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Home My WebLink About0111 PERCIVAL DRIVE - Health 111 PERCIVAL Mt o e i• TOWN OF lID. e®1.01 LOCATION: WL/`I Pe /oP , Hof`/ VF, VILLAGE: A V r LOT PERMIT # : 7 2 31 INSTALLER' S NAMES INSTALLER' S PHONE # : �V7 7 0/77 LEACHING FACILITY: (type) A `fj'/ /`� (size) NO.. OF BEDROOMS : BUILDER OR OWNER: PERMIT DATE: COMPLIANCE DATE: 1! ^ l�rll DRAW DIAGRAM ON BACK cuF4l r 3 77- a3� No. � n Fee kt a_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes ( PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for Migogaf *pgtem Con5tructiou Perron Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components. Location Address or Lot No./// P<=RCA1AZ- Owner's Name,Address and Tel.1;o. REST/��57_w/3k� 6,4, y B� > Assessor's Map/Parcel /!�I �`^ D�B y �� /"�/Y// as /66 D orc� ,yam ®zs37 I Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. JcvW' C,,9 �� 1- 77-6/77 � ezZ7 3&z syi Type of Building: q O� Dwelling No.of Bedrooms Lot Size 3$7212—sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers(Z) Cafeteria( ) Other Fixtures Design Flow yGiS gallons per day. Calculated daily flow gallons. Plan Date Number of sheets f Revision Date A-/A? Title Size of Septic Tank /5290 6y/w/6xl Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b th'/ d of Health. Signed Date MA/ Application Approved by Datet3'� Application Disapproved for the following reasons Permit No. Date Issued . No. 77 - 0 Fee Y ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes - PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS �� Application for Dioogal *pgtem �Con!6tructiott Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System El Individual Component Location Address or Lot No./// Pie/URL 4�-�� Owner's Name,Address and Tel.No. 7"J2,►/4845 / Assessor's MaplParcel Irk I^ 0 y 7� /%91- Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ,exsw S ZXc��i.�Ti��g- 6&i ,%l Cam;, �.✓r1Fi eeEG�iir1G 1-J 77-b/77 A9 � ©z.��S 3&Z . y/ Type of Building: o ' Dwelling No.of Bedrooms�� Lot Size�$�?�Z sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers(Z) Cafeteria Other Fixtures =r Design Flow "9 _gallons per day. Calculated daily flow gallons. Plan Date 3"�`/c199 Number of sheets / Revision Date ti Title - S_izenof Septic.Tank /5"�� G.9//D .. Type of S.A.S. Description of Soil f Nature of Repairs or Alterations(Answer when applicable) Date last inspected: r 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 Certifi- cate of Compliance has been issued by t ' d of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. ,��/_;�c�L� Date Issued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(K )Repaired( )Upgraded( ) Abandoned( )by R�61 . =e�(4a at has been