOLdfJ 1"D SEWAGE# 90 f Co s I 1 'VILLAGE HYAW4 6 ASSESSOR'S MAP&PARCEL "�(c INSTALLER'S NAME&PHONE NO.Q0rzW1Q6 "- i SEPTIC TANK CAPACITY 1,000 6A4,f &AJ LEACHING FACILITY-(type) (1.) (size) 75 NO.OF BEDROOMS ai OWNER i ZRA(L � QAL4 1A CR 46zATA S' PERMIT DATE: 6— ^ao 16 COMPLIANCE DATE: ._ C3 d aaltar 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) /o Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) AJ.LA Feet FURNISHED BY Ql 64 De/ S PLC 1 B-3 = 29.4 3 r ' No. V� r I Fee k/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4plitation for Mispo8al 6pstem Construction Permit Application for a Permit to Construct( ) Repair(k Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.aIf6 OC,t_) TOUJI-J A< 7 Owner's Name,Address,and Tel.No. HY,40f JtS -XZRA(L- QR-IN13C4-rAS Assessor's Map/Parcel C-g I 1 g$ It AbMik6Ls, 5b(JT o P-b o 4 Installer's Name,Address,and Tel.NO.J O$-477—$g77 Designer's Name,Address,and Tel.No. . 153 Type of Building: p vv rtm v Dwelling No.of Bedrooms Lot Size let 0 19 sq.ft. Garbage Grinder( ) Other Type of Building RG S 47&5-0 7 -V No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided e q gpd Plan Date r, ,;-—P 01 (,g Number of sheets Revision Date Title 24I, Oq) —roW.tJ P_oA7) G4YK0,&)I Size of Septic Tank b aQ 64k"N Type of S.A.S._- C Fi-[_fasJ �E F Description of Soil A4 L---b — � ��(S� L, `SLR L CAAJ Nature of Repairs or Alterations(Answer when applicable) 066� /rS r`rB/�-g f LtCJ6- G,4!ac" 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 H Signed Date �j�'��;'Lo 14 Application Approved by Date' r�G Application Disapproved by Date for the following reasons Permit No. Date Issued No. l Fee �. THE'COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALT DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes shill tloi or 3DI8posal 6pstem (Construction permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. a q-�, OC4 70LO7J PO4b Owner's Name,Address,and Tel.No. HY.4?J&)IS 7zRA(L QR1NP( -rA'5 Assessor'sMap/Parcel a�� /�gg 4 ( Abmlpw_,� L4A)i5Spy- Q�OU�.f Installer's Name,Address,and Tel.No.56,9-471-$077 Designer's Name,Address,and Tel.No. Type of Building: M 1 It 3 P 6t:1 erm V Dwelling No.of Bedrooms Lot Size 0 0 1 sq.ft. Garbage Grinder( ) Other Type of Building RGS Wta0 4-l.., No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ;Z v%0 gpd Design flow provided _2�N, q gpd Plan Date lO-a--aZ©( Number of sheets Revision Date Title 24 p OLb mowm A&M HY,r4ll)a.� Size of Septic Tank 0 hn&&fyy FI Type of S.A.S. ��► :Q()" [.(,G� Description of Soil Nob - 0-C)AP C6 sk��a(o° 6Y ((4 A/ Nature of Repairs or Alterations(Answer when applicable) U.S 6„]GA,S t r�/ I OOC) u-a trw A Date last inspected: f 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 Heal /- Signed Date �'��''o��W Application Approved by Date (�p Application Disapproved by Date for the following reasons Permit No. ;Lrj b Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(� ) Repaired( � Upgraded( ) Abandoned( )by��C� ew t p 6 & )41 Eem ' � at .2q(.Lb TyW IJ LQ& has been constructed in accordance 6 (b with the provisions of Title 5 and the for Disposal System s�Construction Permit No. 02 r dated v Installer Ca<wtmAP &LaF Pg( // . e wCo Designer SC ao�E,`��Z,,(mG -t-&)C. #bedrooms a, Approved design flow � gpd The issuance of this permit shall not b construed as a guarantee that the syste will fun 'on designed. Date G{ ��/ or No. 66 �' Fee / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair( N Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date