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HomeMy WebLinkAbout0163 NOTTINGHAM DRIVE - Health . __ _ I63'Nottingham Drive Centerville A= 172-045 W S M EAD® No.Z•1MWR UPC l2m amad aom • Madt in USA AA� r� TOWN OF BARNSTABLE LOCATION 1f6:3 N0`FTiKr,—l4AM M SEWAGE# -20a—v-kaLo :1 VILLAGE Ct i t ZE?—V14 w - ASSESSOR'S MAP&PARCEL �'�' 0 9 0� INSTALLER'S NAME&PHONE NO.CAPQW 0C SEPTIC TANK CAPACITY- i 000 (S;,4U-,fX' LEACHING FACILITY: (type)C�) m®%*L C*f4giF LS(size) NO.OF BEDROOMS 3 OWNER PAlSLA aiAA'NAK(3P0 )Lk)S PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: / Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility N/Q Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) IlO1A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) N!A Feet FURNISHED BY L.�t/i�ffi�lFJ� Gi~i"rQPQ15CS �� A - g' A -91 y 53.4' < A_ S : 58.8 g,J ; 22.b o B-2 B-3 B-5 ' 45.6, No. �` i'�`� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for MispoBaf bpstem Construction Permit Application for a Permit to Construct( ) Repair(IV Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. I 1,,3 (VO-T^r fA/ , Ad- jig. Owner's Name,Address,and Tel.No. e%vtLe.'" -AaLJ_ QfAV4KOPO Assessor's Map/Parcel f'7� � IO' ie-9-0 R C:��'t Installer's Name,Address,and Tel.No. 5 8$-477—e 977 Designer's Name,Address,and Tel.No. 5'09—3-"1'3-03 Z dAPSW06 Ent r Tc C l leCl t6- l-R e+�/ Cam' Cv E�G�L Type of Building: Dwelling No.of Bedrooms Lot Size (5.0 no sq.ft. Garbage Grinder( ) Other Type of Building PQE�Cn6)'r(&L- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 34 t gpd Plan Date -I(p - a®l$ Number of sheets Revision Date Title (Q2J �JO-r-ri iG.(440A. OP-(U45 C-eW-rEXV(4_Q6 Size of Septic Tank T 060 4—WA C Type of S.A.S.�a�&,�)® C-,ALL0 ej ( [RC S Description of Soil 1:'/Ju-65 SAAZ I� 14'ft Pk Nature of Repairs or Alterations(Answer when applicable) (1;4g, E ���aE�6� 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 Hea Si Date -7_.2o - (9 Application Approved by - Date ✓ Application Disapproved by a Date for the following reasons Permit No. Date Issued 40 19 ^r,,,.'s.,.--.. ,,:y.....,`r,�'+'e,'ara'�•...,r�'•� ....,,j...-..A;.„; rl No. >�� j � -"`"� r, Fee V(E } THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplitatlon for.33isToBal *pstpm Construction Permit Application for a Permit to Construct( ) Repair(*Y Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components t Location Address or Lot No. 1 (03 Owner's Name,Address,and Tel.No. *� �v� �te4MlUHr4C4pOUGO� Assessor's Map/Parcel "� ��! `- t (�LAJc- wire GAT v(LA Installer's Name,"Address,and Tel.No. :5*&-44 Tj w$j"'17 Designer's Name,Address,and Tel.No. t '� Meru �2cl.t� a"T' ��� �,�,t � !fit✓ t.�" tvA�(�t44�+1 J: Type of Building: Dwelling No.of Bedrooms Lot Size p pn sq.ft. Garbage Grinder( ) Other •Type of Building Q�C,(D )�"(, ._ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) a A10 gpd Design flow provided 34%q gpd Plan Date *1—I(A- a-LO t`R' Number of sheets i Revision Date P Title 16 7J "&' 11r1/t,J Gr(4 A M O RA u a 4 eT6"f L..L6 Size of Septic Tank . � S.A.S.� �� � A ( Description of Soil �( j �A$jh Q� r Nature of Repairs or Alterations(Answer when applicable) 4 =&ka: n� 4 �—.4-t' "' S xj�cx� . 