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HomeMy WebLinkAbout0094 SEAPUIT ROAD - Health .94,Soapuit ROad Osterville" Ate.. 1]8 137 a :i G l i K+ i �� r THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) IM DATA No. Fee 0 THE COMMOIVWfALThrOF MASSACHUSETTS Entered in computer. Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZppYication for nigogaf 6pgtem Construction Vertu Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) XComplete System ❑Individual Components Location Address or o C t� 1olr 144; L.ACC 5725—51 Owner's Name``,Address and Tel.No. %f root �SJti't9i �¢. ?G.'V ck 00MI te. 2ceyl'1� II`J��" Assessor's Map 1 �137 ®iZ mdkf%t s+ Gua1-s:ru i 11c, r'Yh�1 Installer's N Address,and Tel.No. t Designer's Name,Address and Tel.No.9 ( ze7. {2Yl 1� . tA�l�Sf+LZ '1� , �• `XZ�' f✓ I�� Type of Building: Dwelling No.of Bedrooms F%vt, Lot Size i 61i 344 sq. ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 550 gallons per day. Calculated daily flow 57S-0 gallons. Plan Date 312-51J9 Number of sheets o.-w_ Revision Date Title Plcm g4 Lo.; 1-1V4 , t.C.,G. 57Z9— i Size of Septic Tank 20a0 F' ,III'm Type of S.A.S. Lc.Qrh#!n 62ta If c Ycc Description of Soil �J i ���.1a� "Oct E ' oT 1®° �}� 24 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 iss. oard of Health . : c Signed We I /4 Application Approved by Date Y Application Disapproved for follo ing reasons Permit No. X 2 Date Issued .• -----�---------------—. ------- --- --- - �4r�f C i o Oo ay -s� Q3 - -s3. TOWN OF BARNSTABLE Cr _ i LOCATION _ Sec, 'Pe"d SZ SEWAGE # VII.LAGE OS�4w-v://f ASSESSOR'S MAP & T INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /SOC:�,���w looy4 ,l i LEACHING FACILITY: (type) C O AC each C.4 9M-&<(size) QW1,7 NO.OF BEDROOMS S 330 BUII.D R OR OWNER PERMITDATE: — l &f COMPLIANCE DATE: 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by � No.�, - r � Fee <?© THE COMMONWJEALTP,OF MASSACHUSETTS Entered in computer: Aj Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS application for Ztgogar *pgtem Congtructton Permit _ Application for a Permit Construct()(),,Repair( )Upgrade( )Abandon( ) KComplete System ❑Individual Components Location Address or lAot No. LoIr 1 q A; t,•CC 5725-•;51 Owner's Name,Address and Tel.No. 77$' )4q Z P-4 0 Cjap OShc,rui^IGt 1�a1v�c►� 1�lorn�wcc +2cc.l�j ir�sf Assessor's Map/Parcel ( /137 Gw�hrru I lc. 'rYnA Installer's Name.Address,and Tel.No. ° Designer's Name,Address and Tel.No. :11St�pFuH q . W�t:� VEF :S3A-,Fr� a NYcs d ` CS 191Z (Yftm Sf- ;'�Osi Type of Building: i Dwelling ",,Vo.of Bedrooms l=%vc. Lot Size t6q�3(� sq.ft. Garbage Grinder(V� Other Type-of Building No.of Persons -,i Showers( ) Cafeteria( ) Other Fixtures D&i n Flow_- S50 allons er da Calculated Bail flow SSO � gallons. - .... g g P y y g Plan-D,ate 3IZ51 Number of sheets a.ie Revision Date Title Stlz Pkin g4 Lor,. 