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HomeMy WebLinkAboutSite Plan: LEGEND BE SET • •'`,�' raw T Test Holes performed by D. W. Gerwick En ineering WttMr WM N,,,, 645 ire Street, Montville Beaton 1217100 O U / 1. Contours , test holes 1-8 locations and wetland flags from field �rooe 9n=_; arm /00„ w row � ► FILTER FABRIC-� TOPSOIL AIIN. 6 ) STONE MALL sUP- � ti9 � � survey by Brn s►tty L. s. O o Od. O O 0 TH 12-1 / PENCE - XSM FAMC TO - 00000: - :000000 0-7" Topsoil / <<,� 2. Proposed house is a four bedroom house. Basis of design is � o o O o o i2" o for four bedrooms with no tub over f00 ' IRON PIN 0 o �' O o 7-16" Frm loamy subsoil with some silt �a gallons with v perc lover _ :• . 00000 y _ _ _ too.0000 16-30" Looser medium brown silt with minimal sand Four c r e s ro#e of 10.1 • - 20.0 min./in. System area required is 900 sf.MERESTONE o 00 0 and is supplied as follows. , • ' • -=j• 30-68 Gray to brown medium to coarse sand with silt ` _ PP LEDGE OR ROCK = _ _ �oMN er: 4 ro .,,,_, D Ledge at 52 ; Water at 52" t i r 1 48" i' 1" All soil horizons ho/din o lot of moisture, °� - 2 rows of 76 5 total ! f of 12" x 48" XISTING CONTOUR � F� --. HIGH L� EC H:L. �.. a • . galleries E _.• _• COWAcr Bsc�nZ s - .•!,,. r..'_•;R LO _ _ STONE Mottling not apparent, but color change at 30 or so inches �o�° o at 5.9 s.f. per l f. - 90297 s.f. PROPOSED CONTOUR •� ••; • ''"+ may indicate mottling. Toto! Leaching Area = 902.7 s. f. UTILITY POLE -0- `'= �� �•� � � _ • - - - GALLERY DETAIL g • TH-12-2 TEST HOLE -#37- . '�-- 35 0-8" To soil �� A 100X reserve area has been supplied. PERC TEST # 17 --- DWGTTL: GAL 12 8-36149" Loo medium brown some silt and minimal sand � � �� � • `' --•. Very narrow area at 49" depth, � robvb/ a crevice in the p `\ `��MLS'S required = HF(18) x FF(2.0) x PF(1.5) = 54' SILT FENCE - • • - - _ - - - °�- _ SILT FENCE DETAIL 15MONUMENT / #36 ledge p ' p y o es MLSS supplied - 76.5' NAY BALES ECOVERED _ _ d _ _ _ • - _ _ _ _ _ - _ - - - #34 --398'70'x' Led a (it 36 , no water � • g I J. All topsoil, stumps, and boulders must be removed from CONFIRMING TEST HOLE ® � s � the area of the system. Silt fence shall be installed PROPOSED SPOT ELEY. #�5 . • � _ - - - ------:--. _ _ _ _ - _ - ® ! ____� � - prior to any system, driveway, house construction or TEST HOLES 645 FIRE STREET k •` - i - - - - - i - stumpremoval. AREA MAP - JN 00-125 MONTVILLE, CT � w,� LA N,, p S �` „� 4. Town sanitarian must be notified before any pipes or TH-1 " SCALE 1 =2000' appurtenances are backfilled. 0-11 TOPSOIL 11-62" REDDISH BROWN MEDIUM SANDY LOAM WITH SOME SILT b�2/ 5. There are no wells within 75' of this system. BOULDERS AT BOTTOM / ` _.`� �h to / IRON PIN NO WATER, NO MOTTLING, POSSIBLE LEDGE AT BOTTOM 62" CL&P # / - -- -•-_ RECOVERED 6. Gravel fill shall be used to replace a!/ topsoil and __ i i i i _ i _ • i i \ • ♦ • ` 7744 r,. (Rn ''`---� �, / subsoil as required by the Town Sanitarian. Gravel sha!! TH-2 be placed in 6"-8" lifts and shall be mechanically 0-9" TOPSOIL ♦ - .....� \ compacted. 9-28/50 BOTTOM REDDISH BROWN LOAMY SANDY SUBSOIL WITH SOME �'oA / _ s _ • / 1- " • laced within and ad'acent to proposed SILT, COBBLES, PEBBLES AND STONES " l / \ i ! --- 7. Select Fll Mvtenol", p p po �► REFUSAL, POSSIBLE LEDGE AT VARYING DEPTHS 28"-50 / #28 / I , \ w \ leaching areas shall be comprised of clean sand and ravel, NO WATER, NO MOTTLING I / ' ' / #32 \ 0% \ \ free from organic matter and foreign substonces. The fill material shall meet the following requirements unless otherwise TH-3 ! ` - - MAP 20/LOT 10B > > \ approved b a professional engineer for use within the leaching LEDGE AT 32" � / 1 \ \ PP y P 9 gores. �� BM #3 \ _ _ �, _ _ _ _ _ _ 207,389 S.F. \ 1 ! \ a. The fill shall not contain any material larger than three SPIKE ' 4.76 AC. 1 ! \ HrC\\ (3) inches TH-4 16r DIA MAPLE / _ _ _ _ LEDGE I \ b. Up to 45X of the dry weight of the represen#otive sample may 0-8" TOPSOIL ! ` #2S 1 ! (M grovel portion of 8-72" REDDISH BROWN LOAMY SANDY SUBSOIL WITH SOME SILT �,. EL. 369.17 / • / - - - - - _ - \ / \ \ be retained on the 4 sieve is is the „ 1 i / � the sample). NO WATER, NO LEDGE, NO MOTTLING I / / / 3 =- 0 �'" 50' � _ I , �� c. The mater/ that, passes the #4 sieve is than reweighed and -s----- _ ....� - 1 ! - the sieve analysis started. TH-5 " , l _C.01//J \d. The remaining sample shall meet the following gradation LEDGE AT 42 i l _ - . ) �LBM # 1 \ criteria• \\..�, �\Sieve Size Percent assnTH 6 68�� \ _ 62 '-- /! � SPIKE � � �4 Passing 0-6" TOPSOIL . - - \` ! . 