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 Hea It. Signe" Date . Application Approved by "'"*+, Datey► gip► Application Disapproved by Date for the following reasons Permit No. 710/8 ?77 6 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( ) t � . Abandoned( )by AP&4eVf(Mt�2' at Gj JJ 6-r"f l v4664 ��. !V1 LL4C has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Nodi dated c> �7.�C►/ Installer P Designer #bedrooms Approved design flow A3Q gpd The issuance of this permit shall not be a`onstrued as a guarantee that the system will ction s esigned. ---� Date '7 �l © Inspector _ .. . - - -- - - -- - ----- --- - - - - - - - - -- No. 0/ el Fee liar THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Nsposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair( X) Upgrade( ) Abandon( ) System located at �p �h"T"T'f1l1Grw DQiU� � -� xv>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. Provided:Construction must be completed within three years of the date of this permit. Date19001/30- 8Approved by L ­VV 1JV°0' 06054 P. 001/001 Town of Barnstable Regulatory Services (Richard V.Scali, Interim Director MARM 'Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Officc: 508-862-4644 fax; 508-790-6304 Installer& Designer Certification Form Date: 7 2 3'1 Sewage Permit# 2 O 11 Assessor's Map\Parcel (�Z Designer: SG LAn)ivie-a-cir)l , J:ne., Installer: Gage-wide. OnF-rer(ses Address: 2A5y CcaoVerr% l4j# ay Address, 15-5 C-Om 1ercrol sFree.} Eas4 lUarelrwrr , 111{ d 236$ Mas��ee t ptP o z�y 9 C i On was issued a permit to install a (date) (installer) I e septic system at I I (03 Nt,+E�tn91n dm �DrW e, based on a design drawn by (address) -S C. try►,5cne ex.!o al , �rtc dated SO 16+ ZO 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. Strip out (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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed a with.the terms I1A approval letters(if appl of the icable) \��I" F MAs I r� cyG v JOHN L, s� U CHURCHILL JR. In alter' Sign ure) C1 is F i ( tgner's Signature) (Affix Des' a amp Here) PL SE RETURN TO ARNSTA8LE PUBL C HEALT DI SION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BU LT CARD ARE RECEIVED BY TIME 13ARNSTABLE PUBLIC HEALTH DIVISION THANK YOU. QASeptic\Designer ConiFcation Form Rev 8-14-13,doc i r I l Town of Barnstable P# Departiment of Regulatory Services C` r V,BM Public Health Division Date Muss. r t639 �� 200 Main Street,Hyannis MA 02601 pw� • lFp pAKt� �"J X:. Date Scheduled ' I Time -1 Fee Pd. � 'n Soil Suitability Assessment for S age Disposal Performed By: ! ��►l�e� 1 I� /���� / l �J� Witnessed By: LOCATION&'GENERAL INFORMATION location Address Owner's Name PAv fA (:—�LIANAJAKaF0 t03 o re N ffpRC �e Address 7 p �RP��OE �1vT'ER.pel5� Assessor's Map/Parcel: 1 -7,;ks f Engineer's Name T E ZNCX(,v g51d O r NEW CONSTRUCTION REPAIR (� ?. Telephone# Land Use eS en�ioA Slopes(96) y Surface Stones A,1 A Distances from: Open Water Body 15� ft Possible Wet•Area )SG ft Drinking Water Well 2-50 ft Drainage Way ft Property Line )J C ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test hales&pert tests,locate wetlands in proximity to holes) kedAn J a ' Parent material(geologic)0UUS �`a� Depth to Bedrock Depth to Oro undwater. Standing Water in Hole: i 3a° � Weeping from Pit FOce Estimated Seasonal High Groundwater 1 v `cam +TE ATION FOR SEASONAL HIGH WATER TABLE Method Used: i f —h'serva i 0/1 Depth Observed standing in obs.hole: 1, In, Depth to soil mottles,: Depth to weeping from side of obs.hole: [n, Groundwater Adjustment f. Index Well# Reading Date: Index Well level_:__,,,_.