14+4, b-C.C. 57ZS-31 Size of Septic Tank Zg-ao 0o llcvt5 Type of S.A.S. cock+ yn �� Description of Soil b-3 "Cr,1, rr '3 -�� r 9 * foag '2A" B" Z 4-"- 13 2- Nature of Repairs or Alterations(Answer when applicable) ` .. 1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system 'f in accordance with the t•provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Comp1J;Rrt;d l�as been is card of Health. Q,� p Signed _-V /� e pplication Approved by Y Date Y- T- % Y E ppli�cation Disapproved for 0 folio ing reasons Permit.No. X DL 1 Date Issued f THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO C ,that the On-site Sewage Disp }1 System Constructed(N,.�Repaired( )Upgraded( ) Abandoned( )by at Y44 S - 6.0 42 has been constructed in accordance with the provisions of Titl 5 and the for Disposa System Construction Permit No. dated Installer ner The issuance J this permit shall not tlV onstrued as a guarantee that the systein will function as designed. Date Inspector --------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS lwtgpooar *pgtem Congtruction Permit Permission is hereby granted to Construct(V)Repair( )Upgrade( )Abandon( ) System located at 4 -c�► ,l . " y 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 \1 . TOWN OF BARNSTABLE , �. 1 n �x-LOCATION C+taq SEWAGE # ,L''AGE OS�_44!,v-V ASSESSOR'S MAP &CbT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY STC90 4gw ,5 f � LEACHING FACILITY: (type) C v AC_ L eat c49"�'-&'C(size) J)--X�7 NO.OF BEDROOMS 330 BUII D R OR OWNER LI P PERMTTDATE: — l COMPLIANCE DATE: Separation Distance Between.the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facilitye(If any wells.exist on site or within 100 feet of leaching facility) tit;,;." Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) - Feet Furnished by 2 f 100 A2 - Y� a3 - s3` oz 9. Page: 1 CERTIFICATE OF ANALYSIS M Barnstable County Health Laboratory Report Dated: 9/6/2005 Report Prepared For: Order No.: G0532944 Floyd Silvia P O Box 976 Osterville, MA 02655 Laboratory ID#: 0532944-01 Description: Water-Drinking Water Sample#: 32944 Sampling Location 94 Seapuit Rd.Osterville,MA Collected: 9/1/2005 Collected by: H.Lewis Map 118 Parcel 137 Received: 9/1/2005 Test Parameters ITEM RESULT UNITS RL MCL Method# Tested LAB: Microbiology Total Coliform Present P/A 0 0 309 9/l/2005 Recommended maximum contamination level exceeded due to Coliform Bacteria. Retesting is recommended. Approved By: (La ector) 9/7 /� �� > �7S RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 f Page: 1 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 9/l/2005 Report Prepared For: Order No.: G0532855 Floyd Silvia P O Box 976 Osterville, MA 02655 !" XIA Laboratory ID#: 0532855-01 Description: Water-Drinking Water ' Sample#: 32855 Sampling Location 94 Seapuit Rd.Ostelle�,M Collected: 8/29/2005 Collected by: H.Lewis Map 118 Parcel 137 r Received: 8/29/2005 Routine ITEM RESULT UNITS RL MCL Method# Tested LAB: Inorganics r Nitrate as Nitrogen 1.4 mg/L . 