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MemorandumSVIL �JV16 DEPTH ELEV, HORIZ, GVLVK _— ... --- _ . _ - - - COLOR 0 8916 HQRIZ. 0 90,0 ' Y LOAM FILL FILL A 1 QYR 3/2 SANDY FILL FILL 8 WEFP 10 A 10YR 3/2 SANDY LOAN » e 1OYR 5/5 SANDY LOAM /� .� ....MG _ 16 C¢ PERC HOLE ; v 20 PERC ;...,; 30»,. „� 30 BOTTOM BOT TOM HOLE � .. OF PERC HOLE OF PERC HOLE d C 2.5Y 5/3 LOAMY SAND C 2,5Y 5/3 LOAMY SAND ^ f C 2.5Y 5/3 LOAMY SANDC 2,5Y 5/3 LOAMY SAND SUBSURFACE eG�+ C l, P.E.R,E. �.. _ .T, k_1 OWNER: 44 R0P!ERT +K ROBERTA PERREIRAgo � ._ gT"► + 70 .. _:, ! 87.2 STREET LOCATION: 01 ASSESSORS MAP dt LOT. MA68, LOT 1 8 72 84.4 ,6 74 17 R ATI N' " FALL RIVER ROAD, DARTMOUTH, M 120» 79 • WOTTUNG ENCOUNTERED 0 10 MOTTLMG ENCOUNTERED ®10 » MOTTLING ENCOUNTERED o 16 : SEASONAL HIGH GROUNDWATER ELEV. `91.17 MOTTL EA$ONAL HIGH GROUNDWATER ELEV, �9,57 HST, ENCOUNTERED* 10 A R ELEV. •• 88,27 EST. S > ENGINEERING FIRM; t�OTTUNG : 17 EST, SEASONAL HIGH GROUNDW TE HIGH GROUNDWATER ELEV.. 89, » EST. SEA 0� DESIGN PERC RATE � 1 _ IN 6 MINUTES MINUTES ERC RATE 1 IN 9 f ~ OES IGN P , P.L.S. . N. FILL IN DEPTH OF 20 BELOW GRADE AND REPLACED WITH CLEAN Ll REMOVED TO A DE � il� B TO BE E UM ITS S FILL A. & ND THE U ITS LAYER DISTANCE OF 5 —0 BEYOND NOTE, TO A DIS C r, 3 , UNSUITABLE SOIL TO BE REMOVED ;` �� � `cnnl vraN�urc • u�® suRvt:YING • EWVIRQNAIENTAL ASSES! �MENT ACCORDANCE WITH 310 CMR 15,255( ) (�� N. �Eas 508 �%7-0050 FAX �Od) 947-`3004 I, ACCO �, P.O.., eox 1088 � e��o srnt� — uuc w►ss�c►+usEm � ozuT t, SOI L ABSORP TION SYSTEM. THE � oR�,rT�� OF } .� DATE: MARCH 22 2007 REVISED; : SHEET, 2 OF 2 s» „ CONTACT PERSON: jAIIE BISSONNETTE, PRIME ENGINES UNG, INC. ,ADDRESS. P,O, BOX`"1088, LAKEVILLE, MA LOA TELEPHONE, ('`8) 947 0050 o;1s1 R L VM to 1 [Ow—_0 N100KAP' OWER POLE —153114 #4 n (ASSUMED) No R O p X102.2 ® LOCUS e ; 1 X100t5 \ ' 102.9 NOT TO SCALE a �Vb 1 103?8 e a YO 7 \ \ \ 94.0 87 2. �6� id-- e PT' .4 ® -------- -- — — — — TEST PIT 2 ------_ —WC Ia�� Ao(A�H-)fl4 T — )152 ,Y e+ 3 1 ® I 1 C\ -_ q i �Ia PT ! X f 4 �/ a 1 W-13 ,I \\ `®XBzs wcl-r4���Aq w-12 - �\\82 s`/7NG STONE C � � \\ o, �'� I I IETAIN/NG W� L"M ILL IA •:� 11 1.6 \ a A6f2Uar L-Ir Jill\\ \ \ w 8 �` �-Lam° n. sv' Iltoot�t z ',:\ \• \ \ \ \ x -0�.5. III: 10.2 \ \ 0 A 79.2 i wo I �I . ® rz 1 y\ s \ I11': 10 u 1 I c ®® \\\ �` ' � ' \ \ Wcr Y! _ = 14 4 AMH r � •c \ 8 � • :Ala is 40 0 40 80 � `• \\ ° \ \a\�j � ti? ���\� �\ 1 I I i I I I A \\ � l ���... - ���s y�fAHw-7 i► ., \ \ � '. \ _ Ala ,a \ \� �8\�\ \ \\\ I \,?4.71a nog , ,>la•T. HW_5 lo 40 0 1 I . • \ . •.•__ ::,�.._� , . 76PICTURE LAY 2 � OUT ATfACHMEM' - r R.y 4 \\ \l\-$%��►\g�,:1.OT 7 &\ 18 \\),6017 r� s a1a \ ` \e\� "„ ` �\ \ \ \ ��+W�1' d MAHW-3 OWNER: ROBERT & ROBERTA PERREIRA - � `\ \ \ \ \` � 1 = � � ••,1.�2\A� f�; \ \\ � \ �� \ � : � °� `���,le � K'MAHw-2 ASSESSORS MAP do LOT: MAP 68, LOT 17 do 18 STREET LOCATION: OLD FALL RM ROAD, DARTMOUTH, MA ........... .. yia I Z aC MAHw—r ENGINEERING FIRM: • 1 a rn, i l wc/— Ala IL e \• PRIME ENGINEERING \� d to -, i \• \ A \ \ \S \ x774 m !NC 1 \ I• } \ i o a g ,` ® C CIVIL ENGINEERING • LAND SURVEYING • ENVIRONMENTAL ASSESSMENT P.O. BOX 1089 350 BEDFORO SRiEET - WSSAdpJSETTS 07347 1 �' '�:� � ti \ � ; � x p _ TEL• (soe) ea—ooso FAxa47-2004 N eTffi E \e 't i �i i \ e DATE: MARCH 22, 2007 REVISED: CONTACT PERSON: JAMIE BISSONNETTE, PRIME ENGINEERING, INC. ADDRESS: P.O. BOX 1088. LAKEVILLE, MA TELEPHONE: (508) 947-0050 120 a\PRaiaas\O► WM4\aD FALL NO im\DIGIk'Ffz=\9(SEW T.O.F. EL. 99 5 SEPTIC NQIES5 t FIRST, .. T _ 2 TO E LE VEL EVEL INSPECTION S TI ,y EC ON PORT r _ ,.• , —FINISHED GRADE � {SEE DE TAIL) I I - 1 • TH E E CONT RACTOR A TQ R SHA LL NOTIFY THE E-L0CALBOARD 0E- 'HEAt_T H AND E (MIN,) PRIME ENGINEERING INC.,.ATLEAST 48 HOURS PRIOR TOREQlRED INSPECTIONS. EL. 98 7t 4BEDR0QMSx 11Q GPQBEDROAM440GPD I` 2,_ BENCHMARK A S N BE CHTI N ' E P 0 TLE 5 TO TAL 31 41 ' A 0 L DESIGN �0 I AN P ES GN FLOW S NDICATE� LAN 0 44 P � MIN. COVER 4 G 0 EL. 97,00 - E TI LEYA N 0 100.00 ASSUMEDDATUM) _ 1 0 ► , 4 S P. o S Ti � E t C TAN K: D �C PVC C S C H 4 3 H N EA P HEAVY EQ UIPMENT M T N E A 4 SHA LL NO T OT A , .. BE ALLOWED LO T R T ED 0 OPERA HE LIMIT » 44 P ,1 OPERATE OV S i � 4 P O G O x _ i VC 2 DAY . ) SCM, 40 S SSq GALL01�, � i S_ 4 SOLID PVC SCH, 40 T OF THE SEWAGE I P . • 0a02 �"`"""""� _4.8E SET LEVEL E D S OSAL FIELD DURING T I, G HE COURSE OF CONSTRUCTION F EL. _ 96 r, N O THE USE 1 500 GALLON SYSTEM, M _ ... ALI.O TANK SSE . .. c (INV. AT HOUSE S i 2 � _ S Q 0, 5 • 0 4 N �.