__ Adj.factor— Adj.Groundwater;Levei- PERCOLATION TEST Ditto Time 11,'_00a l Observation _ — Hole# I Time at 9" c n i Depth of Pero T Time at 6" Start Pre-soak Time @ V con Time(9"-6") End Pre-soak Rate Min:/Inch �� I Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) N Original: Pubic 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. QNSEPTICVERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Shcl Color Soil Mot Surface(in.) (USDA) (Mansell) Soil- Other. g (Structure,Stones;Boulders, ri II ' tenw.%Gravep A Loomnal r 3-2 3�''�1u C- 1 'Pine 5a 126"/3r DEEP OBSERVATION'HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C i to DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency, _Flood Insurance Rate Man: , / Above 500 year flood boundary No Yes .V__-_ Within 500 year boundary, • No v+ Yes ' Within 100 year flood boundary No.,T! Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? - f` ---- If not,what is the depth of naturally occurring pervious material? _ Certification 1 qqr I certify that on ' / / (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 a experience described in 10 CMR 15.017. Signature Date 7-13"/ Q:MPTlC\PERCFORM.DOC L.0 C&T ION SEW 0,C;E PERMIT I.I O. IKISTQLLER 5 1 &NlE ADDRESS BUILDERS Q &VAF- ADDRESS DIaTE PERT A& ISSUED D ATE COMPLI &&ICE ISSUED : = �� JT Finz THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........ . .OF..................................... ...................... ............ � 3 Allpfiration -for �i-spniitti ,arks Tomitrnrtinn rruift I `jf Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: -CoT /d /1...... J6//� C Zvi id1� ----------------------------------------------------------------------------------------------- --.......................--------------------- - - L-cati Address or Lot No. � .rSl� ----------------------------- ,�J�C,II??�tt.�'?�� � wn -•-------•••-•-••...........................Address .. Installer Address Type of Building Size Lot....Xj���Sq. feet U�-+ Dwelling—No. of Bedrooms ........ ......----------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ......... No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures -------------------------------------------------------------------------••---------------------- - ----------------- W Design Flow....-. --_Q....................gallons per person per day. Total daily flow------------- C!240.............gallons. W Septic Tank Liquid ca pacit 1044 allons Length .. 1 q 1 g _ ....--- Width---------------- Diameter------.....----- Depth--------------- x Disposal Trench—No..................... Width-----------__-----_-Ttal Le gth......_....____-_-.- Tota leaching area--------------------sq. ft. Seepage Pit No.. Diameter__ C� ._. bel�i� '� 1 leaching area sq. ft. Other Distribution box Dosing nth k Z ( ) -- ( ) �b. W Percolation Test Results Performed by------- _c�-6i.B..�l-_S__.__. ....� ......... Date....... .. .................... Test Pit No. 1................minutes per inch Depth of Test Pit-.-__-_-___-.._--_-- Depth to ground water...-_-._--_--.-.--.-.--- fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-_._---.--__-_.--_-_-.-. P4 ---------------- / ' / ---------- _ . O / '],, i' 1,2 x Description of Soil ld_ ._ .../..1�8^�' �1 ------------ --- --------- ---- W --------------­--------- ----­-------------- Z,�------- ­&----------- "_ ­Ae- ------------ ----- ------------------ -------------------------- U Nature of Repairs or Alterations—A swer when applicable................ ......................... ---------------------------------------------- •--------•-----------------•-------•---------------•------------------------- ............................ •--------•----------------•---..-•-----------.----------------•----.------------------------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article NI of the State Sanitary Code—The undersigned fur her agrees not to place the system in operation until a Certificate of Compliance has been iss d by the oard of h lth. 4 Sig d= /Date Application Approved By---- -- - ... ••----•------ -------- Date Application Disapproved for the following reasons----------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------- ------------------------ate Permit No......................................................... Issued---- •--- .a -------•--•---- ._.._. Dete - -- ---- ---- -------- ---- No. o.... Fizim .e��............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...... . . . .....-......_..OF................................ ........ AVVIirtttiun -for BhiVagal Workii Tlanitrnrtinn Prmlit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at l, Locati n-Address �-f or L.t No. K'n Address - a ........... ....................................... Installer Address �-� UType of Building Size Lot---: * ,,�__�s Sq. feet .-I Dwelling—No. of Bedrooms__ ----------------Expansion Attic ( ) Garbage Grinder ( ) per, Other—Type of Building i�t� �5_---------- No. of persons_-------------------------- Showers ( ) — Cafeteria ( ) Otherfixtures ------------------------------------------------------ W Design Flow-------------s5 ....................gallons per person per day. Total daily flow----------_- ----------....gallons. P4 Septic Tank Liquid capacity,/We)gallons Length................ Width---------------- Diameter-----_-------- Depth_--------_--- xDisposal Trench—No..................... Width-------------------- TotaVLe gth----.--....:-_-__--- Tota leaching area-.-----------__--.--sq. ft. Seepage Pit No....-/--••.••--.. Diameter-Z 01_1. �° i biih.}ef_.�?� '�C�4c a1 leaching area-----------------sq. ft. Other Distribution box ( ) Dosing f'Snk � Percolation Test Results Performed by------. _�_ _�-_- t-S_- --•._ t�.1--?, ......-_• Date_.A'`�.�'-'_ �~-__-.._ a --• -- Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water_------------------.._. f14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ ..�-------------- - . ---- 0 Description of Soil----"'°------ .b y /Ae�xw.� ----- --------------------------------------------------- ---- -- � �� �- 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 fupther agrees not to place the system in operation until a Certificate of Compliance has taL�d by the boa ea/lth. � .t 2 Application Approved B Date Date —` Application Disapproved for the following reasons--------------------------•---•-••---••--••-•----...----•----•----.....--•---•..