A Approved by Town of Barnstable Hof Regulatory Services Thomas F. Geiler,Director + BA ASS.LE, MASS. • Public Health Division y M Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 5088-862-4644 Fax: 508-790-6304 Date: co'2 (D Sewage Permit# ;�O1 — 19 Assessor's Map/Parcel 2(66 " I Installer& Designer Certification Form Designer: SC En5coeeaoS r��0. Installer: COeewcctt E-V)krp((St,S Address: 2b51 cco,,he;;y 0(�hWe/ Address: EC)S On C—VI}utfteSwas issued a permit to install a (date) (installer) septic system at 2 y(6 bt a ' Oad based on a design drawn by (address) :TC Ec��jtr�ee.:t 0�� , =n�, dated �unL 2�2 0 t f (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 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. TN pF� o� JOHN, c1G c CHC,-H. m (IILL f staIIer's Sf at ire) l� v 4Yy � esigner's Signature (A np Here) PLEASE RETURN TO BARNSTABLE PUBLIC ALTH 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. gAofkia forms\designercertification fonn.doc i 1 e I Town of Barnstable P# f 6.050 EVE Department of Regulatory services ,,,mer"M : Public Health Division Date 200 Main Sheet,Hyannis MA 02601 • �Alfll AA1d� ® • Date Scheduled ✓ / r b �G f}M Q~9 Time F_ ee Pd. a • x Soil Suitability Assessment for Sew e Dispos l . Performed By: .. t�Qe� i Wl2/i��t (. : �e.).�. Witnessed By: j LOCATION&.GENERAL INFORMATION Location Address d4(,-.> o[_.� 0W� OC.r7�> Owner's Namelz?WLQX1KIrtGLATA5 n r± HVAIJJIS Address (l ADMtaAis LV �bUTEFt�p0. �iK Assessor's Ma /Parcel: ' p•�025 rt g a G48tralt�e'N?�ttyRtS�i LLB P Engineer's Name.SC E(�1NJE*$[LX, NEW CONSTRUCTION REPAIR X Telephone Svq--47� �- 508-273-037.7 Land Use. a !� �Q. Slopes(96) O-3 0't)i�, Surface Stones /V A Distances from: Open Water Body Ise) ft Possible Wet Area ��50 ft Drinking Water Well 2 I JO ft Drainage Way G ft Property Line I d ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ROX) Parent material(geologic)v"' S�1 c IC'`�1 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: > �j/. Weeping from Pit Face (� • n e S- . Estimated Seasonal High Groundwater 3 2 a� . D TENATION FOR SEASONALMIG1I WATER TABLE Method Used: Depth Observed standing in obs.hole: 7 a In. Depth to soil mottles: >l 32 Itt. Depth to weeping from side of obs.hole: , 12 in, Groundwater Adjustment __(U A_ft. Index Welt-ir Reading Date: Index Well level _ Adj,factor Aco.Croundwater Level v PERCOLATION TEST Will�-9- ® Thna 1210,bpm Observation Hole# Tima at 9" r_.- Depth of Perc Time at 6" start Pre-soak Time @ Time(9"-6")End Pre-soak See S&,l L } &AR-16 6• � -q- !o Rate Min Qn (-Cro-8 1 86N t,r�l�r perc ND. P707 Jlnch . Site Suitability Assessment. Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back------ ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIMERCFORM.DOC cC I Q V `�' DEEP-OBSERVATION HOLE LOG Hole# ( t 2- Depth from Soil Horizon Soil Texture Sdil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. - is ten %atavel) i32" C MeG i um"-&rse m(,5 Y Y �".. DEEP OBSERVATION HOLE LOG Hole# Depth from - s tSoil Horizon Soil Texture :Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ` Consistency,% DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Consistency-%gravel) Flood Insurance Rate Map: ./ Above 500 year flood boundary No— Yes Within 500 year boundary No V' Yes ' Within 100 year flood boundary No.V Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring per us material exist in all areas observed throughout the area proposed for the soil absorption system? es _— If not,what is the depth of naturally occurring pervious material? Certification I certify that on U'27`p 9 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and a e-ience described in 10 CUR 15.017. b `2-l6 Date Signature , Q:WEP'1'iC\PERCFORM.DOC APPLICATION FOR PERf:OLATION TEST AND OBSERVATION PITS gq 'LOC,�T10N' C��. i I !