31 36A �. ' / I RED DOA�C `��a` #10 7OX - I00X 6-38" REDDISH BROWN LOAMY SANDY SUBSOIL WITH SOME \ _ • # ! •.N 25 \ #40 10X - 5oX SILT. MORE COMPACT THAN MATERIAL NOTED IN PREVIOUS TEST 1 \ _ - 0 �. TP -14 �• \ EL 357 i65 \ 1 \ HOLES WITH A HIGHER MOISTURE CONTENT, BUT NOT `WET'. \ -- _ - ' " /SEPTI TANk / ` \ 1100 OX - 2OX 38-83" GRAY MEDIUM SAND, STONES AND SILT. FIRM \ 3p �' F. 4 / V. / O6 '� 1� , , , , OX 5X �ill'V' EL � NO WATER, NO LEDGE, NO MOTTLING -� \ �• �i SILT / r6CH 40 " 0361.50 / O� The responsibility for the preparation of the leaching area \ tiC L.F! 4 PVC S utilizing select materrar is that of the licensed installer. i 68 \ !DR 35 -17 \ The installer shall take the necessary steps to protect the TH-7 � � � \ 0-10" TOPSOIL /V a _ ` PROPOSED . _ . �` � xvc underlying naturally occurrng soils from siltation once ' \ !y _ / r\ exposed. PAT I _ _ - 3 4 BEDROO PT 1 E10 53" COM C SANDY SUBSO L 1 � - / � / ' / / .,� � \ 53-87" MEDIUM TO COARSE SAND AND SILT \ �` Y HOUSE 1 t.. / \ � _ / / �' �? � \ � 8. There shall be no cuts within 50 of the downhill _side of NO WATER, NO LEDGE, NO MOTTLING ! \ T:F 69.00 A ,� # S6 \ \ v the system or within 25' of the sides of the system. \ \ - / 'r ! LIM OF CLF.A7�/A(G \ - ..,:.. � / / \ \ There shall be no stumps or boulders buried within 50' of TH-8 \.� F TING DRAIN � � � • F0 HOUSE CONSIR' CTTON \�- �� / TP- 2 �Z / \ \ \ the downhill side of the system. There shall be no 0-8" TOPSOIL R / TO BE 25' � footing drains or stone laced around r n 8-720 DRY LOAMY SUBSOIL WITH FINE TO MEDIUM SAND ( 1 �/ � /� /-,� 9 , P o • under any AND MINIMAL SILT. ROCKS AND COBBLES Cj / \� \ ♦ \ proposed structure within 50 (down gradient) of the NO WATER, NO LEDGE, NO MOTTLING ' \ F ?/ / a ` \ ! � �.. ,- � � � system. 141 � 1 \ , i � y'' • \ / A a TP 3, // / / / /� _ 1 �s 9. Should on significant variations from test hole data THE FOLLOWING DEEP TEST HOLES WERE DUG ON 8/22/89 AN - i ,� �\ ^o PROPOSEa '- p,Q oc�� 16 I �/ // 2 \ ��� \ G6`O shown edge, water, mottling, soil type) be discovered \ WELL F4 X 11 TP �/ - - - ` b the contractor, the engineer shall be notified WITNESSED BY AL GOS,SELEN OF THE UNCASVILLE HEALTH DISTRICT 1 �qj. y♦ / p y g pnor '� ! \ to construction of h � 1361.5E0TH- 12 . �, / ' � \ � � \ the system. " l \ I / Tl°G��/ TH 1 10. System area and elevation shall be staked out b the 0-5 DARK BROWN TOPSOIL HrCp \ / / �s i / // �1 /// #2 # \ \ \ engineer or sure r prior to const y 5-33" ORANGE -BROWN FINE SANDY LOAM WITH GR4VEL / ♦ 9 P ruction. 33-8807AN MODERATELY COMPACT SANDY LOAM WITH GRAVEL _ � i � � � � ( � � � \ \ � �. � � 1- i 00 GOP � � i � '/� // 21 -- ' ' \ � � \ � \ \ • � • � ` 75 ,►� � / - \ \ \ \ � 11. !n genera/, al! construction ,practices, as per the State (LENSES OF BEDROCK 41-66") 1 \ ♦ BM y i �' / - \ N0 LEDGE NO GROUNDWATER NO MOTTLING \ `�6 PIKE2� / I .• �' �/ / / 9' DIA \ \ \ of Connecticut Deportment of Health Services guide/fines, O� 16�" DiA � � � � '� / � •► �' // � BLDR \ \ \ \ \ shall be adhered to. The fol/owing outlines some of the _ - - \ 36g \\ � ; ,�/..004100PT 1 # 6 \ \ \ \ motor procedures, but do not relieve the contractor from 13 ~ ' \ \ 'EL.�35 5 .• %/ i y A \ �S full compliance due to their lack of mention below. - 0 -5" DARK BROWN TOPSOIL \ - _ 3 `' - _ \\ ` \ \ \ 5-32" ORANGE -BROWN SILTY LOAM / / N • 66 � � � \ A. All topsoil, stumps, and boulders shell be 32- 72"TAN VERY FINE SANDY LOAM WITH SOME GRAVEL AND STONES , ` - _� �L D G \ ! ! \ \ / T / / -� 7 / . 5 _ \ \ \ \ removed fromthearea of the system and system POSSIBLE LEDGE AT 72", NO GROUNDWATER, MOTTLING AT 36" _ 364 ` \ \� \�`'� \ \ ! 1 \ \ ( / �Tp_ 0 / DIA \ \ \\ fill. No machinery or vehicles shall be - _ F T! \ / � / 9 DIA' . all � _ _ � � N� ORAI11�' 1 ! � -BLDR - - � owed on the exposed native soil. TH 14 -- _ ` \ > > PIP TO BE T!$HT \ \, �j 1 / / BLDR \ Stripping should not take place within 48 -8" DARK BROWN TOPSOIL 4A5 � 3 � � � JOI TNfE \ \ / 4 . _ _ � \ hours of o rain storm or if there are standing - R Y AM WITH SOME GRAVEL �- bT�1Cl�CF/L \ \ • \ TH #fi J°" puddles. 8-34"' "ORANGE B O FiNE SAND LO \ ,/ 4 1 �\ \ P 34-72 TAN MEDIUM -FINE SAND WITH GRAVEL AND SOME STONES I B Th NO LEDGE, NO GROUNDWATER, NO MOTTLING - - - �► \ ,� a earth shall be scaefied prior to fill / l \ \ \\ i / - - - placement. Gravel rill shall meet the �- - l ! '� \ \ ! / ` specifications of Note 7 and be placed in TH-15 . \ \ \\ \ \ J0. - - - - - accordance with Note 6. 0-70 DARK BROWN TOPSOIL NI � \ \ \ \ ! N 7-48" ORANGE -BROWN FINE SANDY LOAM WITH SOME GRAVEL _ _ -` \ �S p ,` --_ 1 �� \ \ \ \ ! , - • - - C. No trucks or heavy machinery �shcll be allowed REFUSAL AT 48" NO GROUNDWATER, MOTTLING AT 41 ` \ ` / W -•�-� 1 `� \ \ \ ! Rn \ in the stepped area until 12 of gravel NI 7H- 16 i N \ \ #8 is in place. 0-8" DARK BROWN TOPSOIL ` _ - ` ` - _ , ` ` 1 c ) \! 1 \ �- \ T #3--=�. - - 12. Tank manhole risers may be required to within 12 8-27" ORANGE -BROWN FINE SANDY LOAM WITH SOME GRAVEL MONUMENT _ , 364 i G ARAli� \ \ Z� inches of finished grade if top of septic tank is 27-85" TAN MODERATELY COMPACT SANDY LOAM WITH GRAVEL " RECOVERED --- � � - _ 1 ! �\ � � � � " �" , greater than 12 inches below grade. NO LEDGE, NO GROUNDWATER, POSSIBLE MOTTLING AT 50 299.14 .