constructed in accordance; with the provisions,of Title 5 and the for Disposal System Construction-Permit No r'i 3 dated ' Installer Designer f e The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date - KJv 1 Inspector --------------------------------------- No. 7/ 3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Permission is hereby granted to Construct(t4-)Repair( )Upgrade( )Abam-x l - System located at )it h - t✓.�Jt � �.�aJ /�>7' ��' t and 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:Construction must be completed within three years of the date of this permit. ` Date: Approved by TO WN OF i t LOCATION: /it Pe ,M ,Order OL VILLAGE: r LOT # PERMIT # INSTALLER' S NAME `/ �� INSTALLER' S PHONE # ' q�7 0/ 77 LEACHING FACILITY: (type) (size) i NO... OF BEDROOMS : BUILDER OR OWNER: !1 PERMIT DATE: '�-� 4 t COMPLIANCE DATE: DRAW DIAGRAM ON BACK to a. j - ..i.�hZ7J�t7�:1'rf.�f,9l3nR�TOfid&S, INC, _ AL4 CEMT.NO.:M AIA 063 44RRte. L10 Ss?ndolvh, Met 0256_t til�td(888-64 0) 14000 Q-64GJ FiLV(:O8)*88444,6 CLIs��17i Ridgewood Custom Hornos LOCATION: Lot 37 ADDRESS: PO Box 1663 Percival Dr. Sagamore Beach, fAA 02562 W. Barnstable, MA COLLEC77ED BY: Desmond Wells SAMPLE DATE: 4-19-99 SAMPI-E 77ME: 2:OOPM WATER SAMPLE 7YPEr Now Well DATE RECEIVED 4-19-99 LAB I.D. #: 994324 WELL SPECS.. 88769, RESULTS OFANALYSIS: ,parameters Units Recommended Resuttg Method Date Analyzed Limits Coliform,4acEeria /100m1 0 0 9222 B 4/19/99 PH pH units 6.5-8,5 6.03 4500 F-i+ 4/19/09 Conductance umhoslcm 500 119 120.1 4/19/99 14fraie-N/Nitt#te-N mg/L 10.0 1.15- 4500-NO3 E 4/19!99 Sodium mg/L 28.0 11.2 200.7 4/21/99 Iron mg/L 0.3 0.01 200.7 4/21/99 Manganese mg/i. 0.05 < 0.002 200.7 4/21/99 Volatile Organics ug/1. See Report. None Detected. EPA 524.2 4122/99 COMMENTS: Low p}-I indicates ltlgh corrosive characteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. Date46// pit, d.J.'Sa:ri L.00oratorytP r for <'=less than ?=greater than _ TNTC=too nurnerous to count i PAgr. 2 of 3 R.I. A•nutydcal Ltibarstories, Inc. CIE)3XJF.CA:1TE OF ANALYSIS J E2viro:ech Labolvories, Lac. Mae Ret:eived: 4/20/99 Apploved bye. Work Ofdcr 9904.03430 - I SA,'Y"�LE DESCRIPTION: #994324.37 PERCIVAL 4/19i99 SA. VILE AET. ANALI'ZEW PAt'A.Mk,'1 F l t RESULTS LV�HT UNITS DA 1.1;./')i'ENO ANALYSE' vchdle Ors.vli.c Compounds LarOwodklilOromc�Oenc <O.S O.S ue,1 EPA 524.2 C12/99 17:14 R1ti1,1 . 