0.10 10 EPA 300.0 8/29/2005 LAB: Metals Copper 0.36 mg/L 0.10 1.3 SM 3111B 8/30/2005 Iron 0.39 mg/L 0.10 0.3 SM 311113 8/30/2005 Sodium 8.7 mg/L 1.0 20 SM 311113 8/30/2005 LAB: Microbiology / Total Coliform Absent P/A 0 0 309 8/29/2005 LAB: Physical Chemistry Conductance 160 umohs/cm 1.0 EPA 120.1 8/29/2005 pH 7.4 pH-units 0 EPA 150.1 8/29/2005 Based on the results of the parameters tested,the water is suitable for drinking,but may present aesthetic problems(taste, odor,staining)due to Iron. t Approved By: ( Director) i l RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 l uwu ul 14,1rn5tAAC i �r 9� 7-7 Department of Health,Safety,and Environmental Services Public Health Division Date 367 Main Street,Hyannis MA 02601 urtxerAets � tej� -� Time OA Px Fee Pd. ' NAM Scheduled I �' _ e Dis osal ��... Soil Suitability Assessment for Sewag p W tnessed By:- Tcrr 4 17 u n►�i r.�} PeribnnedBy: Y.00ATION&'CuENLRAY. Y1�1�'01i1NATION Owner's Name Location Address (..oT 144 L, A �. rJc.aP��a- Raa. � r •Address Engineer's Name 'D&40 S "It'll �►c. Assessor's Map/Parcel: 0"'" Ile.,`/0e l 137 ' t/ REPAIR h ss s Telephone 9 'A2.9'—913 1 - °tl k NEW CONSTRUCTION Slopes(0) 0- S Surl>tce Stones /7 o roe. Land Use �' n }' r 'nking Water Well —ft d ft Possible Wet Area ft Dri Distances from: Open Water Boy____ Line s.—ft property —"—efts ft Drainage Way exact locations of test holes&pere tests,locate wetlands In proximity to holes) SKETCH:(Street name,dimensions of lot, 2 /p// n\ r r L'o T 144 ;M - M t . TPHZ fP*I 'S 43 } ' 1 Parent material(geologic) r i t 1 O u iv sh Depth to Bedrock � Weeping from P1t Face Depth to Groundwater: Standing Water in Hole: Aka vc� Dbscr Estimated Seasonal High Groundwater DETEIAMINA'TION Edll SEASONAMCH'VVATER' Method Used: in. Depth to soil mottles: In. Dep 09ser,•a�rehritng in obs.hole: p Adjuitrsent ft, Depth to weeping from side of obs.hole: iri: trrou''d�b,e° -- Index Well H_ -Reading Date:_ In Well level AdJ.factor Adj.Groundwater Level__.. PERCOLATION TEST 1)d(e 'rz 'ltttte Observation Time at 9" ._- Hole 0 77me at 6" Depth of Perc Time(9"-6") _.-- Start Pre-soak Time Q End Pre-soak Rate MlnAnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back--� Copy: Applicant IIDIc# _ Ui;CI' OII5LItVA'i'ION IIOLC LOC soil other. Soil'texture Soil Color Structure,Stones,nouldetes. Depth from Soil I lorizon (USDA) (Munsell) Mottling ( ,. Surface(In.) 40A— SAS?y 7,S YR S/r8' /0 -2 ye 7 Z9—i D1C i' ppSCItVATION 11 So LO0 .. Soil other Soil Texture Son Gelor Mottling (Strnctture,Sloncsj Gouldetet.. Depth from Soil Ilorizon (USDA) (Munsell) surraee(in.) 6 311 � Sane/y 7,S ye S� l�ulrv, C S n Il�its# UI rI' 01ISCitVATION ItOLC Loa"" soil Soil Texture Soil Color t)cpth from Soil I lorizon (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. Co Surface(in.) 4 J)r, Oosru VATION HOLE LOG sail other Soil Texture Soil Color Dcpth from Soil I lorizon (USDA) (Munsell) Mottling (Structure,Slon es,Houlderes. Bence(In.) --------------- cr ..d in.nraltCe R�ts�.Il+ Above 500 year flood boundary No Yes Within Soo year boundary No✓ Yes Within 100 year hood boundary No !