� _ � / ! � � \ � � / - • - - • 13. Site Investigation and subsequent foundationelevations RY ON THIS PROPERTY. I AM OF THE ! \ \ `&- - 9� �q / DEL/NEA TED THE INLAND WETLAND AND WATERCOURSE BOUNDARY "WarCTL Y ON TN -17 �„ \ \ i _ are for the sole purpose of sanitary sewer design. Any OP/N/O THE ILAND 0 DARY ICH ! MARKED ON THE PROPERTY IS SHOIMV \ Tt41S M P.. 0-9" DARK BROWN TOPSOIL 8-2r ORANGE BROWN SANDY LOAM WITH GRAVEL 27-85"TAN MODER47ELY COMPACT FINE SANDY LOAM WITH SOME GRAVEL DATE': U/Vol' REFUSAL AT 45" NO GROUNDWATER, NO MOTTLING Donald,!. Forfunat� ertified oil Sc ist #2278 360 PROPOSED GRADE GRAVEL FILL TO REPLACE TH 12-2 \ \ EX/S7r1MG TOPSOIL & SUBSOIL AS r = =36" GRADE REQUIRED BY THE TOWN SANITARIAN. PROFILE A -A VERT: 1" =5" HORZ: 1" = 10' \ � \ \ i, #2 #9 0 NOTE: \ IRON RIN . 1. VERTICAL DATUM SCALED FROM SUBDIVISION PLAN AND IS NOT ACCURATELY �. a RECOVERED 110 -BM 1 p -BM a A TOP IP TiED TO CONNECTICUT GEODETIC SURVEY OR NGVD. EL. 338.75 2. SITE LINE IS LIMITED (NORTHBOUND LANE) FROM EXISTING WOODS ROAD SITE LINE IMPROVEMENTS SHOULD BE INVESTIGATED. # 1 7H- 18 365 O -e DARK BROWN IL RUN BY: DAVE COUGHLIN 8-37" ORANGE -BROWN SI LTY LOAM SYSTEM INVERTS 37-61"TAN MODER47ELY COMPACT SANDY LOAM WITH GRAVEL LEDGE AT 617t NO GROUNDWATER, MOTTLING AT 39" 360 TH-19 0-8" DARK BROWN TOPSOIL 8-23" ORANGE -BROWN FINE SANDY LOAM 23-60"TAN COARSE -MEDIUM SAND AND GRAVEL TIME MEAS. DROP RATE POSSIBLE LEDGE AT 60", GROUNDWATER AT 66r, NO MOTTLING TH-20 ' O-6" DARK BROWN TOPSOIL 355 6-48" ORANGE -BROWN FINE SANDY LOAM REFUSAL AT 48", NO GROUNDWATER, NO MOTTLING TH-21 3:29 15 3/4 1 1/4 8.00 0-4" DARK BROWN TOPSOIL _ AAVn 1"' ORANGE -BROWN COMPACT � 5 6 SADY 51585" TAN MODERATELY LGIAMGWiTH SOVE GRAVEL 3:59 17 3/4 3/4 20.00 NO LEDGE, GROUNDWATER AT 550, MOTMINiG AT 51" \ � \ \ i, #2 #9 0 NOTE: \ IRON RIN . 1. VERTICAL DATUM SCALED FROM SUBDIVISION PLAN AND IS NOT ACCURATELY �. a RECOVERED 110 -BM 1 p -BM a A TOP IP TiED TO CONNECTICUT GEODETIC SURVEY OR NGVD. EL. 338.75 2. SITE LINE IS LIMITED (NORTHBOUND LANE) FROM EXISTING WOODS ROAD SITE LINE IMPROVEMENTS SHOULD BE INVESTIGATED. # 1 footing drains or sump outlets are for the sole purpose Of ensuring that no conflict exists between such drains and the sanitary system. It shall be the sole responsibAity of the owner and his or her contractor to determine the adequacy of any such elevations and drains intended to protect the basement from water incursion and/or seepage 14. Al! septic tanks installed after July 1, 2000 shall conform with the revised Connecticut Public Health Code(Jon. 1, 2000) '., PROPOSED SEPTIC SYSTEM DESIGN WILLIA A[ & PATRICIA BEA TON 645 FIRE S?: XON1'VILLB', CONNECTICUT 06353 SCALE: 1" = 20' DATE: OCT. 1 f, 2000 MV. 12/14/00 1/15101 D.1/. GERWIpCK ENGINEERING LLC P.O. BOX 599 17 AVERY I.AA1E ` wATBRFORD. CONNECTICUT 06385 TFL. 880-442-2201 JOB 1V0. DO- 125 Dwcriz:a/�/ZrFMI.DJU WxcsIss/oo Ifassnnc ReV�SP� I�Id��l PERC TEST PERFORMED BY UNCAS. HEALTH DISTRI RUN BY: DAVE COUGHLIN SYSTEM INVERTS ENGINEERING O N: 7/28/00SEPTIC PROJECT. 00-125 PT..1 DEPTH: 21 A -M -1N. INVERT AT FOUNDATION = 362.80' TIME MEAS. DROP RATE 2:59 9 - - ' B -INVERT INTO TANK = 362.25' 3:09 12 1/2 3 1/2 2.86 4 3:19 14 1/2 2 5.00 C -INVERT OUT OF TANK = 362.00 3:29 15 3/4 1 1/4 8.00 3:44 17 1 1/4 12.00 D -BOTTOM UPPER GALLERIES = 360.00' 3:59 17 3/4 3/4 20.00 E -BOTTOM LOITER GALLERIES = 357.25-9 PERC TEST PERFORMED BY UNCAS HEALTH DISTRICT ON 8/18/89 AND 8/22/89 PROJECT: 00-125 TRIS PLAN is Tiff ==a �►vR�r OF 781AIwo Rartr�►s ! /X��. RS OO USS 721CZMM. SOLE; 0Ill COPMS A PT: 1A DEPTH: 30" RATE 6.0 MIN./IN. NO C&MM OF 7jus PLAN Jur M MM 1lr80U!' >iff PARIUSUM OF TRI X fU= NW rs 7JUS Pyr CNISMEW YAW WnWOU7 7JU ONO= SEAL AM 8=701 N rBa m1►CLUM footing drains or sump outlets are for the sole purpose Of ensuring that no conflict exists between such drains and the sanitary system. It shall be the sole responsibAity of the owner and his or her contractor to determine the adequacy of any such elevations and drains intended to protect the basement from water incursion and/or seepage 14. Al! septic tanks installed after July 1, 2000 shall conform with the revised Connecticut Public Health Code(Jon. 1, 2000) '., PROPOSED SEPTIC SYSTEM DESIGN WILLIA A[ & PATRICIA BEA TON 645 FIRE S?: XON1'VILLB', CONNECTICUT 06353 SCALE: 1" = 20' DATE: OCT. 1 f, 2000 MV. 12/14/00 1/15101 D.1/. GERWIpCK ENGINEERING LLC P.O. BOX 599 17 AVERY I.AA1E ` wATBRFORD. CONNECTICUT 06385 TFL. 880-442-2201 JOB 1V0. DO- 125 Dwcriz:a/�/ZrFMI.DJU WxcsIss/oo Ifassnnc ReV�SP� I�Id��l * LEGEND + •' NOW.- � E � Test Holes performed by D. W. Gerwick En ineering O' Y s FILTER FABRIC �TOPSOIL�-s MIN. F P 645 ire Street, Montville (Beaton) 12i700 0 p / 1. Contours ,test holes 1-8 locations and wetland flogs from field WOOD WAU - "Al 6 /� ' y� survey by Brion Sit L.S. STONE MALL ,0-' FENCE - ..:... ..:. .•..,.-.; ... •... ....•.aw. . - -" '�'- 00000: 00000 0 7" Topsoil / << 2. Proposed house is a four bedroom house. Basis of design is IRON PIN 0 e'er°* � °°° �' . °0°0° 12r 7-16* Firm loam subsoil with some silt °� for four bedrooms with no tub over 100 gallons with v pert 0 0 000W 0 1' o MERESTQNE p 14� �-- • • . o°o° - - - a°o°o g' 16-30" Looser medium brown silt with minima/ Bond Four c e S rote of 10.1. - 20.0 min./�n. System area required is 900 s.f. - .,.:.. j• o o 0 0 30-68' Gray to brown medium to coarse sand with silt ` and is suppled as follows: LEDGE OR ROCK = _ - IMME er: er ,� , D - - Ledge of 52 Wafer of 52 All sal horizons ho/din a lot of moisture, 2 rows of 76.5 total l.f, of )2"x4,6 galleries EXISTING CONTOUR ---' `_ , _ ©owe FSC AM --... HIGH Er (H:L.