3r��cforry <.fl.S 0.5 ugIl EPA 524,2 4122/99 17:14 wl pibre nn f orurn�cbin± -U.S 0.5 ugll EPA 524.2 4/22i94 17:14 IWI thdr,:iL)rm <0,S 0.5 Ugll EPA 524.2 4122/99 17:14 W1 1,: QibrOr,:ocrhanc(EDS) <0.5 0.5 i1g/1.. EPA 524.2 4/2269 17,14 R4hi Ee, en: <0,5 0.5 ugll: VA 5'24.2 4122/99 17:14 RANI carlwn Tecrsclilcrdc <0.3 0.5 ug/1 _ EPA 524.2 4i22i99 17:14 RANI 1.2•DwWoroerl,r,:.:e <03 0.5 ub/1 FP 534,2 41'22/99 17:14 P.A.k1 TricMoroetbenc <0.5 0,5 ugll EPA 524.2 1112219l) 17:14 kA.k1 1,4T cdorotennne <0.5 0,5 Ug/l EPA 524.2 4i22/9,9 17:I+4 RAM 1.1-D'chlor:, LL n= <0.5 0.5 ug/1. EPA 524.2 d/22/99 17.14 RVM " 1.1.I-T61-iJct:oa L,iva -,0.5 0.5 ug11 EPA 524,2 4122/99 17:14 RAM Vi:11l chloadc <11.5 0.5 ug/l EPA $24.2 ;n2199^ 1714 ?.4.bi Brorootlehzcr,c <0,5 0.5 USA EPA 524.2 4/221i19 17:14 R"l L;tOuUulemiyz' r 10 10 ugA EPA 374.2 4122/99 17:14 fIAM Chlvrob?azena <0.5 0.5 ug/l EPA 524.2 4122/99 17:14 MMA Chlnrocthtine <5 5 ug/1 EPA $14.2 4122/99 17:14 RA_V1 Clilerum¢1Lan: <5 5 Ug/1 EPA 524.2 4122/99 17:14 RAM 2-CrJoro;nlu:n: <U.s 0.5 ug/l EPA 514.2 4/22/99 17114 RAM 4-Cl Jorocoiue,le <0.5 0.5 ug/1 EPA S24.2 022/99 17:14 RA.%l Dibre:nomabice <2 2 uZ/1 EPA 524.2 4/22/99 17:14 RAM 1,3-Dichloroberlucoe <0,5 0.5 vg/1 EPA $24.2 422199 17:14 RAM 1.2•Diclllofobcnzcnc <0.5 0,5 ug/l EPA 524.2 4/22199 17:14 Rt1-1 ls•1.2•L�IchlUtOerrene <0.$ 0.5 Ug,1 EPA 524.2 4/22199 17:14. 1t/iM tit-1;2-DictJor:)•.GI:Cc <0.5 0.5 4g/I EPA 524.2 4/22/99 17:14 RAM Methylene Ch;xile <0.5 0.5 Usti. EPA 524.2 4/22199 17.14 Rh;4l 1,1 D;chlOmeth_rc <0.5 0,5 ugll PYA 514.2 4!22/99 11:14 RA,ti1 1 1•DitWorepmpc 1. <0.5 0.5 ug/l EPA 524.2 4/12/99 17:14 RAM 1.2-U::hlan)p[�pdrt <0.5 0.5 ugli EPA 524.2 4/IV99 17:14 PwIl I.3 D:chlcroproE'ere <0.5 0.5 u A ' EP 524.2 4 22t S P. 99 11:14 RA?VI l.3 Dicheroistope„e <015 0.5 ug/l EPA S24,2 4122/99 17:14 RAM :,2 <0.5 0.5 Ug/l EPA 524.2 4/22/99 17:14 M-1 Elylbmujt e <0.5 0.5 ugl! EPA 524.2 4122/99 17.14 RAM S7reco <0,5 0.5 ug11 EPA 5241 4/22/99 17.14 P.M3 1,1.2-idealuroathzn: <0.5 0.5 ug/l EPA 5'24.2 4/22/99 17:14 RAM 1,1,].?'.Teu eclil)toelt,allC <0.5 0.5 ugh EPA 524.2 4122/99 17:14 RAH 1,1,2.2•TcuY:cbloroel ,e <0.5 0,5 Usti EPA 524,2 4/22109 17:14 R4:m Tctrccilorctdle4: <0,5 U.5 ug/l >PA 524.2 4122199 1714 k,?�l r—� Page 3 R.I. Arittlyxic41 L;ibo1'atories, Inc. CERTMCATE OF ANALYSIS ' Erlvirori:�k,isLoratoSies, Lnc. Date P Wivccl: 4/20;99 Approvtd by.. Wo►'k Order A 9904-03430 R.I. A>a. ytic Satuplc/l: 001 #994324 37 PERCIVAL 4/19/99 PARAMETERSA111FLE DIET. ANALYZED RESULTS ,LOW UNITS MI—MOD ANALYST 1,2,3-•RichjorOsjq"l <U,S 0.5 Tolueno us'l EPA 5:24,2 VIVO 17:14 <0.5 5 0, RAM %�Ylcncs ug/l EPA 524.2 4/22/99 17;14 PAM <0,3 0.5 usil UA 324.2 4/22199 17.14 1,2�Libiomu-3•Cnloroptopanr <10 10 P�;Yl BNmactJc:oruedia�ta uE11 EPA 524.2 4/22!99 17:14 RM1 rI 1 a•Burylbenzenc u8R FTA S24,2 4122/99 t7:14 wl DicAlon?d -0.5 O.S 4b1t El'A$2a.2 ' ' 17:1a llluc tomcthr ne <0.t 4/2,./99 1tA4: TticlLotollUotumc81snc 0'J `.i.ut11 EPA 524.2 4,12/99 17:14 RAM <0.5 0.5 UgA .:. EPA $24.2 HexaCblurvbua�icue <p 5 4122/99 17:14 Rglv1 0.5 EPA 524.2 4r2269 17:14 1SOprolSylth nzeUc 17. 