/ Yes Wft " turall O urrin Pervious starlet Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what Is the depth of naturally occurring pervious material? �n . 1 certify that on 42ti., 144 S (date)i have passed the soil evaluator examination approved by the Department of Environmental Protection and that file above 310alysis CMR Ss017formed by me consistent�villt it,.��nnired training.expertise and experience described ,'E c.: /� } 1 � ` �0 LU 9' W Q V7 IV ." t�`t i I '4 f e z J r Q> t. '^ 00O� 9 C'`I Ln ' REMOVE VENT PIPE ALONG \ / — EVE, CAP HIGH 2'-32" 2'-l0 ri 3'-1" -END IN ATTIC, \ ( / VENT UP AT MATCH EXISTING THIS CORNER. \ / p WINDOW HT. \\ I 5-Y2"/WALL \ G'-C WALL \ -2" HI A m I n R19 INSUL. I8"X25' Z LL1 _ TALL LIN. �P U o , I f Q EXISTING NEW BATH - W O BATH TILE Q O I E Q E u L, NEW Z QL tliP BEDROOM p (n I_ w 0 oD i MATCH EXISTING N p O W > g WOOD FLOOR X Z O 0C n- N W Q m J Qwo Z ? d- � � PULL DOWN — — — — — — — — - — — — — .— - L 1 X 0 c STAIR U Wa WALL L . — . — . — . J — - — . — — — — . — - 5068 eS3 5068 I PROJECT NO. KEY: X� WALL 2004-458 5- 12"X3C CAB. NEW 2 X 10 STUD WALLS v- O NOTES: O I. DIM. ARE ALL TO 3-1/2" STUDS \ II WALLS; WALLBO. NOT SHOWN. L6 O -1 \ Q Q U DWG. NO. 7 ( i I I I I I I � I i I I i F i I i . I (_ _ � - - - - - - - I I I i I 1 I I I I •` � I I I I � I I I I j I I I L - - - - - - ---- - -'- - - - - = - - - = - - - - - - - - - - - - - - - -I - I ! 1 £ DATE: A ROOF PLAN Silvia & Silvia c� 10/20/2004 O O Associates, Inc. z SCALE 0 SILVIA RESIDENCE 1284 MAIN STREET t� 1 P Ul 94 SEAPUIT ROAD OSTERYILLE, MA 1/4'-= 1'-0' OD Z 908-120-022L OSTERVILLE. MA i V W Q w , OD U) r'oLn MATCH EXISTING' ROOF PLATE MATCH EXIST. SIDING 3 2446 11, Q W ' - Uo WOa 2ND FLOOR N F ui W pILI > W Q w o- LLI OLI Jill LEH EEE PROJECT NO. 2004-458 IST FLOOR _ � o N W \ J N, O Q q 0 DWG. NO. • W Q WE IV `0 J Z_� Q - W Q W • 00 U)Q EXISTING JOISTS, A CD N Q Ln R30 INSULTATIO —MATCH-EXISTING CEILING HT. R30 INSUL. NEW HALL, a SHOWER BATHROOM ° J _ , Ln F— W 7 to N z 00 `, DOOR EXISTING 2 X 12 16" O.C. W . I WOa U/ r J � w PROJECT NO. 2004-458 • O o O N \ n f cv w v O a Q — U m V7 DWG. NO, a w W Q W� N W O z� , 12 <> 999 W i�F— G Z EXISTING JOISTS, ADD R30 INSULTATION MATCH EXISTING CEILNG HT. CONTINUOUS SOFFIT VENT / (TYP.) T / NEW O / / BEDROOM xmv / s BUILD UP FLOOR TO MATCH MAIN 2ND FLOOR EXISTING 2 X 10 9 16" O.C. \ Z W w 0 � Wo 1_l_I PROJECT NO. 2009-458 0 I Q W \ J O Q Q — U DWG. NO. t I ELEVATIONS ARE BASED ON N.G.V.D. ZONE 'P NOTE: ZONES ICEV&L-EYRID N 0 LOT COVERAGE: GP NO MORE THAN FIFTY PERCENT (50%) OF THE TOTAL UPLAND AREA RF-1 oG Q OF ANY LOT SHALL BE -MADE IMPERVIOUS BY THE INSTALLATION OF MINIMUMS � � �� r BUILDINGS, STRUCTURES AND PAVED SURFACES. 