� r 1' 48" i' � 1" I . ' , g as PROPOSED CONTOUR i• •' _` R LOW N // STONE Mottling not apparent, but color change at 30 or so inches �° �� of 5.9 s. f. per 1, f. = 902'.7 s. f. -�;;.:: dam.,, may in mottling. s�� Total ota Leaching Area = 902.7 s. f. UTILITY POLE -a- TP - _ _ _ _ _ GALLERY DETAIL • � TH-12-2 TEST HOLE gp 37. -�..._ �! '�� A 100X reserve area has been supplied. - - - - - - - •# 35 0-8" Topsoil �� s PERC TEST 6i 1 i DWGTTL: GAL 1 8-36 49' Loom medium r, wn m i .. 2 / y,brown, some silt and minima! Bond `\ FFA MLSS required = HF(18) x FF(2.0) x PF(1.5) SILT FENCE - - - - SILT FENCE DETAIL 15MONUMENT / #36 - " --... Very p p o QS MLSS supplied = 76.5' --.. Ve narrow area of 49 depth, robab/ a crevice in the o HAY BALES ECOVERED - - . - - - - _ - _ _ - - - - - ledge # 34 -- 3g8' 70't Ledge of 36', no voter }� - CONFIRMING TEST HOLE ®5 s _ - - - - - -----_-- - - - - - - - - ~-�. 1� 3. All topsoil, stumps, and boulders must be removed from .�_ the area of the system. Silt fence shall be installed PROPOSED SPOT ELEV. � nor to any y system, driveway, house construction or TEST HOLES 645 FIRE STREET - - • - _ i i r . i i +`'�� �_ ` o stump removal. JN 00-125 MONTVILLE, CT 1 �#2 _-WE:- a -._,,,,, A . .._�TH- I` ,� AREA MAP 4. Town sanitarian must be notified before any pipes or 0-11' TOPSOIL 1--- SCALE 1" =2000' appurtenances are backfilled. r r a r a i r a i a a r r r a a 11-62' REDDISH BROWN MEDIUM SANDY LOAM WITH SOME SILT 1 ''''-- �� ��2 5. There are no wells within 75' of this system. BOULDERS AT BOTTOM / ` ` -.�1 + 0 , IRON PIN NO WATER, NO MOTTLING, POSSIBLE LEDGE AT BOTTOM 62 CL&P # - _-� I�COVERED 6. Gravel rill shall be used to replace al/ topsa! and �� � � a a a r i •• / } \ r �` Rn -� �_ / subsoil as required by the Town Sanitorian. Grave/ shall / �.____ \ be placed in 6"-8" lifts and shall be mechanically 0 9' TOPSOIL 31 �i 1 - - - - - - - . / - \ compacted. 9-28/50 BOTTOM REDDISH BROWN LOAMY SANDY SUBSOIL WITH SOME oc l • r • - - . - • � 7. "Select rill Materiar" lac within SILT, COBBLES, PEBBLES AND STONES " / \ 1 \ � 1 ,-''-- placed rt , and adjacent to proposed REFUSAL, POSSIBLE LEDGE AT VARYING DEPTHS 28"-50 / #28 leaching areas shall be comprised of clean sand and rove/ NO WATER, NO MOTTLING t - - / #32 , \ 0 \ free from organic matter and foreign substances. The fill material shall meet the following r • \ \ o � equrrements unless otherwise TH-3 �- - - - - MAP 20/LOT 108 > > approved b o professional engineer for use within h leaching LEDGE AT 32' �� BM #3 \ _ _ �, _ _ _ _ _ _ 207,389 S.F. \ ` \ \ ap The Rll s all not contain o y mvtedal larger than theearea. SPIKE ' 4.76 AC. \ 1 \ \(3) inches TH-4 r 1 6' DIA MAPLE HrC\\ - - / - - - - - LEDGE 1 \ b. Up to 45�G of the dry weight of the representative sample may 0-8" TOPSOIL 1 #2§ 1 (M grove/ portion of 8-72' REDDISH BROWN LOAMY SANDY SUBSOIL WITH SOME SILT 1. EL. 369.17 J _ / \ be retained on the 4 sieve is is the p ' 1 _ / .- -...., - - - \ I / ` N \ \ the sample). NO WATER, NO LEDGE,, NO MOTTLING / - t 1 to- c. The material that ' / - _ "I 0 50 _ _ ` 1 / / ` 1 ,posses the #4 stave is than rewerghed and TH-5 / { the sieve ono/ys�s started. • - ` / I d. The remaining sample shall meet the followinggradation LEDGE AT 42 � � � . j \ l•, � : -- _ _ � ) �\ , / 2 � � ` \ � criteria g BM # 1 l \ Sieve Size Percent passing TH-6 s8 1 - - _` ` , 362 / I SPIKE,4 9 0_6' TOPSOIL BROWN Y / WITH M \ \ - - `� . - 4 L ( RED DAI�C 6-J8" EDD S WN LOAMY SAND SUBSOIL SOME 1 #31 36 l 100 cr #1 D IOX - )001 r � _ `. � � / � � � ' �N 250 � \ � 40 10.E - 501r SILT. MORE COMPACT THAN MATERIAL NOTED IN PREVIOUS TEST \ - /SEPT/ T ' f 1 T'-14 EL. 357 j65 \ i \ 1100 0X - 20X HOLES WITH A HIGHER MOISTURE CONTENT, BUT NOT WET'. \ \ -- \VdF. " / 1`1 l \ 200 0.� - 5X 38-83" GRAY MEDIUM SAND, STONES AND SILT. FIRM \ . 30 i 6 -PC 40 1 7 36 , 5 LEV./\ 060 \ � \ The nsibA for the re ration of the leachingr ea NO WATER, NO LEDGE, NO MOTTLING T) \ �iy SILT , , - / / L.F! 4" PVC 0S utilizing "select material" is at of the licensed i tvller: � � , 9 TH-7 I1R 35 T�-17 The installer shall take the necessary steps to protect the 0-10' TOPSOIL /V I _ AlROPOSED _ _ . i �'"SIL \ underlying naturally occurring soils from siltation once 1 � It' _ d r exposed. 10-53" COMPACT SANDY SUBSOIL - - 3 4 8EDR00 PT1I E 53-87" MEDIUM TO COARSE SAND AND SILT I y HOUSE . NO WATER, NO LEDGE* NO MOTTLING \ -T:F 69.00' g ,/ 0S6 \ 8. There shall be no cuts within 50 of the downhill side of t \ - A- \ \ \ the system or within 25 of the sides of the system. { LIM OF CLEARIA(G - ..,�..s.