--...-•--- "-------•----=-•-•-- Date PermitNo.......................---•--•-----•=•--•--••.......... Issued.................-----------------•--••---••---•--•--•- ` Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OFEALTH Trrtifirnte of Tlamphanrr THIS IS TO CERTIhY That the Individual Sewage Disposal mconstructed - y �-� �,�� Se ge posa System ( ) or Repaired ( ) fi i '� C> by = .¢' f� y �/ Installer / has apbCen plication for in accordance with the provisions of .�rsicle XI of 1 he State Sanitary Code as described in the pp r Disposal Works Construction Permit N ...-. - , --------------- dafd-- .a2 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONS D EE THAT TIME SYSTEM WILL FU CTION - T SFACTORY. DATE.•.-•�:7 --•-------------•----------- Inspector•.•..---- ....................................... ............................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -._..__.- FEE-- %nVoiiat) ork,i To- strffratien Prrmit Permission is hereby granted..'... {•------- --- ...................................................................... to Construct. (�') or Repair )• an n tvidual Sewage DispoSa] SystemQ at.N o.-.~~' - -�to{ `'�i a /...��K-••� r .. -Street u / as shown on the application for Disposal Works Constructio Permit No_ __- Dated---� f_" ............ Badof DATE---V �� .............................................. HIt FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS Y✓ PLOT PLAN SHOWING PROPOSED .BUILDING , C4'/VTE'J?/�/L LE B A R :N S T A 8-L E MASS. /'FOR , �105� 4 SCALE : l . .YO' pAT,E; . .4PR, 21,I 1975 CHARLES N.SAVERY 1N'C. .REG. C.E.'8L.S, 712'MAIN ST. HYANNIS, WIASS- Lo* /36 LOT, !3.7 - .; G o-r i38 L 0 7 /09 /s, 000 s, /000 GRd. ;y LEAGN/�sC, /D/Tj lKi 0 B'OiA�1, 6 OEPtf/ -ID L 07" \' 1000 GAG + O .. �RQPP8E0. 1 t I / (' ae!Au 75026 PLOT PLAN SHOWING-PROPOSED. `BUILDING IN CZ,VTeRY/LL6 B-A RN S 1 A B G MASS, . FOBL. .'r .•'' 1. I SCALE.: 1r JOB, DAT APF•'. ,21, /97S ' CHAR L'ES.N.SAVERY'INC. REG. C.E. 8kL,S.' 71'2, MAIN ST. HYANNIS, MASS. • � L-07 /36 La7 !37 Coy i3$ 6 LEACNIRf� f /T \ i' 3 ' 1 GG'/I CNtrx C fstT.' 1 ,' 0 B'OiegN. 6'OEPtNni "to ,. w a � a zr�Bvz L..c�T a/.D 8 • - /000 GAS • �RO�SEo - Di1/ELG%/VG N ' x, 36 I 4IIs 1 �vo. oo ICA Ally`7 //V6HA JAI PRI VE kL 75026 ' --7-- -T.O.F. EL= 61 .0 _� FINISH GRADE OVER D� � O�= �� + FINISH GRADE OVER CHAMBERS = . ����_ �� �' - 1' �4^ TO1-1/2'' D(}UBLEVVASHED ���������� �� U ������r � PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER GU3pE@2Y6 MIN. OVER SYSTEM STONE TU CROWN OFPIPE WITH COVER OVER INLET& 1- UNLESS {}TMERVV|8ENOTED. ALL 8YGTEK8C�{}K8P{}NENTS/\y�D[�{�N8TRUCT|ON C)UTLETTOy@TH|N�y'OFF6 4'' SCHEDULE 4OPVC INSPECTION PORT Will HACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE A� FND EL= ��r1.c�''� � (]VERTAN�EL = «���_«�v'� / - -� �/- TO '/- ------ ''' '-''-- {�ODEAND ANY APPL|[�ABLEL[�CALRULES. -------' ------ ' STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. PRCJPC]SED4^ / CHAMBERS WITH ' 3 4'' 8{�HEOULE4O PVC PIPE VV|THVVATERTIGHT J[)|NTSSHALL BE USED |ND|8P{�GAL c�-_�_-__� �--------/ INLET P --� � �- � ' - BREAKOUT EL = - -- - - -� SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE FINISHED GRADE DROP K8AX / N FROM Ll 2 _ —JPORIONV 4. TOPREVENT8REAKOUT. THEPROPOSEDF/N/8HEDGRADE SHALL N{�TBELESSTHAN 2 uRurxx/m ~ ~ - -- - TIGHT ELEVAT|[)N = 575U' F{�RAD|STANCEOF15' AROUNDTHEPER|K4ETEROFTHESAS UN E8GA 00 CD � 4OyN|LGEDK8EKABRANEL|NER |8PLACEATLEASTF\VEFEETFRON\ GA.S /\NDTHETOPOF � THEL|NER |8NDTLESSTHANTHE8REA�JUTELE\��|ON .