0 ;` SITE CLEARING: AREA = 43,560 S.F. P��c RD. . . FRONTAGE = 20, WORTH sE A MINIMUM OF THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA SAY OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH WIDTH = 125 ST. MAR tis E x 42.30 - ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF I �. FRONT SETBACK = 30 ISLAND �. t 'x 41.3� t t r UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. -� SIDE SETBACKS = 15 BLUE HERON DR. BENCHMARK x 39.10 x 39.50 `` REAR SETBACK = 15' 43.21 = BUILDING HEIGHT = 30' SAY i CB.FND � � �`\ _ J _ `\ x 41.40 LOCUS .MAP x 38.80 SCALE 1 25,000 x 38.50 S7g,06 01 E L-CT .145 ASSESSEIRS UNDERGROUND 45.80 '� ''f f \, Wit; 291 r� -"` ELECTRIC �e x 36.60 00 MAP 118 PARCEL 137 METER & r� J TRANSFER BOX`' 42.0 i GRAPHIC SCALE x 39.60 0 20 40 i s_oO 0 � x 35.30 s! ..-'',- -_ x 38.40 LOT 143 x 34.50 i �_ 3� - -- _ - ...,: x 39.70 ' x 37.70 x 37.2 (1 �H^ i 1 V / { t x 37.3 1 f x 36.00 r x .20 I x 3 w 1 x 37.60 41.60 X 3 .9 Lo I LOB' 144 � ` M x 36.9 109,366 S.F. PROPO 0\ t x 36.90 2,51 Ac, POOL / J x 34.30 x-36 0 X_..35.90 \ \ x36.10 x37.3 j \ 1\ x 34.50 x 37.00 \ .1 x 35.5 x 35.9 z \ W � CO ` x 35.7 ` ti x _ \ \ 36.7 \ x360 \ f°'j'VDA n - \ x 35.13$0• x- 71 1 7 3' F - x 34.4 ' x 33.20 3.2 - x 31.E x 31.3 FG33.E '� 31. r� _ x 2 9 x �g.p v x 28 1)Os I CERTIFY THAT THE PROPOSED FOUNDATION sox ` --- fiG33.5 _ T 3 _ - f x 25.3 ' - porn SHOWN HEREON COMPLYS WITH THE SIDELINE 3 -- Y (1) >� AND SETBACK REQUIREMENTS OF THE TOWN - x 27.4 x 29.7 cU OF BARNSTABLE, AND IS NOT LOCATED WITHIN SPECIAL FLOOD HAZARD ZONE. x J 18 ' x --, °'`F x 2 C� 5.R.L.S. c I I x W Y .9 x 23.5 25.9 ,.-- x '7.3 x 27.627.5 x 24.3 2 cP O Jtj - o .` x 29.6 Pa ' x 7 7 25.3 C.B. FND. 4 x 30Y.. __.. ._.. - \. C.B.,,FND. 28.0 x 32.6 x x 27.6 26.9 x 27.3 - o .8 G.B. MISSING ' Q ti x 25:75 • � x 2$.8� of#112/1OS 27.50 28.84 - -32.9 29.4 C.B. FND ,. 28.3 C.B. FND- x X__ 9.20 x 3 a 35.1 x 32:2- 28.4 x 29.E g x� 90, 28.8 '� ! 1 y x 30.8 4 33.5 27.00 9409„W x#112/9S x 35.4 28.10 0 - � 8.90 - 2 10 32.2� _ 33. 0 G.B. FND. ` #112/10 28.80 31.50 �-34.7 10 TOTAL UNITS 1 STARTER,1 END, & 8 INTERMEDIATES. SO \ \ x 34.9 330S TYP. 3301 330E 1.62' � � 6 63 34.20 1-1.5" WASHED STONE \ \ 1�� \ S&_ / 3 ' h � 8 _.- x .z 35.70 35. o C.B. FND.CD \ 9e NOTESve� �- 63.75' (1) REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL C.B. FND. 67.00' WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT -3` \ `\ MORE T+1AN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED '- PT LAN ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. \ �i� 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED ---x-38.00 \ NO SCALE BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. 