0 5 1 t0'S ugn EPA 924,2 4/22194 RANI p :opropyltvlue�e A!0.5 p 5 14 Tu1lv1 Vapl]tl,alzQa ug/( > FA 524.2 4,12/99 17;14 RA!yt <0.5 :uSn EPA 524.2 4/22r a 0 S 99 1.:14 n-Pcopylhc rV cne <0.5 RAM Sr -Buglberizenc 0 5 8/l bPA 524.2 4,W 99 17:14 1tA�4 <O.S 0.5 .;tlgll EPA 324,2 4/22,99 17t14 •' ten•13urylbenlene <U,5 RAM 1,2,3-1tl�lllorvbenzenp 0.3 uLl1 EPA 524.2 4.12199 17,14 PAM <015 015 pgl( EPA 524.2 1,2s=fticliluvbcnrenc -e0.5 4/22iN 17:14 RUM 1.2.4.-1 mcthyibrnzcnc 0.3 :.urll •1_PA 524,Z 4r22r9y 17a4 P1►M<0.3 p.s usn : EPA 524.2 a/22/99 11;ta L3.5•Trimcd�ylhcnzene <0.5 p•5 RAM. Mathyl Tenisry Eu�yl E ,i, EPA 524.2 4/22/99 17:14 RAM n-fled;nc c l0 1 'uRn EPA S24.2 4/2:199 17:14 RAM i0 uk�.:_'•::: 4122199 11:14 HAM SURROUATES >~1'A 52a.3 A-Br�ituofluarooe�ucue y4 EPA 524.2 4/32199 17:14 IL4�l L2-Dic;,lorob:�zile il4 i t7 EPA 524,2 4122199 17:14 fiP•M 8Q,{120'0' L•PA 324,2 4422/99 17:14 R4.M I No. -------- BOARD OF HEALTH Fee------------------------ - TOWN OF BARNSTABLE Application-ftlVer[ CootructionVrrmit Applications is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: ei m-_e4/V/ - - - ------- -/��5. Yh�LP -d/® -�LC- /-f�-------------------- Location - Address , Assessors Map and Parcel - - ------------------- --------------------- ------------------------------------------------------------- �,//// Owner/�� d ® i Address K1C-20�pJlG- /NE(-C. �'i fLLl/Z ,/V - i l 29 /l..Qf �iPLC /JCj eC/ Installer Driller Address -lcSJ Type of Building Dwelling------------------------------------------------------------------- Other - Type of Building ----------- No. of Persons-------------------------------------------------- �------ -�!9 �l/� tf f1 ----- Ca acit /4 '?� ------------------------------------- Type of Well- - -- - --- - P Y-- P0'M'e1'6- Purposeof Well--------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate f ompliance has been issued by the Board of Health. g Signed ---- -- ---------------------------------------------- --------------------------- date Application Approved B - /% - date Application Disapproved for the following reasons:--------------------------------------�-- -- - ------ �- -- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- date Permit No. — �, `� �' �a Issued------ �` �/J� _�!L --!__-------- ----------- �------------ ate---�----L---------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f COMPhance THIS IS TO CERTIFY, That the Indiividual Well Constructed ( ), Altered ( ), or Repaired ( ) by----------� =,del ------ —------------------------------------------------------------------—- - - ---- - -- Installer at- --- l�� { = t''� � �r---------'v---- ' •'�1 �� - ---------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit ----j?