-' . / / \ \ \ There shall be no stumps or boulders buried within 50' of TH-8 FO HOUSE CONST 4 CTION \�- �� / F TING DRA1N Tp- 2 ,�Z \ \ the downhill side of the system. There shall be no 0-8' TOPSOIL { TO BE 25 f 4990000 � \ Ys 8-72' DRY LOAMY SUBSOIL WITH FINE TO MEDIUM SAND ��./ /� /-,� _ i \ footing drains or stone • placed around or, under any / \ \ proposed structure within 50 (down gradient of the AND MINIMAL SILT. ROCKS AND COBBLES 1 1 `� / - - -- - / / ?'P 9 / \ \ \ % system. ) NO WATER, NO LEDGE, NO MOTTLING F . ',/ / s tem. 1 1 � / TH �, / / / _ \ / iO�'p 3 6� / // /� 12-1 `�S 9. Should an signi>gcant variations from test hole data THE FOLLOWING DEEP TEST HOLES WERE DUG ON 8/22/89 AND \ ^o PROPOSED ...� p,Q .00 1 / �/ / \ �� \ O�0 shown edge, water, mottling, soil type) be discovered \ c+� WELL Fp X 11 TP- ®'fcr/ / - - � b the contractor, the en in ' WITNESSED BY AL GOSSELEN OF THE UNCASVILLE HEALTH DISTRICT 1 ♦ � .qj. 4 y/ / p y gear shall be notified prior i_ 361.5E0 , ♦/ �%♦ - � to construction of the system. - -- / 0 5"12 DARK BROWN TOPSOIL 1 1 / , T�� I / / / H #2 TH #1 \ \ la System area and elevation shall be staked out b the � � i HrC -� 0 � � \ l / �� � � � ♦ � ♦ �� I/ � -- -� � \ \ engineer or surae riot t y 5-33" ORANGE -BROWN FINE SANDY LOAM WITH GRAVEL \ / / �.� / / / i \ 9 surveyor p o construction. 33-88"TAN MODERATELY COMPACT SANDY LOAM WITH GRAVEL 1 r .� / / \ \ \ \ • LENSES OF BEDROCK 41- 66") 1 75 '�' - ��''� % / i / / / 21 ' \ \ \ 11. /n general, all construction practices, as per the State r NO LEDGE NO GROUNDWATER NO MOTTLING \ � . BM S i' 1 aI y ij� / �, , \ of Connecticut Department of Health Services guidelines, \ \ 6o SPIKE .� � / / 9 DIA \ \ \ shall be adhered � The following outlines some of the - \ , \ 36 ��� 1 �" �piq ` �• �' .•.• �, �/ BLDR 6 \ \ major procedures, but do not relieve the contractor from TH-13 8 WHITE�OAK r PT 01 # . \ �� �EL. 358 15 � � % A i \ \ �s full compliance due to their lock of mention below. - 0 -50 DARK BROWN TOPSOIL \ _ 1 � / \ \ N 5-32' ORANGE BROWN SILTY LOAM 366 r \ \ \ A. All topsoil, stumps, and boulders shod be 32- 72"TAN VERY FINE SANDY LOAM WITH SOME GRAVEL AND STONES - _ \,,> I 19 5 rem f rom the POSSIBLE LEDGE AT 72", NO GROUNDWATER, MOTTLING AT 36" _ - �\ L -i D G \ \ { { / 0 TH #7� DLA& \ \ 611. removed machinery oar vehic/of les she hall Ile be and system 1 - _ _ 364 - ♦ F T/Nth DRA111� \ \ 1 1 / / -BLDR 99 0i . \ \ \� allowed on the exposed native sort', TH-- 14 4 - ` }PIP TO 8� T/�HT \ \, BLDR � \ Stripping should not take place within 48 0-8' DARK BROWN TOPSOIL 5 36 J JOI TIVE \ \ / 4 • _ _ \ hours of a rain storm or if there ' " ,2 _ I .-�.I 5 # #7 , ere ore standing - 4 ORANGE -BROWN FIN SANDY LOAM WITH SOME GRAVEL - B4Cl�F/L 1 \ � \ � #6 I '� puddles. 34-72 TAN MEDIUM -FINE SAND WITH GRAVEL AND SOME STONES sem,. \ NO LEDGE, NO GROUNDWATER, NO MOTTLING - - - _ \ \� / / \ { _ / P -�► \ B. The earth shall be scorrf'ied nor to flIl p/ocement. Grovel fl/ shall meet the TH­ 15 `s6' \ ` \ \ \ \ ` spec cations of Note 7 and be placed in / ` \ \ �` \ ' - t - -� - - - accordance with Note 6. 0- 7" DARK BROWN TOPSOIL � � � � � ., � � ` ` � -"�-�- \ ___� / \ � 50 +N _ 7-48" ORANGE -BROWN FINE SANDY LOAM WITH SOME GRAVEL _ _ - \ 360 ` ` \ •---_ i � \ \ \ \ \ { `� - - - - C. No trucks or heavy machinery shall be allowed REFUSAL AT 48" NO GROUNDWATER, MOTTLING AT 41 ••. / I W 1 -� l ` `\ \ \ \ Rn $ , rn the stripped area until 12 of grovel n! TH-16 • l N \ / \ �� \ \ 1 - - - - - # is in place. 0-8" DARK BROWN TOPSOIL \ � - - \ \ '' - ~ `�-,...., � �' � •,,,,. ` ` � � , � ` _ � _ 1 � � ` � � 1 8-27" ORANGE -BROWN FINE SANDY LOAM WITH SOME GROVEL -- .....: - � ,,, ,� - , ` 364 _ .� � � I i �FOC�`T G ARAlll� \ / ----Z� - 2. Tank manhole risers may be required to •within 12 MONUMENT 1 ( 1 OUTL \ i inches of agnrshed grade if top of septic tank is 27-85' TAN MODERATELY COMPACT SANDY LOAM WITH GRAVEL RECOVERED / ! { \ \ / grade. NO LEDGE NO GROUNDWATER POSSIBLE MOTTLING AT 50" - greater than 12 orches below 299' 14' +0s \ �, 13. Site Investigation and subsequent foundation elevations / DELINEA TED THE INLAND WETLAND AND WATERCOURSE BOUNDARY ON THIS PROPERTY. I AM OF THE - �' � t \ ( are for the sole purpose of sanitary sewer design. An TH 17 v� s ry 9 Y OP/N/O THE WETLAND B DARY ICH I MARKED ON THE PROPERTY IS SHOWN CaIR'RECTL Y ON " • THIS M P. 0-9 DARK BROWN TOPSOIL 8-27" ORANGE -BROWN SANDY LOAM WITH GRAVEL 27-85'TAN MODERATELY COMPACT FINE SANDY LOAM WITH SOME GRAVEL DA TE: ° G'lej REFUSAL AT 45" NO GROUNDWATER, NO MOTTLING Donald . Fortuna# ertified oil SdYeAist #2278 365 51 360 3 5 5 GRAVEL FILL TO REPLAC TOPSOIL &SUBSOIL AS REQUIRED BY THE TOWN SANITARIAN. 