/� i ?� N O.- I VILLAGE ,� d� DATE f �j0 APPLICANT Ci���l�� �. �7 ,� FEE Q Ao� (Non-refundable) ADDRESS . � 'a�� YC/• /+fcf P. TELEPHONE NO. ENGINE ER, 44LC C,,,-Ne ��� TELEPHONE NO. DATE SCHEDU LED (Applicant's Signature) ..........................................................................:................................ ASSESSOR"S MAP LOT NO: Ilf SOIL LOG , ' SUB-DIVISION NAME Aim 24;6'f .Z DATE �' � TIME ''EXIJANSION AREA:.YES ✓ NO y �/ �-o% ENGINEER -TOWN,WATER ✓ PRIVATE WELL. 3.4'z fzy BOARD OF HEALTH EXCAVATOR SKETCH:,,(Street name, etc., dimensions of lot,.exact location of test holes Anal percolation tests, locate wetlands In proximity to test holes) _ NOTES: e ZVIZ. ' rPL • a • { , ' %f�.tea, • :OLATION RATE:-HOLE NO - % ELEVATION: TEST HOLE NO: Z ELEVATION: ' : . 4 5 10 10 12 12 : 13 �6 13� 14 � :�ZD t 14 15 15 16 �' 16 LEACHING FIELD LEACHING PITS TABLE FOR SUB—SURFACE SEWAGE: . LEACHING TRENCHES__, UITABLE FOR SUB--SURFACE SEWAGE. REASONS: Ez ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION 3INAL:- COMPLI3TED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH Y: RETAINED BY APPLICANT �� TOWN_ F BARNSTABLE LOCATION OLO -\O-jv% SEWAGE # a. :'ILLAGE �e51 � ���;, �✓U'� ASSESSOR'S MAP & LOT61,6 -aj INSTALLER'S NAME & PHONE NO. ✓A- `l b�33- P ASEPTIC TANK CAPACITY 11000 LEACHING FACILITY:(type) lla�0 (�,c, (size) "O. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �./� I 5 n a 0 � � V 1 , M No..-q 40. THE COMMONWEALTH OF MASSACHU� l BOAR® OF HEALTH �- lP TOWN OF BARNSTABLE Allp iratiou for Bigpnotti Works Tontrurtiun j1prutit Application is hereby made f r a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal sy -_..1.� vs.............••-------.....-•----•---- -----•--•-----.........-----•-••-•------- Location- ddress or Lot No. --..IZIA.%...........:fir.G1.ut L A-ZA5........................... ............................................ .......--•---- Owner Address 1�Q,-! taller ---�-...V.1__)(c_44.... D.&. Add � S'9............................•..... a q � Type of Building Size Lot............................S . feet Dwelling—No. of Bedrooms........ -----------------Expansion Attic ( ) Garbage Grinder ( ) aOthe Other—Type of Building ............................ No. of persons...._........----........... Showers ( ) — Cafeteriar fixt s W Design Flow___________________ .. . _......gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter...--........... Depth................ x Disposal Trench—N .................... Width.................... Total Length-----............... Total leaching area;-...................sq. ft. Seepage Pit No.........I--------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date...---------........................... Test Pit No. 1................minutes per inch Depth of Test Pit.-----.............. Depth to ground water......-----............. fX4 Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water..--.................... W --------•---------------------------•-----------.....----------••-•-----•-----------•---••------•-•-.......................................................... 