� : ,. FIELD MODIFICATIONS _. E . ,. , ry T � �S A EW G E SYSTEM: SHALL MA I S L 8E DE WITHOUT PRIO R . 4 • wish ww•ssw wwsw S 1 _ (� AB WRITTEN .. _ SORPTI RTTEN .ARP. N SYSTEM APPROVAL F ,_ E ('PRIMARY): AL Q THE EN 96,4 IMARY . ENGINEER AND TH EL 3 E LOCAL BOAR �F HEALTH .. D , s N , _ q E Ml F ... EL, LEACHING P 9 G 8E0 sll8 o PERCOLATION CQ LA I N 0 RAT FILTER N 1 I � UNLESS , E LTE w. E 0 ZAB L M N I ES N , S 1 , OTHER C OTHERWISE NO TED T 9 0 _ EL, ,9 E 5 2 C I D ALL T .. � LASS I S01 SYSTEM COMPONENTS ( L NENTS :SHALL BE INSTALLS .�...,...4o QUICK 4CHAMBERS- EL.� � DIN 96.1 C _ 4 >`, AC CORDANCE R 5 .. CO DAN I CE WIT H E TITLE :. L, 95. V 25 TLE F 4 THE ST ATE T ENVI RONMENTAL R E O M A N DATED A R F E P i D APRIL HAMD ENT L C0� iL • pwS OF 5 CHAMBERS) DESIGN LOADING 9 2006 i Rs Q DING. RATE � P 9,60 G D S F : � AN AN Y NY AP PLICABLE P A LC BLE LOCA L R I i RUL ES, S, TRI T N DS B U a RUM UN SUITABLE I c�vE suer SO IL 0 R LE5 Ldt REP LACE E P �- I 6, SEPTIC � C TAN A 44 K AND 0 DISTRIBUTION P S I T G BU i N X D 0 ( BOX Box B iTH D W CLEAN FILL IN ACCORDANCE SHALL BE MAN A �• BY J&R PRECAST, PROP. 1 500 GAL. PRECAST u ccd DANCE wrrH ' LEACHING AR R � ) _ OF GTUR EC ST, INC, MIN, TO EA EQ I� A BLDG, . APPROVED 1 7 4 F OR 3 S R OY D A E EQUAL. 31 f,iR Q L, : C 15.255 3 0 60 P � F P TAN K D S I N I K CONCRETE T ETE SEPTIC EL. 95,97 9 9 R G OUT T 1 0 B USE D E T DA AL PO INTS Of NT WH ERE R P V H E E PI PES S LEAVE ALL. CONCRETE E EN N T C ER 06� ET USE HIGH CAPACITY T E CITY CHAMBERS 1N t STRUCTURES 1N R 2p MIN, TO BLDG, TRENCH CONFIGURATION ES ORDER TO PROVIDE A WATERTIGHT � MIN, TON SEAL,. I 7 `I • 34 F S, , T . �� H FIR ST TWO FE ET F E ; ET 0 EACH i LN EX ITING ME DISTRIBUTION N BOX _... � B TiO SIaIALI. B 156 FT F M E LEVEL. O C ��tBERS REQUIRED 4,EFROM F QU ED i S• , FT • 9, THI S ( S SYSTEM MI` / TE S NOT S � DESIGNED NE D TO ACC GW fcLEY 1 ACCOMMODATE A AR A 'GRIND R. ' SEPTIC SYS TEM PR . 