350 10' PROPOSED GRADE TH 12-2 EX/S7NG =36" GRADE PROFILE A -A VERT: 1" = 5' HDRZ: 1" = 10' TH-18 365 0-8" DARK BROWN TOPSOIL 8-37" ORANGE -BROWN SILTY LOAM 37-61"TAN MODERATELY COMPACT SANDY LOAM WITH GRAVEL LEDGE AT 617* NO GROUNDWATER, MOTTLING AT 39" TH-19 360 0-8" DARK BROWN TOPSOIL 8-23" OR4NGE-BROWN FINE SANDY LOAM 23-60"TAN COARSE -MEDIUM SAND AND GRAVEL POSSIBLE LEDGE AT 60', GROUNDWATER AT 60's NO MOTTLING TH-20 0-6' DARK BROWN TOPSOIL 1355 6-48" ORANGE -BROWN FINE SANDY Law REFUSAL AT 48", NO GROUNDWATER, NO MOTTLING TH-21 0-4' DARK BROWN TOPSOIL4-51"t 3 _ 5 Q 51 85'0RANGE1AN MODE M Y -BROWNNCOMPACT DY LOAM SW LOAMGRAVWITH SOME GRAVEL NO LEDGE, GROUNDWATER AT 557, MOTTLING AT 51' NOTE: � � � _ _ _ IRON RIN 1. VERTICAL DATUM SCALED FROM SUBDIVISION PLAN AND IS NOT ACCURATELY � RECOVERED TIED TO CONNECTICUT GEODETIC SURVEY OR NGVD. $M aA TOP IP � SUBDIVISION EL 338.75 2. SITE UNE IS UIdRED (NORTHBOUND LANE) FROM EXISTING WOODS ROAD SITE UNE IMPROVEMENTS SHOULD BE INVESTIGATED. � 41 PERC TEST PERFORMED BY UNCAS HEALTH DISTRId RUN BY. -DAVE COUGHUN SEPTIC SYSTEM INVERTS ENGINEERING footing drains or sump outlets are for the sole purpose of ensuring that no conflict exists between such drains and the sanitary system. It shall be the sole responsibility of the owner and his or her contractor to determine the adequacy of any such elevations and drains intended to protect the basement from water incursion and/or seepage 14. All septic tanks installed after July 1, 2000 shall conform with the revised Connecticut Public Health Code(Jon. 1, 2000) PROPOSED SEPTI C SYSTEM DESIGAT WILLIAM & PATRICIA BEATON 645 FIRE ST. MONTVILLIFt CONNECTICUT 06353 SCALE: 1" = 20' DATE: OCT. 11, 2000 REV. 12/14/00 1/15/01 D.W. GERWIry ENGINEERING LLC P.O. BOX 539 17 AVERY LANE WATERFORD, CONNECTICUT 06385 TEL. 860-442-2201 JOB NO. 00-125 DW&Wi:s/C:/aPWINI.DJUWINCSISSIOOIZSSS.DWC PT:1 DEPTH: 21 " A -MIN. INVERT AT FOUNDATION = 362.80' TIME MEAS. DROP RATE 2: 59 9 - - B -INVERT INTO TANK = 362.25' 3:09 12 1/2 3 1/2 2.86 3:19 141/2 2 5.00 C -INVERT OUT OF TANK = 36,2.00 3:29 15 3/4 1 1/4 8.00 3:44 17 1 1/4 12.00 D -BOTTOM UPPER GALLERIES = 360.00' 3:59 17 3/4 3/4 20.00 E -BOTTOM LOWER GALLERIES = 357.25' PERC TEST PERFORMED BY UNCAS HEALTH DISTRICT ON 8/18/89 AND 8/22/89 TAIS'' PW IS TAF a IF= OF r8a apse FMDai�►s PROJECT: 00-125 SDI O UP. AU MW Alm CLOW. FM USF OF TM PT: 1A DEPTH: 30" RATE 6.0 MIN./IN." NO cam OF lair Pw zir w mm TI'180Ui' TAF Psoussaw OF TAF =aFP NM M tits Plug► DWSRUD VAR WNW rM DNOM SZU AM S=ff Ra OF 7W M"l, FaR. footing drains or sump outlets are for the sole purpose of ensuring that no conflict exists between such drains and the sanitary system. It shall be the sole responsibility of the owner and his or her contractor to determine the adequacy of any such elevations and drains intended to protect the basement from water incursion and/or seepage 14. All septic tanks installed after July 1, 2000 shall conform with the revised Connecticut Public Health Code(Jon. 1, 2000) PROPOSED SEPTI C SYSTEM DESIGAT WILLIAM & PATRICIA BEATON 645 FIRE ST. MONTVILLIFt CONNECTICUT 06353 SCALE: 1" = 20' DATE: OCT. 11, 2000 REV. 12/14/00 1/15/01 D.W. GERWIry ENGINEERING LLC P.O. BOX 539 17 AVERY LANE WATERFORD, CONNECTICUT 06385 TEL. 860-442-2201 JOB NO. 00-125 DW&Wi:s/C:/aPWINI.DJUWINCSISSIOOIZSSS.DWC LEGEND BE * * ' •' '�' ' � NOM 70 � r+aP � � Test Holes performed by D. W. Lerwick En ineering � � c�ttERr FILTER FABRIC -i TOPSOIL �-�► MILT, g" 645 ire Street, Montville (Benton) 12i700 00 / 1. Contours ,test holes 1-8 locations and wetland flogs from Re/d WOOD sra= --+► ares g /r kv ROW no► i ''"� y9 � survey by Brian Si* L. S. STONE SPALL - : FENCE - .._.. .,_.... •... ..ogo.. • ---- .S�l,i/ 00000 '_-. z 00000 TH-12-1 • / << 2. Proposed house is o four bedroom house. Basis of design is ''--'MT FAMC TO � � o°o °° � : o°o°o i2" 0-7" Topsoil p . IRON PIN 4 °oo �' 00000 7-16" Firm loamy subsoil with some silt 0 for four bedrooms with no tub over 100 gallons with a perc 0 o y o o O" 16-30" Looser medium brown silt with minimal sand Four c r e S rote of 10 1 - 20.0 mina System area required is 940 s f MERESTONE iD0• .a-- _ • - - o°°° - . 0-°0°0 30-68" Gray n m i ` and is supplied as � follows: . . G y" to brow ed um to coarse sand with silt (� ,� LEDGE OR ROCK = _ _ 3,9An er= 4r D _ Ledge of 527, water at 52" t� a i Cr i All soil horizons holding o lot of moisture. 2 rows of 76 5 total Lf. of 12" x 48" galleries EXISTING CONTOUR �-- • . ,� `-- ., HIGH L EC �H:L.) r 1 »� o , ••! •;.• -; • s �'AM �LO • STONE Motfiin not apparent, but color chane at 30 or so inches o� s� of 5.9 s. f. per l f. = 902.7 s. f. PROPOSED CONTOUR •� .,;:: �r / .9 , pp 9 �� °f • :6. _•� ; • may indicate mottling. UTILITY POLE -C�-DETAIL & Total Leaching Area = 902.7 s. f. - - - - - - - GALLERY _ TH-12-2 TEST BOLE � � gp. _ - - - - _ X37 - • . ..,� 35 _ A 100X reserve area has been supplied. PERC TEST • • 0 8" Topsoil # 1 Z4- DWGTTL: GAL 12 8-36/49" Loamy, medium brown, some silt and minimal sand s�F • SILT FENCE - - - - - - - - - - - - - - - F,, MLSS required = HF(18) x FT -(2.0) x PF(1.5) = 54' SILT FENCE DETAIL MONUMENT -�- Very narrow area of 49" depth, probably a crevice in the O 15 / #36 398•, � ledge o es MLSS supplied = 76.5' HAY BALES ECOVERED _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ f CONFIRMING TEST BOLE ® #34 --... + Ledge of 36, no water �� 3. All topsoil, stumps, and boulders must be removed from PROPOSED SPOT ESV. ® #�f5 X16 • - - - � ��` • --�_ - - - - - . � � � , the area of the system. Silt fence shall be installed ( %%%.