0 Description of Soil............................................................................... ---------------------------------------------•--------------------------...._----------- W W U ------------------- ----------------------------- --------------------- •--------------------- .-------- •----------- •---------------------------------------------- ---------------- --------- -------------- .. 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 TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been is ued by the board of health. ..... ...............................---- --------- ----------- ----- - Signed �/."Zte-V­­ Application Approved By ----- �± -------- ...- .......................... ................Date Application Disapproved for the following rea s- ------------------------------------------ ----------------------------------------------- ---------- ---------- --......... - - --- . - 1---- . ----------- ------------------- -- ---------------------------- --------------------- ....................................... Date PermitNo. --- ---- ---------- Issued ...................................................... Date ......... . No..g� A ,, Fiz,z THE COMMONWEALTH OF MASSACHUSETT$ j.2 j(il �J BOARD OF HEALTI-� a ! TOWN OF BARNSTABLE Appliratton for Uhipooal Worko Tonotrnr#ion ramit Application is hereby made f r a Permit to Construct (,- or Repair ( ) an Individual Sewage Disposal It= at-: ........��._:� �.T ). o �IYAWS............................................................................................. Location-Address r f or Lot No. Ow Addr ner ess a .............:.....;LL -\ t.�?.1 ...--•---.........._...........-•-•---•-•----_.. �_.__._ r. .. . p:.- —...._........... Installer Address Type of Building Size Lot............................Sq. feet 1-1 Dwelling—No. of Bedrooms......... '`---...................Expansion Attic ( ) Garbage Grinder ( ) a`4 Other—T e of Building ............. No. of ersons............................ Showers YP g •------------------------------------•-----P--- ( ) — Cafeteria ( ) PA Other fixtures. - W Design Flow.....................0_.1 .......gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity.....--.....gallons Length................ Width................ Diameter..........--.... Depth................ x Disposal Trench—N ...:................ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No----------I--------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fT4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 .---•-------•--------------------•--•-----•---•-....-----------.....---------•-••------•--------•---......................................................... 0 Description of Soil................................................................................------------------------------------.....------------------.........---•--....----_..... x 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 system in operation until a Certificate of Compliance has been issued by the board of health. ` Signed --P ----------------------------------------------------------- teA lication A roved B Zv 1- tvpP pp y -.. .. �-- DareApplication Disapproved for the following rear == -------------------- -- --...------ ----- --...-........-----!' !--....----...-------------------...---------------------......--------------------------------------------- ---------------------=- - -------------- -=- te PermitNo. ...---- -- --------- ----�..../--------- ---- Issued -------------------.....- - Da / Dale----------------------- . ......