* � PROV|DE -- � un /v 5, GLOPEALL8OL|DP|PEAT1.O96K8|N{MUK8. F|EDDROPBETVVEEN | | } M THIS SYSTEM IS NOT DESIGNED FC}F�AGARBAGE O|SPOSAL ETANDOUTLET C�NT�ACTOR | CO�TR��TO��HALL' �� x��' �/ 2' ' � �-OUTLETTEE ^^' -,w ~_ ��y ���� SHALLVER|FY8|�E 4�Y' VER|FY{�ONO|T({JN [�F `� ' . ------- ------- 7 LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 1 00 _�5 AND CONDITION OF EXISTING TEES \ GAS BAFFLE G"CRUSHED STONE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY � �C)TT{� BEBA{�NF|LLEDVV|THC)UTF|F�GTC)BTA|N|N[�APPFY[}VALFF�OK8BCJAF�(- OF HEALTH TANK NECESSARY ~ - COMPACTED BASE � ---- / AND DESIGN EN[�|NEER � � / | ^^ OUTLET DISTRIBUTION BOX 4 83' 8 ELEVATIONS BASED ON APPROXIMATE K8 S L DATUM. BENCHMARK ELEVATION OFG0OO' Y INSTALLED STABLE 25O' (�p ) /u oc `m� o ESTABLISHED ON THE CORNER OF A CONCRETE PAD AS SHOWN ON PLAN. TEES TO BE CENTERED DIRECTLY UNDER RISERS BASE. FIRST TWO FEET OF {JUTLET L ���� M��/ GRUU�DVV�T�R EL�V�= u1�4O{�` 710 CONTRACTOR GHALLVER|FYALL UT|L|TY LOCAT/ONS PR|ORT[) C(]N8TRUCT|[�N 1283' | PIPES TO BE LAID LEVEL. `�~�'uw / ` ~~'^''`^~'~` ~''~�^ VERIFY~^� UTILITY ^~`~~''~'`~ PRIOR '° °°'`"''^""''=" -----, ' THROUGH D|G�AFEAT LEA GT 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT5. �|NEXfSlING i 000 GALLON CONCRETE SEPTIC TANK 2 500 --ON CHAMBERS ` AMBER EN VIEW 1-888'0G-8AFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCI ES � �� �S %E ` F�� J � �EA ~CONT�CTQRTO VERIFY E%{8T\N' TYPICALCHAMBER PROFILE TO THE DESIGN ENGINEER.ELE\AJ|ONpR|ORTOANYVO {K8 S � � �k, �A � � � � � �K �U � t-Nio i koi`4 DUA C �� UL �HAMBER DETAILS 10 ALL STRUCTUF�E8 ��ALLB� �ADEVVATERT|GHT � NOTIFY ENGINEER IF NOT TOSCALE NOT T(� SCALE | NOT TO SCALE � ' ----- ------- 11. N[] DETERMINATION HAS BEEN MADE AGT[)COMPLIANCE WITH DEEDED C]RZONING I REGULATIONS. OWNER/APPLICANT |GTO OBTAIN SUCH DETERMINATION FROM ! APPROPRIATE AUTHORITY. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10LOAD|NG UNLESS LOCATED | DESCRIP TOR: Donald Desmarais ! UN[�E� K8D��ETHAN3 FEETOFCOVER (}R L{}CATEDUNDERPA\/EKXENT. ORiVE8, OR EVALUATOR: Michael Pimentel, E,I.T. TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. ' Cranberry 13 DOUBLE WASHED CRUSHED STONE SHALL 8E FREE OF ALL DIRT, DUST AND FINES. CORNER OF STONE (2) 32,1' 51.8' DATE June 22, 2018 14 WHERE REDU|RED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL \N AREA BENEATH AND FOR 5FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310CN1R 15.255(3). 15 CONTRACTOR SHALL NOTIFY DESIGN ENGINEER C)FANY DISCREPANCIES FOUND IN MAP 172 �|TE CONDITIONS FR{}KA THOSE SHOWN PRIOR TO CONTINUATION OF WORK. DEPTH OF PERC 6"-24" 16- PROPOSED PROJECT|G LOCATED WITHIN: 00 ASSESSOR'S MAP 172 LOT 45 ___ __ MAP 172 OWNER OFRECORD, PAULAG|ANNAKOP{}ULOS � '' LOT -- C/O GE(}RGiA PAPPADOPOUL{)S � 6000 LOCUS ADDRESS 7O BLUE WATER DRIVE Loamy Sand 7 eye A CENTERV>LLE K4AO2S32 � Perc FEMA FLOOD ZONE 4 GARAGE Loamy Sand COMMUNITY PANEL# 1OYr 5/6 � 17. DEED REFERENCE: B{�CJK928G. PAGE 321 , EXISTING LEACHING PIT 18. PLAN REFERENCE: PLAN BOOK247. pAGEB418" MAPLE TO BE PUMPED AND ariberry i