-�`----'-��Dated� `C577 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------—--- -- - ---- - -- Inspector----------------------------------------------- ------------ _: -�-s r t ' - Fee---------------- -- - BOARD OF HEALTH TOWN OF BARNSTAB"L- E Appliration-*rue1[ congtructiouPermit Application is hereby made for a permit to Construct (✓<Alter ( ), or Repair ( )an individual Well at: - ----- ----------------------------------------------------------- Location — Address Assessors Map and Parcel -------------- ----------------------------- ---------------------------- ---------------------------------------------------------------------------------------- Owner ,l Address +vim©Na lrf/ 4 �--�� /Al'L i" e c -.q*-5 4-" Installer Driller Address a--,(o J Type of Building Dwelling Other - Type of Building ---------------- No. of Persons--------------------------------------------------- Typo,of Well- -��-�-� 4G- (/ -9/�-- - Capacity �O'/o7 YPY-- ---------------------------------------- ---- Purpose of Well---Pd?'�rBGE ----------------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate . f ompliance has been issued by the Board of Health. q , Signed- - -- -- -- ---'------------ /! date Application Approved B date r`Application Disapproved for the following reasons:------------------------------------------------------------------------------------ - - -- -- —--- --_—_----- ----------------------------------------------------------------------------------------------------------------- date Permit No. -- "'- - ------------------ Issued __--,e'- ''� '=- =f---------------------------- date BOARD OF HEALTH / TOWN - OF - BAR,NSTABLE C ertif irate ®f Compliance' THIS IS T09�CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by------------- � ''�----7 F ------------ --------------------------------------------------------------------------------------- - --- Installer /�� py' ��/ -------— , ---�.��___--------r"'---------------- at- -- -- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit Nc> =-- '-- Dated-4-47' THE ISSUANCE OF THIS CERTIFICATE-SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL ' i SYSTEM WILL FUNCTION SATISFACTORY. r DATE- --- ------- — - --- -- Inspector----------------------------------------------- ------------ BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Construct ion Permit NoJ—'------ � Fee- ---- Permission is hereby granted---�-�"4 oW—Ic -=-- -4 ------ to Construct or Repair ( ) an IndiyWual Well at: street as shown on the application for a Well Construction Permit No.