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HomeMy WebLinkAbout0161 FLUME AVENUE - Health 161yFIume Avenue Marstons MR; 061 010008 R 1 TOWN OF BARNSTABLE � LOCATIOYV _ SEWAGE # 662 7 VILLAG t-t r`ASSESS R'S MAP & LOT '!' INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY S DO nAI P-I® LEACHING FACILITY: (type) Zr�f�=20 C re .336(size) 1 2' X31_ NO. OF BEDROOMS L BUILDER OR OWNER U PERMIT DATE: I a 2 U COMPLIANCE DATE:-1/ 7 o t- 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 &Air r w N © r �" ,P/u Z`� Q�✓l� d �L�!/ �p/�f�/� tree — . ` p �' 1kCHUS Entered in computer: �V 0 THE COMMONWEALTH Yes PUBLIC HEAL DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Digogar *p5tem Con.5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lot i4l Flume Ave Owner's Name,Address and Tel.No. Marstons Mills Bayside Building Co. Inc. Assessor's Map/Parcel Ma 61 P c 1 7 71-1040 p � P.O. Box Installer's Name,Address,and Tel.No. Old. 110 Designer's Name,Address and Tel.No. _ Baxter & Nye Inc. 12_,,Main Street Osterville 428-9131 00 Type of Building: ��// Dwelling No.of Bedroo s Lot Size X 0V57 sq.ft. Garbage Grinder( t� Other Type of Building -­' No.of Persons Showers( ) Cafeteria( ) Other Fixtures y� Design Flow gallons per day. Calculated daily flow l �a gallons. Plan Date Number of sheets C Revision Date Title Size of Septic Tank 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 by this Board of Health. Signed Date Application Approved by ate 7 .-2f�. Application Disapproved for the following reasons Permit No. � ' Date Issued V• ee .,;No © mil ✓ v n��r.y�i /j��['x j !J� �¢LCl/ I`Cls�r`; too � THE COMMONW'ErA/L H6OF MAS ACHUSE S `? / Entered in computer: OAT i . �� Yes PUBLIC HEAL H DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS, �p ca to -9.r aY �pgtem Congtruction Permit Application for a Pe t to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System D Individual Components Location Address or Lot PA t F 1 ume Ave ' Owner's Name,Address and Tel.No. Marstons Mills Bayside Building Co. Inc. Assessor's Map/Parcel 7 71-1040 Map 61 Pcl ) P.O. Box 95 Centerville Installer's Name,Address,and Tel.No. a. 0 Q Designer's Name,Address and Tel.No. Baxter & Nye Inc. —812 Main Street Osterville 428-913 Type of Building: / ��// Dwelling No.of Bedrooms Lot Siz., • U ys sq.,ft Garbage Grinder( j Other Type of Building W OMI No`of PersoA8f; Showers( ) Cafeteria( ) Other Fixtures Design Flow B U Q gallons per day. Calculated daily flow ( y� gallons. Plan Date t Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil �& /Z'e, 1AA, 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 by this Board of Health. Signed Date Application Approved by ate Application Disapproved for the following reasons Permit No `��L--,—•k�� .— Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constru pted(v/)Repaired( )Upgraded( ) Abandoned( by lw �� ,c e o P&v at /b l /_()We 14Jr 44. M/t/ '< has b9c cte � ordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ted�r / Installer Designer The issuance of this permit shall not be construed as a guarantee that the(sys em wil° function as d s'gnled. (� C Date 1 t� Inspector- --------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLI, HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS IQ �Digogal 6pgtem Congtruction Permit Permission is hereby granted to Construct:( ✓)Repair( )Upgrade( )Abandon( ) System located at /&4 41 /;4 U 0E A lE M, M ILL, S r and as described in the above Application for`Disposal System Construction Permit. The applicant recognizes his/ er duty to comply with Title 5 and the following local provisions or special conditions'. - Provided:Construction must beocompletted,within�threeet�y �tt ears of the date of this errrr Date: UG1 Approved by 1✓ ✓ � e K� ' �'t TOWN OF BARNS I t LOCATTOY�I SEWAGE # 00 0 VILLAGE MARSLmS ASSESS R'S MAP & LOT 1 4o�_ INSTALLER'S NAME&PHONE NO: /1 ' SEPTIC TANK CAPACITY _�cS eo del� �[? LEACHING PACILITY: (type) /Pf., (size) ) z &,�I— NO.OF BEDROOMS 'y BUILDER OR OWNER Rai I,J �e ' PERMTTDATE: COMPLIANCE DATE: 17 0 Separation Distance Betwee-nit 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 r ' n ! tAV- q ,1•01Vn 01, 11"'IruslaDle Uerartment of Ileal(h,Safety,and Edvironmenlnl Services 9� ofHte lgf��. Ot ste Public 11C01th J)IVIS 361I.y Uw I BARNgrADUL t 1 'd. A` Date Scheduled KAMTime Fee I r� Mtn IAKt ' Suitability Assessi lent for Selvage �' a Soil Stctt .Y � 14 _ witnessed By: Pcrtormcd By: R«'4�D k UCA`I`I01V sec GI�NI�itAt�IiVrUItI�ZA l"I(�N` O11'ner'SNnme Indian Lakes _Dev. r. I,ocalion Address Lot 14 Flume Ave AddressP.O. Box 95 M-A ,. Centerville, Ma. 0263 Engineer's Name Assessor'sMnp/Parcel: Map 61 Pcl 10 (Part) Baxter & Nyye Inc. III NEW CONSTRUCTION X REPAIR Telephone N 428-9131 L� Slopes(%) D_3 Sutface Stones from: Open Welcr Dody_ R Possible Wei Arca (D�D_R Drinking Water Well J__oa It Distances R O R Property Line 50__R Other Drainage Way —_____-- SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands In proximity to holes) -DlzaW tu5� - JN 174.42— _.. 24.00' 1� 00 Cri LOT 14 26,045 sq.ft. _N r cf` L ( j DRAINAGE EASEMENT 87.00' S81'44'27"E 13 (�� � llclrth to Bedrock material(geologic) Ot? v '—"a� •—� `�Yccph,g from Pit Pnce___--_—.------ Depth to Groundwater. Standing Wntcr in I lole:. --— Estimated Seasonal 1(igh Group water ---— 11101IINAT1ON f'ol% 5EjnsONAL1ir6i1 wn;"?;.it t.tethud Used: _ —""I ---- — — liur. De itl1 to soil mottles: Ucpllr Observedstad u Depth to weeping from side Jobs.hole: •— —.---. A,Ij.f:!�Wr— Adj.Groundsvaler L,evcl-- 111dex Well N _ Ar•ading Dale: Indcx 1Ycll Icvr1 —__—_ Obscrvntion 'I ime at 9" _ — ilolc N -- — ��� 'I role at G" I)cpth of Pete -- utJ Awl-�..,.�...����' -r,,,.w••.c•� I-nd rre-sunk ____ ul 6 It.atc.Min.11nch Site Suitability Assessment: Site Pslsscd, d — site raiicd:—_—_—_— Additional Testing WHO(YIN) Origjnai: Public Health Division Observation 110le Data TO Be Coulpleled utt Copy: Applicant V DrEP'00SEItVATIONnOI CLOG mle# _ Dcplh from Soil Ilorizon Soil Texture `Soil Col`oi Soil other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. Consistency1 I g2#d O �?f e.