-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C.e>rtiftra e of TontylinurP TFr ST/O{CCEER//Tyra)��/jYyThat/theIIndii`vidual Sewaage - isojsaal System constructed ( ) or Repaired�/at .........vy... � �� .. y 1 -...---------------------------------------------- has been installed in accordance with the provisions of TITLE 5 gfjbe State yEnvironmental Code as described in the application for Disposal Works Construction Permit No. .......-..A...�-........mot ..n... dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....-" Inspector --- ------. 3�-------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE �p No.................r FEE_-_---_--_____.......... Diolroottrl� or�k�o�yTonotr�n antic Permission is hereby granted. I?C / ' .....-•------•-.�� .�7 1.�1 G'-. ............. ........_. to Construct I- orAepair ( ) an Indivi ual Sewage Disposal System f .... .. ............. Street � --- -------- as shown on the appli tion f.r Disposal Works Construction Permit No �!�.I_'Dated.._:____. .S- � �?._.. r /' Board of Health DATES/.- p --------------------•.___--.------------------ FORM 36508 HOBBS a WARREN,INC..PUBLISHERS , R 7e - t # h-7477 I-9-90 �i!-it. �d. 13aivc y No wat e t enco to-z, wed c t) Pe m. 2 min. pet l " .5 �w�. �tt oas2 P ! 9 p 2 N b- J.vspodat No top& ,op. & f cati.nrc�te.�.l ?tow aw r�pd �,u.G �,sb .Peach+inq� a4tea 267 N '5 K$61 i�e�e�tue " 267 coat44S coat4e Capac- t 5u9 q'd aartd W1 4and iU -Cot 1-6 1� 6 �n `X' (.iJ/2atone 3 O z �cc�Ce / "=30 ! •2d7 1 . o-t 3 sy .549 pd 3 9� R _/2 gqa z�. l 000 r 8.; �o ¢ 90 l IT �\ 0,14t l�� I ... _ SDK s•¢r -29'7 M 1,4,0 jitp- 30.0 -� No Sca.Ce 1-6 '>C6 � 40.0 it i31Ililt Idtonle I K I i � 30'� ,; ecao.e��� i a I � Z9.9 5�ts�•r I I C)td Own I�oad \a, Z7.<, 50 wide _ ZT 8 1000 S- "tch /).Can 0 j .tand in Wed t kga►zk"o-t t, Ma, 90,t Cha42,u. X. gi&a rd l3ei.ng tot 2 ai shown on a plan 4,eco tde in book 2115 page 2. ZF.1 Ctevat i.o" ate ,on an a dwmd datum. oate.---r�hQN�--- aicnnt a��e �JOa2a-0� T earth SLAB Jt''w- oc--,Mall on 4hwtvn on tj .�o r�s Located ��,L Cape p 149 14atbot AZ ad on e pow- as 'won he teon, and doer not 14gw m ins., Ma. 02601 ,w.p t -the. 4,e tback em xt i o 9omn o - - , Data 6-18-92 �. . ,> 1N OF N OF No. 324 L N E JAI P2�` bQ( LAN ' i FINISH GRADE OVER D-BOX= 43.8�f (` [ ( 'r T.O.F. EL.= 46.7 t FINISH GRADE OVER CHAMBERS= 43,4 - 43.8 FS PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2%MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED WITH COVER OVER INLET&WITH TO CROWN OF PIPE 1 UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION RISER TO WITHIN 6"OF FINISHED GRADE � 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS FINISH GRADE OUTLET TO WITHIN 6"OF F.G. 0 2"OF 1/8"TO 1/2"DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 4'3,8'± F.G. OVER TANK EL.= 43.81t 5"DIA. OUTLET(S) MIN SLOPE 1 /o BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES. _ - _ STONE OR GEOTEXTILE FILTER FABRIC 1 - - - ------ - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE TOP OF SAS- 41 .43� PLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" 9"MIN. 9"MIN. CHAMBERS WITH " /r--EXISTING 4" " . 