FILLED WIT�l CLEAN SAND Benchmark 19� ALL DISTURBED AREAS SHALL BE RESTORED TD ORIGINAL CONDITION. Corner of Conc. Pad 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY .0 Fine Sand FOR SEPTIC SYSTEM UPGRADE JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES C)FTHIS PLAN OTHER THAN ITS INTENDED PURPOSE. . PAD 21 A4'' PERFORATED SCH 40 PVC PIPE SHALL BE PLACED IN AVERT|CAL POSITION TO ' _ ~ DEPTH OFTHE B[)TTC)K0 OF THE SAS AND EXTEND TOWITHIN 3^ OF FINISH GRADE. A 18" MAPLE REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. | 126'' 49.50' LP 22. OWNER /APPLICANT/ CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL PROPOSED 2-500 6"TREE LOCUS PLAN Silt Sand REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. C-2 CHAMBERS 60x3 132" 48.00' No Mottling, Standing . PROPOSED L«/ 3' INSPECTION PORT 60x4 60xO ������Ux~��U �� LEGEND K~�����K��8n� DATA�� TPI PERC NO. 15007 NUMBER OF BEDROOMS 3 INSPECTOR, Donald Desmarais 50xO' EXISTING SPOT GRADE ` --- EVALUATOR. Michael - -- - 5O - - EX|ST!N{�C{�NTOUR / OX0 PROPOSED D��|�N FLOW 11O �AU�AY/BEO���� TOTAL DESIGN FLOW 330 GAL/DAY C8 E Oct.APPROVAL 1099 50 PROPOSED CONTOUR EXISTING DATE: June22 2018 ^---' DESIGN FLOW x 28U 96 = 600------ �AUOAY TEST PIT#: 2 ��0l pRDP{}SEDSPOT GRADE � USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 60.00, EXISTING GAS LINE 15,000 SF ELEVVVATER = /49O0' EXISTING OVERHEAD UTILITIES PERCRATE = INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE EXISTING WATER LINE DEPTH OFPERC = | SI[)EWALLC/\PAC!TY TE8T �\TLOCAT0N TEXTURALCLA8G� 1 (LENGTH + WIDTH) (2 SIDES) (2' H|GH) (074 GPO/S.F.) = GAL/DAY (25.0' + 1283') (2 ) ( 2' ) (074 GPCVS.F.) =112.O GAL/DAY EXISTING 1.00O GALLON SEPTIC TANK D'' O0�DD' BOTTOM CAPACITY PF{OPOSED4' @(}L|D SCHEOULE4O PVC PIPE A Loamy Sand MAP 172 (LENGTH x WIDTH) (O.74 GPD/GF ) = GAU�AY G^ 5950' 0 PROPOSED DISTRIBUTION BOX(25O' x 12.83') (074GPCY8 F.) 2374 �AL/OAY LOT 44 = Loamy Sand PROPOSED 5OOGALLON LEACHING CHAMBER B TOTALS. | ' , ~� , ^`^-~�. ^' /^ TOTAL NUMBER (]FCHAMBERS 2 36' 57.07 TOTAL LEACHING AREA 472.2 SQ�FT� '`�, | ""'c | BY | "'` D "ES`'"'P''°'" ^ T�TALLEACH\N��APAC{TY _3�4_ �AL/OAY PROPOSED SEPTIC SYSTEM UPGRADE Fine Sand C PREPARED 4 DIRT ��������U��� ����[�������U�%�� �� / - ==" �°°"=� �," " �" = " ^"���� DRIVEWAY SO 128" 49,50' 163 NOTTyNGHAM DRIVE | Silt Sand �������F�������y | C� ���� O~���'�^� ^ �� C 2 =�-'` ' ^-' ~ ° '����` "~""` ="-=�"- �TE ~ � - ----- � `\ ^ �� ----' SCALE� 1 INCH = 10FT DATE, JULY 16. 2018 1 ) MAGNETIC MARKING TAPE SHALL BE PLACED EDGE ' ~�� 132'' 4900' n ' -� - - - - ' - - ' -- -- - --- ALONG - - -- -- o o � zo *o FEET EACH SEPTIC SYSTEM COMPONENT. ^ ^� No KA��\ng. Standing or Weeping [)bsammd ^y ~ 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF � � ^ � PREPAREDBY. THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST RESERVED FOR BOARD OF HEALTH USE =C ENGINEERING, INC. PIT DATA SHOWN ONTHIS PLAN REPORT TO ENGINEER AND LOCAL ���� �~��������� HIGHWAY ._=~ , ~~. ~CRANBERRY. . BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. ^v �� 3 ) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER SITE ~ EAST WA-R -H- -M' - 0-538 PROTECTION OVERLAY O|STR|CTANDTHE ESTUARINE WATERSHEDS 508'273'0377 bi8LE: l = 1U' `s^ Drawn By: su Designed By Su Checked By: MCP J oemu *256 | ' /