� �. j :,Q Lo S to 2 S 3 ©'_ Imo'' �2 A �n ,2`►1 -!5 �' t DEEP OBSERVATION MOLE LOG Hole# Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in,) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. I)EE OBSERVA`ION DOLL LOG , 1401e, # Depth from Soil Ilorizon soil'rexture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. Consistency-%Gravel) - i 1 DEEP OBSERVATION HOLE LOG Io1e # Depth from Soil I lorizon Soil"texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Doulderes. e Flood Insurance Rate Man:_ ' Above 500 year rood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No✓ Yes )Depth of Naturally Occurring Pervious Materiial Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? S If not, what is the depth of naturally occurring pervious material? C'ertlticatfon I certify that on 1 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performe by�e consistent with the required training, expertise and experience described in 310 CMR 15.017. �� ✓�- LG r.; I j I li j i ae—0' DCC R6-R I6 1 \--------------- I a{P .I f?41 Tags � , � � • �'b� 6'-6' \\ I6'-0" / -0 i K OCC7641-8 I N I -- I-----------� o • N tii � I I I J------- -1 D 4 q i I v bw 004 ® I y ' �y�.r•B' el Q 0/Wx75 8/N I S4r I k� a s DCG�iD9-0 p K j +4 57 W45r 69 3/40IL cf- LC:] c V § 8 . V=R447 P 2q 5/4'07 9/41 b ' S. 96N O�BR G 6N 0/41947 V41 • i b „ .- i � 8 i GCC RN17 f R R9 B/4�x47 W4' tp I oil lyl F� J n Q Z I A 00 b n'-0' L Z 1 I JOB LOCqYr 9 "A R DO " BURLORHO' , PH( ATION+ TOURKANTONIS RESIDENCE S I I 3 BAYBERRY ERRY 8QNJAREq CSC InITERYIiLLCp MA (Di .�: FBI AEI ----------- 2.''6" 5'-p' 4'-2' ,I �! P=20" a tx�sansuo' v---'q 24 WA'lAly$14" 5 9/4"D(Z ZtRjg 5 0' 5'-10 1/4' w yA 7 w 'a hl 67 8/45165 6/4 (e)4 IID /4'LYL HDR (s)q I/4r LVL HDR. 7'2 W OVERHEAD DOOR n'9'0yaw"o o" BNELY6S (8 9 1/4•LVL' W 12'TRAMOOM LIGHT 1 W 12'TRANSOM LIGHT N ® 'N p PDOVE fW9w 5i '-5 8/4' 2'-4' W-2 1/4' a'I-1,' Ig,-4• LYL'e ' E�7 P BELOW DORMER WPLL- j I IP s \ / ----- / I _ I I yyy� 1�1-g" f 15'-A" W-0' 8'-I" 9'-11' IB' I /1! I I� �1 occ f(n� n>s- �I ACC zw2 i I b I nll$ IM Wwx 7$VA' 80 Dl4�"Me I FM-PM THIN 1! Y �i. I _ I mW J• Ire � ;I I RB 2671-4 IOD VAy/7s AIA' I _ a I 2x10'n ABOVE12 r I @ C 75 8/A z25s/A9 Y ' FCC 2"9-6 76 914144 314 b'-Or K I i r94 c,0, LUBN ABOVE D=21M 'J $f5 ( — e 81 IZI M4ylt9$d!A' S 24 I VA'sll S!A' (2)bM'e s� Q OC 4 603 A ss 914'.so s!A' N Q' A 12'almiGHTBlFrn OGG 8'-8' 2'-b" 3'-E' A'-6' II'-0' 29 W'x71 9✓4' 1GiS 8T8� I 1 I DCC w e—°° g'-0• 25$! � 'z16 We® I I r ®p®m w � -lj S R7Bco 75 MAIM Ill, 75 g----- g , g@ ecc '-4r r-O' I I CCC 4'-01 (2)9 1/2' LYL m I _ 2s 8/ zZ6 944' wY vum IT ❑ P S r i" g,_61 2,_gr 4i_3. g_b. W-0' 4'-pr 4'-0' 221-01 4,_0' i t 65'-br : j JOB M7710N- t� j TOURKt�N1°ONIa RESIDENCE 'L5'A 1! �iJ Q 0 F= L3U UI�DIlH I� e• fy NOTES: 4 TOTAL U4475 1 STARIM1 END.a 2 N7EWEMATM \`� LOT 15 1. THIS PARCEL IS NOT LOCATED IN THE FLOOD PLAIN. MOS TVP,33M 33M i iv �- iO DRAINAGE EASEMENT i N ' t+ 2. THERE ARE NO WETLANDS LOCATED WITHIN 100' OF THIS LOCUS. AA.7-S'.6M &25'4.4, II 25.30' 3. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL 1-/•�wAo s►oNe t �i.- o16 N 88 49'00 W _ h WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED CAD 24_00• Imo' to174.42' o z L�� ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. _ � `- N o 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE. SOIL TO BE APPROVED .