9,17 G BG� E M PROFI LE 1 , T Q iEMII 1 F •S M O 0 F YS'i'E QMP N _ CERTI 11 G 0 ENTS TO W BASED ON T ST PIT( ) CATI N F ITHSTAN E 40 OR GENERAL USE,, Q H 1 q LOADING CRIT R,1�►• NOT T t � 0 0 SC ALE LE EFFECTIVE F TI EC Y ARE A I EA S EQ UAL T EU L 0, 1 _ 7 . 6 ► BOTTOM BO 0 WIDTH Q 11 T ► THERE E E ARE NO KNO WN WE LLS WITHIN _ 2D0 OF THEPROPOSED RO OWED SAIL ABSORPTION Y M USE 4 O QUICK 4 A 1 S STI W. . 4 G STANDARD 2, IN A S C H R LARD CHAMBERS, CO DANCE WITH BE.R E H S HT t' 31Q EIGHT LINES F CMR 15, SITE BEN' HMARk 0 FIVE 221 ALL :SYSTEM COMPONENT C ► CO SHALT. BE MARKED VIA TH , MAG NETIC MAR 8 N i KIN ECMTE T! POWER G SE N O E PALE 5,31 4 t 0 4 .,TAPE. 0 CHAMBERS X 4, t~ � ( OQ F"I', CHAMBf" _ � ) ( �,R 1 FT 1 , T _ ) so A/ E Eti t L ON 100.00 AS hl' SU I ED .�13 . IN C � ACCORDANCE WITH i 31O CMR 15.021 2 DESIGNER SHALL INSPECT ( )► SHA, SECT THE CONSTRUCT QN LEACHING .AREA PROVIDED; � X104.2, AFTER THE INITIAL E EXCAVAT ION, PRIOR ► A TO BACKF IN TEEING AND DURING BACKFI LIN .' 0 z-- DU L G 4, F A 2 , S . F"T♦ X 160 ,00 FT ( 7 u I ) ,.�5 F 1 ( ) S. F. > 734 S.F. ..,, ,.. c DAi LY 4. 102.2 .., FLOW CAPACITY. � _ x _. 55 SF X 0 /N P ,r�O GP F 4 S ECTION _ FORT Q S 53 GP . C > 44 P ca � OGDRE D Pi- i t Q 15, THE AR Q TMQUTH CONSERVATION . 1 ca RV TION COMMISSION APPROVED �- , .THE WETLAND AND MEAN ANNUA ' x S HIGH T � G WATER , E LINES WITH A .� .. DETERMINATION OF A 0 APPLICABILITY DATED 9 5 B. + TY O X100�,, cp P - R P . P V 0, 5 RMY P �1! • 1 a, E O E dr REPLACE • � I 1 ti ., tb t , 3 , i _ cc. t � i 4 t , �•. X/ E STIN GU ARD U R RAIL G a r L ©BEATR ALT ERED I I D 1 t \ 1 I 99 .2 t I� \ J \ .4 .. 1 , t i x .,, t � r 7 M 1� t � � x _ LEACHING B E 1 �, �. 0 QU K i �,. N ,. �r,� i \ y I I AN 9 3 \ ST DARC� CHAMBER) I I -. ,. t i 1 ' \ rr r _ . .�. . . 1 _w s . r _ ,fit I , II � a i , A'... __ � t 4 1 1 .. 1A7 ii .7 . - ,. l Z V / r 1 1 \ 1 `� ,� ...,, ..,.. _�. ,.... .._._. %;(w•.a.,. ._ FLOW DAILY : 0 CAPACITY. .. TR ENCHES 2 TREN ES2WX2 X �\ C - _ ,. ..- TRENCHES 6 S F L F 744 01 _. . v w .+ 82 -- -� — .-- -- WC1— 1(4HW 14 \ I 7 ,I al 1 - t ( PROPOSED 1,500 GALLON SEPTIC TANK H-10 \ t i i t•\ i ! C �� .