- -��- �'''----------------------------- Dated------- --------- x i � --------------'�---' - Board-of-Health DATE SEPTIC PROFILE TEST HOLE LOGS T.O.F. AT EL. 51 .5' r ACCESS COVER TO WITHIN 6" OF FIN, GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ` ENGINEER: DOYLE ENGINEERING h WITHIN 6" OF FIN. GRADE /49.00 MINIMUM .75' OF COVER OVER PRECAST 46.0 WITNESS: THOMAS McKEAN, RS I 2% SLOPE REQUIRED OVER SYSTEM , DATE: 1/6/87 RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE 48.0' LEDS FOR FIRST 2' PERC. RATE _ < 2 MIN/INCH 0 3' MAX.46.8' 43.0' CLASS SOILS P# 6262 47.05' ) GAS V041AS ; BAFFLE o0000 4 0' 43.17 42.5' �3' ® SIDES ( 1 O % SLOPE) �6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2)) [ A� ELEV. t DEPTH OF FLOW = 4 (5.8 % SLOPE) 80 2' 0" 45H 0' 43.0 TEE SIZES: �8 14" og G� INLET DEPTH = 10" oo�� 40.5' TOP & TOP & OUTLET DEPTH = 14" 3/4" TO 1 1/2" DOUBLE WASHED STONE 36, SUBSOIL 42.8' SUBSOIL LOCATION MAP SCALE 1" = f.►-j"�j FOUNDATION--- 10' SEPTIC TANK 62' D' BOX 5' LEACHIN(.7 42" 39.5' FACILITY ASSESSORS MAP 110 PARCEL 1 -18 9.5' ZONING DISTRICT: RF i YARD SETBACKS: FINE FRONT = 30' /F#1 MED FINE SIDE = 15' = EDGE OF ISOLATED VEGETATED WETLAND 31 .0' MED REAR 15'41399 ak . SAND PLAN REF. - / `� UTILITY SAND FLOOD ZONE: C F - CLUSTER �'� REFERENCE ALSO WELL/SEPTIC PLAN #4 - _ _ -�- _ _ _ t7#2 EXISTING FOR "WEEKES CROSSING" # 52 � WELL OPEN SPACE 70' 9 52 ��`� -r BENCHMARK: CATCH PROP. SILT FENCE ALONG PORTION 100, J' BASIN AT EL. 49.0 31 .0' OF PROPERTY LINE � 144' 144" So 14. 33.t3' NOTES: �6 LOT 37 NO WATER ENCOUNTERED Area = 35,212 sq.ft 0-j �9 0.81 Acres �,� ASSUMED � EPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED 1 DATUM 15) ' 18' / DESIGN FLOW: 4 BEDROOMS ( 1 .1 U vPD) ._ 44v GPD __2 MUij1CI^^,L �:',^,T`�? IS , NOT AVAILABLE OBSERVED AREAS WITH -- _ _ -____ - _ - - - - ` -- __ 1 _ _. EXCAVATION EVIDENCE - OSE A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ' PR oRIV i 440 _ 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 SEPTIC TANK: GPD ( 2 ) - 5. PIPE JOINTS TO BE MADE WATERTIGHT; Dw f'J USE A 1500_ GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE_WITH MASS. I " - LEACHING: ENVIRONMENTAL CODE TITLE V. 2(9 + 43.5) 2 (.74) = 155 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE PROP. I SIDES: USED FOR LOT LINE STAKING. 9 x 43.5 (.74) - 289 -_- DWELL. )�t 00 I BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. �I DECK TOP FNDN = II I TOTAL: 601 S.F. 445 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT / INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED L - 51.5' JSE 6 HIGH CAPACITY INFILTRATORS T FTRTORS WITH 3' OF FROM .BOARD OF HEALTH. 