39.0 (2) LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS \ \9e of PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE DESIGN DATA \ p0� THE REQUIRED NOTIFICATION TO DIG SAFE (1-800-322-4844) AND APPROPRIATE SINGLE FAMILY- 5 BEDROOMS \e\nt PLAN WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. \ WITH GARBAGE GRINDER (3) FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR 'PEST HOLE #1 \ �x 39.50 SCALE: 1" = 20' DAILY FLOW = 110 X 5 = 550 G.P.D. SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. #112/7 1N PARTICULAR 310CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, DECEMBER 30,1997 40.10 OFFSETS FROM THE BUILDING SHOWN SEPTIC TANK = 550 X 200% = 1100 G.P.D. THE TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART VIII: BAXTER & NYE INC. SHOULD NOT BE USED TO ESTABLISH USL ZIJOU hHL.Jth Ili iHvK ON-SITE SEWAGE J'S`USAL REGULATIONS AND THE BOARD OF HEALTH F-9077 PROPERTY LINES. COMPARTMENT #1 = 1100 G.P.D. MIN. RECOMMENDATIONS FOR ACCEPTED PRACTICE. ELEV. = 31.3 COMPARTMENT #2 = 550 G.P.D. MIN. _0 12' - E3LOAMY SAND CULTEC LEACHING CHAItHER DESIGN FINISHED GRADE -- 10 YR 4/1 -tan \/\/\/\/\/\/\/\/\/\/\/\/\/\/ COMPACTED FILL II RWHAMER 33OI� 36"MAX.- 12"t I N. //\\//\\/\//\\//\\//\\//\\//\\//\\//\\/\//\\/�\//\\// 6 SANDY LOAM 2' - i_ PEASTONE 11 7.5 YR 5/7 ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED ° -24" WITH CAPPED ENDS d d d a 3/4" TO 1 1/ " SITE PLAN OF LOT 14 4 USE 1 - 4" DISTRIBUTION LINE IN 10 RECHARGER UNITS 30.5 a e a DOUBLE IN A 12'X 67' WASHED STONE FIELD AS SHOWN as G . WASHED STONE 7L. .r -48" PERC TEST L.C.C. 5725-5 1 LEACHING AREA REQUIRED LA 550 G.P.D./.74 + 50% = 1115 S.F. IN 2(67 + 12) X 2 = 316 S.F. SIDEWALL AREA CROSS SECTION MEDIUM (OSTERVILLE) (12 X 67) = 804 S.F. BOTTOM AREA NO SCALE SAND 1120 S.F. TOTAL PROVIDED 10 YR 7/3 BARNSTABLE MASS . -132" NO WATER FOR EL. = 20.3' PATRICK NOMINEE REALTY TRUST COVERS LOCATED TO WITHIN TEST HOLE #2 SCALE: AS NOTED DATE: MAR. 25,1998 6 OF F.G. DECEMBER 30,1997 REV.: JULY 24,1998 BAXTER & NYE INC. E oP � a F.G.= 36 t F.G.- 30'f P-9077 BAXTER & NYE INC. REGISTERED LAND SURVEYORS FOUNDATION \ INV. s / F.G.=2$.O' ELEV. = 31.3' INV. = 1500 GAL. 7.5 .� -�'� a � � �3" CIVIL ENGINEERS T 2' l _ E LOAMY SAND ❑STERVILLE, MASS. 29.8 INV. = 1000 GAL. 4' DIAMETER P.V.C. PIPE LEVEL - 27.8 INV. DIST. SCHEDULE 40 P.V.C. ,� 10 YR 4/1 SEPTIC TANK INV. _ -10" SEPTIC TANK 27.3 27.0 INV. -26.9 11 B SANDY LOAM Box INv. =26.7 INV. 7.5 YR 5/7 ����•����►�� 26.5 0 o a o 0 0 0 0 0 0 0 0 10.00 ....................... o o p o 0 0 0 0 0 0 0 0 -24" OF P�ZH OF�qS • ----- -----• 6" STONE BASE o o c o 0 0 0 0 0 0 o SN � sq MIN. 6" STONE BASE 6 STONE BASE _._ ._ _ _ PCHAPP STEPHEN cyc_ ALLYN BOTTOM F!EV. EL = 24.5 3 R o VVILSON _Lr -48 PERC TEST 4o 24048 D 0.30 ,s �O CV C MEDIUM 7/2�/5P� SAND l ZS 9g, SECTION 10 YR 7/3 NO SCALE EL. = 20.3' -132" NO WATER #98006 EL. = 20.3'