�--�00--. � cmt r� _ BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. �i'-� -� m PLAN OF LEACH CHAMBERS to 4. LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS CL S6 rn o / 20 ( � � 56- PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE wrs �� u �/ MIN m to C THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND APPROPRIATE { C� M N 54.4 10' ` WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. `� W ! �� o ` 12.3 M IN IST. PROPOSED 10' 8 x w a FOUNDATION MIN w DESIGN DATA _ MI12' Y WATER 1,500 GAL. �� N COMPACTED FILL O S W � � " " " � � SEPTIC TANK ` N SINGLE FAMILY- 4 BEDROOMS SERVICE PEASTONE O 4��-= 1 ,�� SERVICE 0 0. NO GARBAGE GRINDER Ittt ` =�_;4. - _ ;-�; 3/4' TO 1 1/2 ' m � b ` #2 z DAILY FLOW = 110 X 4 = 440 G.P.D. 30'S' ,_:- ��r O y _ I ZDOUBLE a SEPTIC TANK 44 X 200% = 880 1 `- - wAsrl�n sra+E _ /' #1 i USE 1500 GAL SEPTIC TANK CULTEC LEACHING CHAMBER DESIGN SECTION c _ �i' LOT 14 N.T.S. 87.00•T��j ,26,045 sq.ft/ RECHARGER 33OR OR EQUIVALENT ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED \ i WITH CAPPED ENDS _ 0� N 186.61' USE i - 4' DISTRIBUTION LINE IN 4 RECHARGER UNITS I CERTIFY THAT THE PROPOSED FOUNDATION �s\ / o DRAINAGE EASEA�T S 81 4427" 61 IN A 12'X 35' WASHED STONE TRENCH AS SHOWN COMPLIES WITH THE TOWN OF BARNSTABLE SIDELINE LEACHING AREA REQUIRED AND SETBACK REQUIREMENTS AND IS NOT LOCATED `^ J tiiS �`` cp N i i U. , WITHIN THE FLOOD PLAIN. SIDE SETBACK 10' BY B. , '•. u°Di 440 G.P.D./.74 = 595 S.F. 4L��}, N / LOT 13 N 2(35 + 12) X 2 = 188 S.F. SIDEWALL AREA SPECIAL PERMIT. -� �o J / (12 X 35) = 420 S.F. BOTTOM AREA A?-• - - �� 608 S.F. TOTAL PROVIDED DATE: R.L.S. �s « > �y^%f �� 4A t % » , 1'N 2'OR SS 8 14 98 THIS PLAN IS "DNO ON AN INSTRUMENT SURVEY AND SCALE: 1 = 4O PERCOLATION RATE I LE / / FI D PLOT PLAN SOIL CLASS 1 THE OFFSETS SBE USED TO DETERMINE LOT LINES. TEST �jkA of Moss CERTI E BAXTER & NYE INC. �� qc LOCATION STEPHEN LOT 14 N FLUME AVENUE A COVERS LOCATED TO WITHIN jP-9216 -4 MARSTONS MILLS 6' OF F.G. V' ��r�+� PIT PIT No.3d 218 Jti1iJ ,_ � F.Gs 54. e � ELEV. 51.5' �ELEV. a 51.8' �j f— � TOF = 55.5 Fa-5a.ot 2HUMUS vuMus oF'Q�cG�S���\�� SEPTEMBER 3, 2003 F.o-54.Ot A LOAMY SAND F A LOAMY SAND SS . ip �� PLAN REFERENCE LEVEL -6 -s' NA INV. 8 k?"Y SAND 8 LOAMY SAND 520• INV. = 1500 GAL. 4' TER LEACHING CHAMBERS -3-8 -3' HERRING RUN AT INDIAN LAKES 51.8' SEPTIC TANK NV. a INV.- 51.3 8sT E4O P.V.C. 4' PERC TEST -V PERC TEST SUBDIVISION #762 wv-s1.1• iNv -50o UNABLE TO UNABLE TO ASSESSORS MAP 61; PARCEL 10-8 10, 'r �-6" STONE BASE�-- SATURATE SATURATE MIN. C, COARSE Cl COARSE BAXTER, NYE & HOLMGREN INC. BOTTOM ELEV. EL a 48.0• i� ADJUST G.W. LOT 13 SAND SAND LAND SURVEYORS CIVIL ENGINEERS m , = 4 10YR 8 4 ELEV. 41.3' ,OYR 6 OSTERVDIZMASS. 52 C COARSE SANG PROFILE ,oYCO%s SAND 1DYR 7/6 APPLICANT: N.T.S. i -10' NO WATER 10' NO WATER ELEV. = 41.5' ELEV. = 41.8' BAYSIDE BUILDING CO. INC. i J:\1997\97012\Lot14\97012—CPP—Lot14—REV.dwg e� { NOTES: 4 TOTAL UNITS 1 STAMMI END, a 2 INTERMEDIATES. ; _` LOT 15 1 1. THIS PARCEL IS NOT LOCATED IN THE FLOOD PLAIN. mm 7,33m Mm 1 �T DRAINAGE EASEMENT I � 2. THERE ARE NO WETLANDS LOCATED WITHIN 100' OF THIS LOCUS. 7A&258.25A.254.4 p 25.30' 3. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL 1-1.5� sNm S1OrE t1i.