-____� prior to any system, driveway, house construction or TEST HOLES 645 FIRE STREET '" #2 ` ' ` '...�� ` --.., o stump removal. JN 00-125 MONTVILLE, CT TH- 1 16 _ _ _ _ - . AREA MAP 4. Town sanitarian must be nvtiRed before any pipes or 0-11 TOPSOIL 1 -``•-- SCALE 1 =2000' appurtenances are backfilled. 11-62" REDDISH BROWN MEDIUM SANDY LOAM WITH SOME SILT 1 �05. There are no wells within 75' of this system. BOULDERS AT BOTTOM " J • • _ �`- _�� � �o?' , ON PIN NO WATER, NO MOTTLING POSSIBLE LEDGE AT BOTTOM 62 t 27 / - '3 CL&P # _ - -=---_-..:_ -� � � � RECOVERED 6. Grovel fill shall be used to replace oIl to sort and TH-2 0 `` 7744 itRn -�--� �� / \ subsoil as required by the Town Sanitarian. Gravel shall i.,! \ be placed 6"-8" lifts and shall be mechanically 0-9" TOPSOIL 3%\ 1 _ _ _ _ • _ J • � \ ---.�_ compacted. 9-28/50" BOTTOM REDDISH BROWN LOAMY SANDY SUBSOIL WITH SOME / �-.._� SILT, COBBLES, PEBBLES AND STONES J • o� / ' ` . �� ----__ " . t 7. Select Fl! Material", placed within and adjacent to proposed REFUSAL, POSSIBLE LEDGE AT VARYING DEPTHS 28"-50" / #28 / \ \ leaching areas shall be comprised of clean send and rove/ NO WATER, NO MOTTLING i / #32 , 0 \ free from organic matter and foreign substances. The fill TH-3 } - - \\ \ material shall meet the fol/owing► requirements unless otherwise I I / _ MAP 20/LOT 10B i \ approved by o professional engineer for use within the leaching area. LEDGE AT 32" BM #3 \ _ _ �, - _ _ _ _ _ 2. 7,389 S. F. \ 1 I \ \ o. The fill shall not contain any material larger than three SPIKE � � 1 4.76 AC. � TH-4 1 b�' DIA MAPLE _ _ \ \ HrC\\ (3) inches - T P IL r / LEDGE 1 \ b. Up to 45X of the dry weight of the representative sample may 8-72" REDDISH BROWN LOAMY SANDY SUBSOIL WITH SOME SILT �. EL. 369.17 #2§ _ - t 1 / 1 \ \ be retained on the #4 sieve (This is the gravel portion of NO WATER, NO LEDGE, NO MOTTLING l / i = ... , ;� \ I `, \ \ the sample). - --�- / / / / 3� p -ft �`'"��--• 50' t ` 1 I I 1 u?�� c. The materia/ that • passes the #4 sieve is than reweighed and TH-5 I _ J �"`'---.,.� the sieve analysis started. • " / - ) d. The remaining sample shall meet the following gradation crfteria LEDGE AT 42 \ \ I ` �, ` ' _ ) ��� / / 2 / \ 9 9 8 i BM 1 \ Sieve Size Percent passing TH � TOPSOIL � i � , - -�.` ` ; , 362 ,,..'--~ � � 1 � � I 1 �'SPIK DIA v� #4 100 9 6-38" REDDISH BROWN LOAMY SANDY SUBSOIL WITH SOME - ' - - _ �` + - #31 36� I /-�� i t RED OAC �� #10 7OX - 1OOX - _ . 1jV ♦ \ 40 lox - 50X SILT. MORE COMPACT THAN MATERIAL NOTED IN PREVIOUS TEST 1 \ - - . 250 GAL. EL. 357 j65 \ � \ � HOLES WITH A HIGHER MOISTURE CONTENT, BUT NOT WET'. -- \ ' - ' " /SEPT/ TANfC-14 //'' \ \ 1100 OX - 20X 38-83" GRAY MEDIUM SAND, STONES AND SILT. FIRM t \ -F � F. 4 Mui .. ELEV. � O 1� , , , , OX - 5X '�i 3o SILT 6 l �!S'CH 40 X1361.50 / 60 `� The responsibility for the preparation of the leaching area NO WATER, NO LEDGE, NO MOTTLING I \ yG� FENCE - L. F1 4" PVC utilizing "select material" is that of the licensed installer. TH- 7 � 68 \ - / lR 35 -17 1 \ The installer shall take the necessary steps to protect the ••--�T i f! \ 0-10" TOPSOIL /�J 1 a -PROPOSED _ 5�/LT \ \ underlying naturally occurring soils from siltation once !Y \ - _ 61 t - / r \ exposed. 10-53" COMPACT SANDY SUBSOIL 1 , _ _ _ - 3 4 8EDR00 PT 1 f el E \ 53-87" MEDIUM TO COARSE SAND AND SILT t ' ' \ `� ` 0 -0 - NO , N WATER NO LEDGE N IN \ \ / / _ / v? \ \ 8. There shall be no cuts within 50 of the downhill side of O , 0 MOTTL G - � T��.DO ,� S6 � � . t \ \ _ �_- - A-- , PAS \ \ \ the system or within 25 of the sides of the system. TH-8 i LlM OF CLEARIA(G \ - \ � � ..�,.....-'- . � / / � � � There shall be no stumps or boulders buried within 50' of �l �' FO HOUSE CONSM CTION \�- / F TING DRAIN Tp_ 2 p / \ s( de TOPSOIL ( / TO BE 25 \ \ \ \ the downhill side of the system. There shall be no 8- 72" DRY LOAMY SUBSOIL WITH FINE TO MEDIUM SAND 1 `� 1 �/ t ' �.• \ \ \ footing drains or stone • placed around or under any AN MINI l / � 0100,000 +�� ��/ \ \ proposed structure within 50' (down gradient of the D MAI. SILT. ROCKS AND COBBLES 1 / - - \ NO WATER, NO LEDGE, NO MOTTLING \ / ?��P 9 / \ \ � system. i � � � � \ / �� ♦ j�/ �/ ..,, ` s tem. _ \ / A*+ TP 3 6� / �/ /� 12-1 `�S 9. Should an significant variations from test hole data THE FOLLOWING DEEP TEST HOLES WERE DUG ON 8/22/89 AND 1 \ ^o PROPOSE \ \ '� p,Q .00h 1 / �/ / i \ �� \ \ X60 shown edge, water, mottling, soil type) be discovered � \ � WELL � � FO X 11 TP- ®'�crl / ,.�. - -.` �� � � WITNESSED BY AL GOSSELEN OF THE UNCASMLLE HEALTH DISTRICT 1 /,q�- sp by the contractor, the engineer shall be notified error \ � � � _' \ �► / / I 361.5E0 ' �/ �%/ � � � � ` � \ � � � � � to construction of the system. TH-12 � 1 � �„ ,� � \ � / � / 1Tp� f�, � � / � / / TH 1 \ � � � \ \ \ \ f 0. em area and elevation shall be 0 5" DARK BROWN TOPSOILHrc/ / / H #2 # \ \ staked out by the _ _ ` 0� \ \ \ / ♦tom ♦ ♦ /� \ \ \ engineer or surveyor prior to construction. 