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE SCH. 40 PVC 36 MAX.MAX 40.60' 36"MAX, BREAKOUT EL = 41 .10� INLET PIPES TO 6"OF SYSTEM UNLESS OTHERWISE NOTED. -�" SEWER PIPE - FINISHED GRADE ------------ 6 3 3" DROP MAX 3" 9" L-12�t 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN -- _ 2"DROP MIN MIN.SLOPE ,% PROVIDE WATERTIGHT ELEVATION =41.10' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 1 " 4"PVC IN FROM Ut�_JOINTS(TYP.) T- == 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" -*41 .4'± SEPTIC TANK 4"PVC OUT TO 0 0 O C� 0 0 o o L O o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE - • LEACHING FACILITY o0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. SPECIFIED DROP BETWEEN oo = = D O INLET AND OUTLET CONTRACTOR " CONTRACTOR SHALL OUTLET TEE 41 .07' M N. L�0,90' �s 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 00 SHALL VERIFY SIZE 48 VERIFY CONDITION OF \ 2000000 ° � 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE °° oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS 103 OVER MECHANICALLY OP o° NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY 5 COMPACTED BASE 4.0' 8.5' (TYP) AND DESIGN ENGINEER. OUTLET DISTRIBUTION BOX I 4 0� 4.83' 4°� 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 45.00' TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) ESTABLISHED ON A NAIL SET IN AN OAK TREE,AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV= < 32.70' PIPES TO BE LAID LEVEL. 38.60 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 4'MIN. CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES ELEVATION PRIORR TOO A ANN Y W WORKORK& *CONTRACTOR TO SEPTIC TANK PROFILE DISTk!bU I iJN BOAR DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS TO THE DESIGN ENGINEER. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE + 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. I S73° MAP 268 . • . + TF ST PIT n ATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING 25 2 G0"F LOT 27 • . ' �.. t ' + REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM 00 , {.t • _ PERC NO. 15050 APPROPRIATE AUTHORITY. NOTES: I• ; {ti i • •� ,j INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED I •! • • ' (f EVALUATOR: Michael Pimentel, ER, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF •y� .+ ;. ' _ �= �' TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. EACH SEPTIC SYSTEM COMPONENT. C.S.E. APPROVAL DATE: Oct. 1999 B DATE: May 24,2016 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. SHED a, 0 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST f �• +. MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. M PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL ,.. . `• �� ELEV TOP= 43.70' co B REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. •" - �� j 1 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). <32• •i • e8t ELEV WATER= .70 0 3.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2,THE ': ,,' •• PERC RATE = 2 min./inch' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN N ,� WELLHEAD PROTECTION OVERLAY DISTRICT,AND GROUNDWATER ZONE 2 ,' •+ SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. a c0 / PROTECTION OVERLAY DISTRICTS. .t- -•. �0 +� DEPTH OF PERC= 16. PROPOSED PROJECT IS LOCATED WITHIN: N = MAP 268 l • +,• I ` ' : ;i • + ' TEXTURAL CLASS: 1 ASSESSOR'S MAP 268 LOT 188 m LOT 188 •• ., �' `.r�i +�' i a •• OWNER OF RECORD: IZRAIL&GALINA GRINBLATAS EX. LEACHING PIT TO BE 10,019 S.F.t 'UMPED AND FILLED WITH ;: • _ _ � 0" 43.70' • ` .:;LEAN, COARSE SAND AND :% • . . •• � '`,� •� .