- o N 8849.00�" W WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED _ ; 24.00J� M774.42' — � �;t ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. == `-' = W T __� N - _ m Cl 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE. SOIL TO BE APPROVED .--'6w--. � LEI ��� �_ BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. '� �t PLAN OF LEACH CHAMBERS "' 4. LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS CL S6 � , 20 ( < � 5rb PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE NTs �\ - �/ MIN m to C THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND APPROPRIATE WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. ��'W W J �` m 54.4 ' MIN v 62 3 IST. PROPOSED 10' 8 x w r lk FOUNDATION MIN DESIGN DATA _ Y Lr �� WATER 1,500 GAL. �� N w j COMPACTED FILL u S W w �/ w SERVICE ''�'� SEPTIC TANK n SINGLE FAMILY- 4 BEDROOMS 0�p11N PEASTONE 4 `_� ` ' o l �" m ,� - ,Vi ' #2 a NO GARBAGE GRINDER I `, ` 4 3/4" TO 1 1/2 ,. ,o Z DAILY FLOW = 110 X 4 = 440 G.P.D. 30!5' s_: ' O DOUBLE Q SEPTIC TANK 44 X 200% = 880 l ``-.'y - _ = , WASHED STD -! �_ 1 USE 1500 GAL. SEPTIC TANK CULTEC LEACHING CHAMBER DESIGN SECTION �i LOT 14 N.T.S. ' ! 87.o�—i .26,045 sq.fti RECHARGER 33OR OR EQUIVALENT / e ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED WITH CAPPED ENDS _ '•00' N 186.61• i USE 1 - 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS I CERTIFY THAT THE PROPOSED FOUNDATION ►`� ZO DRAINAGE EASE E i S 81- ' �f� o NT 44'27" &' � 1N A 12'X 35' WASHED STONE TRENCH AS SHOWN COMPLIES WITH THE TOWN OF BARNSTABLE SIDELINE ��� r � b LEACHING AREA REQUIRED AND SETBACK REQUIREMENTS AND IS NOT LOCATED `� ?nt �. `� a0 ` 'n WITHIN THE FLOOD PLAIN. SIDE SETBACK 10' BY o N / ' ao f, z: 440 G.P.D./.74 = 595 S.F. / I,OT'13 N i 2(35 + 12) X 2 = 188 S.F. SIDEWALL AREA SPECIAL PERMIT. -� `ro , (12 X 35) = 420 S.F. BOTTOM AREA �- ', ��\ J 40 h ' DATE: �-3-3 R.L.S. Firs ��;.> �-'y�•,.. �' `O ' 608 S.F. TOTAL PROVIDED �!oiq Llifij� PERCOLATION RATE 1"IN 2'oR LESS 8/14/98 THIS PLAN IS T BASED ON AN INSTRUMENT SURVEY AND SCALE' 1 = 4 CERTIFIED PLOT PLAN SOIL CLASS 1 THE OFFSETS S D NO BE USED TO DETERMINE LOT LINES. HQ H Of!� TEST LE � 4Ss9 BAXTER & NYE INC. z C LOCATION STEPHENy' y � G A LOT 14 - FLUME AVENUE jP-9216 MARSTONS MILLS COVERS LOCATED TO WITHIN � 6" OF F.G. t PIT i1 ELEV. — 51.5 PIT i2ELEV. a 51.8' No.30218 DATE: F.G.- ` O HUMUS 0 HUMUS 54 �G/STEQ`c SEPTEMBER 3, 2003 TOF m 55.5 F.4-54.Ot a —2" —2 0,�. � F.a-54.Ot A LOAMY SAND A LOAMY SAND F'sS/ PLAN Zr:EF'EREriCE INV. _ ' 520' INV. = 1500 GAL. 4• E1ER �� LEACHING 830 Y SAND 8S-8" SAND ONA`£ 3 HERRING RUN AT INDIAN LAKES 51.6' SEPTIC TANK NV.— oar. E40 P.V.0 4' PERC TEST —4' PERC TEST SUBDIVISION #762 1.5 INV.= 51.3 g0X ... .r nV-51.1' INV -50.o UNABLE TO UNABLE To ASSESSORS MAP 61; PARCEL 10-8 ��6' STONE BASE— SATURATE SATURATE MIN. BOTTOM ELEV EL -48 0' Cl COARSE Cl COARSE BAXTER, NW & HOLMGRtr'aI INC. ADJUST G.W. LOT 13 SAND SAND LAND SURVEYORS CIVIL ENGINEERS me ELEV. 41.3' 10YR 6/4 10YR 6/4 55�� OSTERVILLF MASS. -C2 tCOARSE SAND C2 1COARSE SAND PROFILE IOYR 7/6 1oYR 7/6 APPLICANT. NO WATER 10' NO WATER ELEV. 41.5' REV. = 41.8' BAYSIDE BUILDING CO. INC. J:\1997\97012\Lot14\97012-CPP-Lot14-REV.dwg