` 0 1 ,;f�G \ \ , �, P 4 1 M W-13 r 744 $F X o,so GPa/$F 446 09 > 440 GPD RE ' Y QD 'mr Rr J � a3 i 471 I r i , � I 20, _ I , 1 ! ti + t I, , X t W i M W 1, 4 1 C P 2 t � LI � �2 \ 1 1 1 _ .NN : I _ i , v i� t i • �r t 82 _ 1 s •aa� NG STONE ., 1 � , 1 V , I 1 N 1 \ f�'TAl IN G `WA , L �(r 1 .a L o , t , 1 , 11 1, 1 1 i I . _ t 1 ! .... •lam { t i PROP. • 1 0 _ 1 A ,. B M , � WCl _ ,` v 13 ww ` +� , 1 � 1 g. 4 I r � a 9 , � , , 9 I I• 1 MAH I 1 � : 11 \ 1 8 � 9 , -.. t jj 1 l , 1 l i , _ I - p i t I , j X R 1 DO .� ,AL SE 2 Ca 3.� I 3 f`J jj 4—�0'0859 1 l SCALE, t 40 , t CA. ,lt t ` 15 , t 1 �L r 1 � P \ ER, MO DIFIED 7� ED CERTIFICATION .2 _ _ , liN � 1 FOR GENERAL USE SECTION 0 IV (2 \. t " a, I I. MAHW 101�,4 so S 06'5549 .a ISSUED FOR PFIRPAIT 20 0 20 40 60 y \\ s i ... . ., 7.94 a 1 \ , MAHW t , \ WCI- ,. S 15'3♦?P4 IFc� � : ,, �, ,� \ � — BOARD 0 HEALTH STAMPS 773 .... ... i , � 1- 20 t � ,tl �. O.i, t �. , MAHW-7 .1 T , t \ 8.34l R 1233.P0 1 t �v t t 1 !� 0 (J4130 *, \ \1 1, �, R0 f!� TON ����_� , MAH fi LEGEND� � \ � I t \ \ RRO ,9£D W ' 1 x i \ _ BoAtz ti �*► �. D OF HEALTH STAMPS ,6 9. ,,. � 1 WCI 4 T S J 1 \4 S G CO OURS , 4 0 \ 1 A fi i I : ,.. : . wcl 3OB OBSERVATION HOLE LOCATION _ +' M Mlk PROPOSED' CONTOURS � r m 4t I 18 I t V A E , t � S. _ N 0 95x2 P T \ t `�, , t ., PROPOSED SPOT ELEVATION � �,. 1 � .. � � MAMA, mom 1 { t � �s�. � .1 I P.E. ST l. �'.� ���' � \ .a •a '!' MAHW r ��' 3. , .,c. 1 \ SUBSURFACE ' SEVAnQ y NC'7 k c + � -, ,OWNER: jl�OBERT & ROBERTA PERREIRA „ MAHW 1 ,_ � ,, .. ASS �. � < . , ESSORS MAP. � 1 .r„••••'— � .. . do LOT, MAP 7 13 ., ., , .. •. G8. LOT 1 Qc rvaNER k r I N , t,. , w .,. , POD j \ � � 1 � , , .. .. STREET I.00ATI '1 : 1 ` �. .. ON, -OLD FAT. R a. DARTM 1, � -�, _ _._.,,. ., <• L RIVER ROAD, OUTH, M4 rz I t , t r _- 1 76� 7 ..—,--- mom ENGINEERING FIRM: , RD OLD A"U RiVfR • $08d , ,. N -, \ x77, 4PRIMEOF RING CML ENGINEERING LAND SURVEY ES� 7.NMENTAL ASSESSMENT s. N. P.O. i ox i088 380 9 DFORD STREET - UK iE. MIASSAiCHUSETtS 02347 _ (608� ii4 OOSO FAX. 25,09 oTTv a r No. ase� , DATE, MARCH 7 1 \. A 22, 200 REVISED, S s � \ .� N s3' E P ss� SHE ET., 1 OF 2 NOT TO .SCALE . \ CONTACT PERSON: N, JAMIE BIOTE PRIME , ENGINEERING, INC, a , ADDRESS: S, E S P.O. P �VI L MA .0 4X 1 B 088, L+R. 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