62 z STONE ALL AROUND AND 14" UNDER 10. WELL PERMIT REQUIRED PRIOR TO CONSTRUCTION AND TEST RESULTS w REQUIRED TO BE SUBMITTED TO TOWN 15' >�I v LEGEND 53' { SITE AND SEWAGE PLAN h Lei 100.0 PROPOSED SPOT ELEVATION 152' PROP ELL 10' OF � � � PERCIVAL DRIVE (VACANT) \ 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: \ 100 PROPOSED CONTOUR OW A TP ,.B,. EXISTING ` 46-- WELL,. 100 EXISTING CONTOUR PREPARED FO C. GAFRY cgC JOAN TRIMBLE , \3��• 1 DW O x 2' DRYWIELL WITH 2' STONE ALL AROUND j �R 30 30 90 Feet \ s ABUTT. HSE. BOARD OF HEALTH 9 MA SCALE: 1" = 30' DATE: FEBRUARY 22, 1999 APPROVED DATE REV. 3/8/99 (MOVE HSE) LOT 36 off 508-362-4541 LOCATION OF TEST PITS "A" AND "B" PER fax 508 362-9880 RECORD TEST HOLE LOGS (NO EVIDENCE OF " "j, �,► __ MAS EXCAVATION) �r,`t �, ir,r�, �. i N 6F NOTE: VERIFY SUITABLE solL down cape engineering, inc. CONDITIONS IN AREA OF PROPOSED �• ARNE H. oJ, OJALA o�ALA SEPTIC SYSTEM PRIOR TO ANY CIVIL ENGINEERS <+ No 2634E g WL H CONSTRUCTION (HOUSE, SEPTIC LAND SURVEYORS ��f�tSTF :• �� N b SYSTEM, OR WELL) ON THIS LOT ►,`'',ac TE99-036 R�`�� 939 main st. yarmouth, ma 02675 ---�-- ARNE H. OJA LA, DATE I i ..., .... ..rw ,. -yy r• , . ♦ i Y 4 ,. T ,: ,x ',. 4 •,, ff rat. :Ss ,. , . .,.:..,! , ,. , •.. a .., r.. EPTI T.O.F. AlEL C PROFILE ' TEST: HOLE LOGS r. ` d 'd6i sIIICItG 6Ri10»rit✓iimi0 'ACCESS COVER TO WITHIN 6 OF SIN : GRADE,. (Not TO SCALE) ` ! ACCESS COVER (WATERTIGHT) TO Y F49,0' MINIMUM 7 f WITHIN`6" OF FIN. GRADE ENGINEER. DO LE ENGINEERING 9 N 5 OF COVER OVER PRECAST / ' I I2% SLOPE REQUIRED OVER SYSTEM THOMAS MCKEAN, RS 46.0 WITNESS: J � 8. � UN PIPE LEVEL , 2 4 F DOUBLE WASHED PEASTONE DATE, o ? �r--8.0' OR FIRST 2' f \ -,- 1500 PROPOSED q `• PERC. RATE - < 2 MIN/INCH 3 MAX, GALLON SEPTIC'` 4$.$ 47.05' / _-�/ 6262 _ TANK N-, Q GAS .. : 43.0 CLASS SOILS P# I Lam'' BAFFLE 43.17' 0 42.5' _ ' 10 LOP p 3' 0 cIDE5 � LL G� ( SLOPE) , 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [ l) DEPTH OF FLOW 4 -- ELEV. (5,$ y SLOPE} 2 , 0 45.8, GTr 43.0' �o�,� -• . , TEE SIZES: �cs$ T �11 4� � INLET DEPTHS 10" 40.5' TOP & TOP & OUTLET DEPTH 14" 3/4" TO 1 1/2" DOUBLE WASHED `,TONE SUBSOIL LOCATION MAP SCALE 1" P 36 42,8 SUBSOIL FOUNDATION— 10, SEPTIC TANK 62' D' BOX LEACHING 42" 5 FACILIT)' ASSESSORS MAP 110 PARCEL 1718 9.5' ZONING DISTRICT: RF YARD SETBACKS:, , FINE FRONT 30' _ FINE MED SIDE 15' ' EDGE OF ISOLATED VEGETATED WETLAND REAR 31.0 IVIED 5 SAND PLAN REF. 413/99 • ` , UTILITY SAND FLOOD ZONE: C I ` F_rT _ OPEN SPACE CLUSTER W -#a _ - #2 REFERENCE ALSO WELL/SEPTIC PLAN' #3 70' �-- EXISTING FOR "WEEKES CROSSING" 52 G WELL ` 9 52 h I � BENCHMARK: CATCH PROP. 51LT FENCE ALONG 100 Cn cr PORTION OF PROPERTY LINE Q SA51tJ AT EL. 49.0' 144" 14 31 .0' LOT 37 50-' ,, 1h Ll:� NOTES Area 35,212 sq.ft NO WATER ENCOUNTERED .. _ _ r u. k.e Y r JU ALI_uwEa,M _T .e,� tP, , -,�, N. , � � � .