• •11 � ;• •� ADDRESS: 11 ADMIRALS LANE Fill ABANDONED +' • . ♦ • • s • f•� +• • • • f r • ,�. • •� ,•• 12" 42.70' SOUTHBOROUGH, MA 01772 i ;. • . •• • . • Via• A Loamy Sand + LOCUS " 10Yr 3/1 FEMA FLOOD ZONE X •. i 14 a2.53 PROPOSED 2-500 ri•fit �1' Loamy COMMUNITY PANEL# 25001C0564J (3) 1 ••• B OYr 5/6� MAP 268 _ GALLON LEACHING �•� •li• 'I • • r` I. +• C r . _ - LOT 266 PR. INSPECTION PORT -� _J y - CHAMBERS WITH • • •� I ' r �r e- . = 17. DEED REFERENCE: DEED BOOK 7997 PAGE 283 AGGREGATE '� ' ' •�� uf` •• • • 36" 40.70' - >g' s • . , •• + • •+% 18. PLAN REFERENCE: PLAN BOOK 245, PAGE 2 _ r IV, • •+ + • • •� • 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. •r� ", 370 .. R MAP 268 • •i,. ! i + • +•. . + • + 18 •• 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY r� + O LOT 187 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY O. 4 ;�;, • • '•• $� f r �'► + •� • i f •4 `t=- „ •: Goff Course •• FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. DP` Coarse Med.- Sand . C 21. A 4" PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A (2) " OA _- -----PROPOSED D-BOX 2.5Y 6/6 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. d TP2 ,43.7, ----- r 12"OAK LOCUS PLANEX. LEACHING PIT TO BE <v 43.T x43.7 PUMPED AND FILLED WITH SCALE: 1" = 1000' 132 (1) " 32.70' 14"OAK CLEAN, COARSE SAND AND % /, - N ABANDONED No Mottling, Standing or Weeping Observed ! _- �r o LP DESIGN I p A ' PER SOIL LOG DATED JAN. 9, 1990 F( r'1) i (PERC No. P7477) x43.6 do �� m'� �'- 0 50x0' EXISTING SPOT GRADE m NUMBER OF BEDROOMS (DESIGN) 3 (MIN PER TITLE 5) $ HC-1 0� X43 9 x43.6 DESIGN FLOW 110 GAUDAY/BEDROOM >0 EXISTING CONTOUR �O' ,�• Benchmark 20 ^ X TOTAL DESIGN FLOW 330 GAUDAY L 0 PROPOSED CONTOUR I . - Nail in Oak Tree 43.7 x DESIGN FLOW x 200 % = 660 GAUDAY T f=,";T PIT n Q!T A. ® PROPOSED SPOT GRADE Elev. =45.00' t= 1 �-EX. DISTRIBUTION BOX Approx. M.S.L. TO BE ABANDONED USE EXISTING 1,000 GALLON SEPTIC TANK PERC NO. 15050 EXISTING GAS LINE INSPECTOR: David W. Stanton, R.S. i- �_ I EVALUATOR: Michael Pimentel, EIT, CSE EXISTING OVERHEAD WIRES III C.S.E.APPROVAL DATE: DECk EX, 1000 GALLON SEPTIC X TANK TO BE UTILIZED IN Oct. 1999 \ OV�� DC-1 THIS DESIGN INSTALL 2 - 500 GALLON CHAMBERS DATE: May 24, W EXISTING WATER LINE 2016 12 OAK 'ygNc 7. I W/ AGGREGATE f f % TEST PIT LOCATION s46G \ \ ,43.5 ' I SIDEWALL CAPACITY - 1 ELEV TOP=TEST PIT#: 2 43.70' 43.4 \ (LENGTH + WIDTH) (2 SIDES) (2 HIGH) (0.74 GPD/S.F.) - GAUDAY EXISTING 1,000 GALLON SEPTIC TANK ' (25.0'+ 12.83')(2) (2' ) (0.74 GPD/S.F.) = 112.0 GAUDAY ELEV WATER= <32.70' 2-BEDROOM DWELLING PERC RATE = PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE i TOF =46.7't / BOTTOM CAPACITY DEPTH OF PERC= n PROPOSED DISTRIBUTION BOX (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY TEXTURAL CLASS: 1 PROPOSED 500 GALLON LEACHING CHAMBER T TOTALS:OTALS: 0" 43.70' TOTAL NUMBER OF S8o � 2 Fill REV. DATE BY APP'D. DESCRIPTION TOTAL LEACHING AREA CHAMBERS 472.2 " � - _ r°QOO�° 43.3 SQ. A 12 Loamy Sand 42 70 PROPOSED SEPTIC SYSTEM UPGRADE 1 TOTAL LEACHING CAPACITY 349.4 GAL./DAY 10Yr 3/1 PREPARED FOR x 43.2 � 14" 42.53' B Loamy OYr5/6d CAPEWIDE ENTERPRISES \ / 36" 40.70' GUYWIRE / LOCATED AT 246 OLD TOWN ROAD 43 o, HYANNIS, MA 02601 - . ___ _ ° mo o � SWING-TIES SCALE: 1 INCH = 10 FT. DATE: JUNE 2, 2016 rRN U.P. 217/18 DESCRIPTION HCA DC-1 �,�F r<. 0 5 10 20 40 FEET Med.-Coarse Sand ���Fr� �y 2.5Y 6/6 ,� PREPARED BY: ? CORNER OF STONE(1) 20.0 37.7 C RESERVED FOR BOARD OF HEALTH USE IOHN L. F (s°, I'O Fo °/N� / > cHURC +tLLJR JC ENGINEERING, INC. kplb 11�v0 G'FO�A `` CORNER OF STONE(2) 26.5 50.5 ? eve A 2854 CRANBERRY HIGHWAY L9yO ,90 �VF�N �' '-''H�.. CORNER OF STONE(3) 47.9' 56.0' i►� SITE PLAN " r�. r:. c 132 32 70 , �+ - EAST WAREHAM, MA 02538 T CORNER OF STONE(4) 30.4' 44.7' 508.273.0377 SCALE: 1"= 10' No Mottling, Standing or Weeping Observed G6 Drawn By: SJI Designed By:MCP Checked By:JLC JOB No.3497