-ASSUMED �U M ED � _ .: �,: » • w,.rn , at :ak ," �M� ,. _ . ;:a C,t_ . � J. GARBA�F DiSPV.;F_R L. � 1 . hh,4T P. I r 5,a.►..r: QL1 , .. _ _ - I t 4 ► 1 1 i+ T� -_�I .t� LUG, PFC GUMS ( G, D) 440 G, D 2), MUNICIPAL S NOT AVAILABLE 'AREAS WITH OLDER '- .....- - - ' �-' „ ;� t WATER 1� EXCAVATION EVIDENCE -" - - ' — , jSE A 4-30i GPD DESIGN FLOW " 't 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, GAR. F.;EPTIC TANK:' 440 GPD ? = 8�O 4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE- AASHO H- 10 Dw ( ,� 1 c0 - 5. PIPE JOINTS TO BE MADE WATERTIGHT. - RISE A 0 GALLON SEPTIC TANK _ 6. CONSTRUCTION � DETAILS -TO BE IN 'ACCORDANCE WITH MASS. _.:_EAC.HING. NVIR rn I E ONMl;NTAL CODE TITLE V: 2(9 + 43.5 2 .74 155 7,; TH15 PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE PROP. o I SIDES: f_ _ _ _ DWELL. a 9 x 43.5 (.74) _ 289 USED FOR LOT LINE' STAKING. - r •- r7 i aOTTOM: 8°. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. DECK II � T _ -� 445 TOP 6NDN l TOTAL 601 S.F. GPD 9. COMPONENTS NOT. TO BE BACKFILLED OR CONCEALED. WITHOUT INSPECTION Y ..BOARD OF HEALTH A M► OBTAINED' L,- 5t.5 USE 6 HIGH CAPACITY INFILTRATORS WITH 3 OF � EAL H AND PERMISSION w FROM BOARD OF,HEALTH. TH. 0 L 62' r `STONE ALL AROUND 'A 14"AND UNDER , 10. WELL PERMIT REQUIRED PRIOR TO CONSTRUCTION :AND TEST RESULTS w• tp REQUIRED TO BE SUBMITTED. TO TOWN'- s d �+ 0 151 t 0 LEGEND 53` S/7F AND SEWAGE PLAN Gp 152 100.0 PROPOSED' SPOT ELEVATION �? PROP ELL r 0' W; OF E I TP :A 152 1 1 1 PERClVAL DRIVE VACANT . 10OX0 EXISTING SPOT ELEVATION - r ( r E o O �.L� PROPOSED CONTOUR 1 , EXISTING WEST BARN STABLE , a r WELL 100 — EXISTING CONTOUR PREPARED FOR. ,, . , ..• .,�.46 _ GARY & _JOAN ' TRIMBLE 1 Dw PROP. 2 x 2 DRYWELL WITH 2 STONE ALL AROUND 30 , 0 30 6 ; O _ 90 Feet , .'• r ` Af3UTT, H � BOARDHEALTH 8 OF < : r _ 1!VIA „ , 1 30 E. MARCH 8 1999 APPROVED DA Ir DATE. V R _ RR 6 LS, r : l5 LOT 36 Y # w � > � off 108 3 2 S 1 r 1 , (,.00AT ON OF TES ITS A ...AND e" PER < rox S08 �s-Sasso �,C _ T P MAR . . .., .: R QR T E 0 I F EP D EST HOLE 1,Ofs EV DENGE 0 "�r`J �110 ,cr OF' r Vie. ' Vex 4t d W12 ca e en lneerin , " inc. NSTAB LC W,I��I �, ' NOTE: VERIFY SUITABLE .SOIL. P . � � _ BAR � !4.• .r. NE � .; , „. . ! • ,, . ,, . , CONDITIONS,,IN .AREA OF PROPOSED .. � RNE H♦ � : . . : ;. . <_ �' _ ,. OrW SEPTIC T CIVIL INE RS :_. , _ s Ln �� .TI SYSTEM ,PRIOR TO ANY I IL ENG E 0.WLA $ � . U11 .F ctv CONSTRUCTION MOUSE SEPTIG - 2osae ,r ( F , 1.1 SU EYQ S ,. � Q. > r .fi..• ,., , • . ,.. SYSTEM, OR WEL.L ON., NIS LOT .... � • - .,. .. 93$-main st. ' armouth ma 02fi75 ,- ,. ..r:. ,e :,. r T �. ! ... ..,. . , , .,.. MF !+N?I'..- ,. ".. . A (/�/" n .t•. ., , J ,E" ALA. .5; . 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