5 33" ORANGE BROWN FINE SANDY LOAM WITH GRAVEL � _ \ � / \ \ � ♦ � � � ♦ � �9 � 33-88"TAN MODERATELY COMPACT SANDY LOAM WITH GRAVEL 1 \ r / ♦ rG / \ \ \ \ • \ (LENSES OF BEDROCK 41-66") 1 \ 75 \ \ ��''� /i ♦ / / 21 - \ \ \ 11. In general, a!! construction practices, as per the State NO LEDGE NO GROUNDWATER NO MOTTLING \ `� `�� BPIKE2� / •��` //� , 9' DIA \ \ \ \ , of Connecticut Department of Health Services guidelines, / \ \ \ \ shall be adhered to. The following outlines some of Elie _ \\ 36 16l" \DIA 0 �'C' / BLDR 6 \ \ major procedures, but do not relieve the contractor from TH-13 8 \ WHITE\OAK .• PT Y1 # . D-5" DARK BROWN TOPSOIL _ ' - , \� �� 'EL. 3515 woo full � %7 A full compliance due to their lack of mention below. 5-32" ORANGE -BROWN SILTY LOAM 3 \ \ �� / / N 32- 72"TAN VERY FINE SANDY LOAM WITH SOME GRAVEL AND STONES 66 \ \ i I / / \ \ \ \ A. All topsoil, sfumps, and boulders shall be POSSIBLE LEDGE AT 72", NO GROUNDWATER, MOTTLING AT 36" '' - - ,�� L� D G \ I I \ 1 / / TH 7/ . 5 \ \ removed from • the area of the system and system 36 \ \ \ \ \ TP- 0 0 DIA \ \ \ fill. No machinery or vehicles shall be - - - _ ` 4 ` F TIN& DRA14 \ 1 1 , / ® / ' -BLDR 9* DiA . � allowed on the exposed native soil. TH-14 7745 - , ` \ P/P TO B$ TI&HT \ \ y / / BLDR \ \ Stripping should not take place within 48 hours of o rain storm or if there ' 0-8" " DARK BROWN TOPSOIL 368 _ \ 1 I JD/ Wj/ N�4 T/i�lE' \ , 5 \ / #4 _ -� • # \ \ ` ere ore standing 8-34 ORANGE -BROWN FINE SANDY LOAM WITH SOME GRAVEL - QAC%FIL \ \ • TH #6 puddles. 34-72 TAN MEDIUM -FINE SAND WITH GRAVEL AND SOME STONES ��\ \ \ / 1 i l \ \ \ 1 I / - / I \ \ \ ( _ / _ \ B. The earth shall be scarified prior to fill NO LEDGE, NO GROUNDWATER, Ak NO MOTTLING - - -� � \ �� / � �,jll�, � \ \ I l � � placement. Grovel fill shall meet the TH-15 \ \ \ \ ` ` specifications of Note 7 and be placed in 0-7" DARK BROWN TOPSOIL \ `� --�- / l \ \ \ �� \ 50' "� accordance with Note 6. 7-48" ORANGE -BROWN FINE SANDY LOAM WITH SOME GRAVEL _ _ _ ` � \ \ � � \ 3g0 ` � \ � � \ \ � � ` ` � ' �� \ \ \ � \ \ \ \ I , � _ � .. _ _ C. No trucks or heavy machinery shall be allowed j w �__.�_ \ \ \ \ Rn , in the stripped area until 12" of gravelI REFUSAL AT 4 NO GROUNDWATER, MOTTUNG AT 41 ` / --�_ ) 0 TH-16 � 1 t�v � \ \ 7 #8 is in place. 0-8" DARK BROWN TOPSOIL \ - - ` \ ` � ` ` \ ` # � • �- _ I 12 Tank manhole risers may be 8-27" ORANGE -BROWN FINE SANDY LOAM WITH SOME GRAVEL ` I o I �F GRAiiV� \ l,,_. y required to within 12 MONUMENT _ _ , _ ( ` OEC \ • _ inches of finished grade if top of septic tank is 27-85" TAN MODERATELY COMPACT SANDY LOAM WITH GRAVEL I \ NO LEDGE, NO GROUNDWATER, POSSIBLE MOTTLING AT 50" RECOVERED _ , I i \ \ \ \ \ / greater than 12 inches below grade. 299.14 -1- l� . • • 1 DELINEATED THE INLAND WETLAND AND WATERCOURSE BOUNDARY ON THIS PROPERTY. l AM OF THE \ \ S w 13. Site Investigation and subsequent foundation elevations \ \ \ \ I are for the sole purpose of sanitary sewer design. An OP/Nl0 THE WETLAND 0 DARY ICH /MARKED ON THE PROPERTY IS SHOWN CQRRECTL Y ON 7H-17 \ a' _ _ p ry 9 y THIS M P. 0-9" DARK BROWN TOPSOIL 8-27" ORANGE -BROWN SANDY LOAM WITH GRAVEL 27-85"TAN MODERATELY COMPACT FINE SANDY LOAM WITH SOME GRAVEL DATE.10' 0 REFUSAL AT 45" NO GROUNDWATER, NO MOTTLING Donald . Fortuna ertffled or'I SamWst #2278 wow 5' 15' 10' { 36a �' PROPOSED GRADE 355 GRAVEL FILL TO REPIAC TOPSOIL &SUBSOIL AS REQUIRED BY THE TOWN SANITARIAR, 3501 TH 12-2 EXISTING GRADE PROFILE A -A VERT: 1" = 5' HORZ: 1" = 10' TH-18 365 0-rDARK BROwN IL 8-37'" ORANGE -BROWN SILTY LOAM 37-61"TAN MODERATELY COMPACT SANDY L04M WITH GRAVEL LEDGE AT 6171, NO GROUNDWATER, MOTTLING AT 39" 360 TH -19 0-8" DARK BROWN TOPSOIL 8-23" ORANGE -BROWN FINE SANDY LOAM 23-60"TAN COARSE -MEDIUM SAND AND GRAVEL POSSIBLE LEDGE AT 600, GROUNDWATER AT 60", NO MOTTLING TH-20 355 0-6" DARK BROWN TOPSOIL 6-48" ORANGE -BROWN FINE SANDY LOAM REFUSAL AT 48", NO GROUNDWATER, NO MOTTLING TH-21 0-4" DARK BROWN TOPSOIL _ 350 51585" AN MODERATELY COMGE-BROWIV FINE PACT SADY ND LOAMGRAVR W/TH SOME GRAVEL NO LEDGE, GROUNDWATER AT 550, MOTTLING AT 51 " NOTE: _ _ IRON RIN RECOVERED 10 ' 1. VERTICAL DATUM SCALED FROM SUBDIVISION PLAN AND IS NOT ACCURATELY - $M aA TOP IP TIED TO CONNECTICUT GEODETIC SURVEY OR NGVD. EL 338.75 2. SITE UNE IS UMRED (NORTHBOUND LANE) FROM EXISTING WOODS ROAD SITE UNE IMPROVEMENTS SHOULD BE INVESTIGATED. 41 PERC TEST PERFORMED BY UNCAS HEALTH DISiRIC4 RUN BY: DAVE COJGHLJN SEPTIC SYSTEM INVERTS RAp.F(`TR'Nnn-v2-r%7/28/00 A ON: 57/28/ .� •� footing drains or sump outlets are for the sole purpose of ensuring that no conflict exists between such drains and the sanitary system. It shall be the sole responsibA ty of the owner and his or her contractor to determine the odequvcy of any such elevations and drains intended to protect the basement from water incursion and/or seepage 14. All septic tanks installed after July 1, 2000 shall conform with the revised Connecticut Public Health Code(Jan. 1, 2000) PROPOSED SEPTIC SvLTEM DESIGN WILLIAM& PATRICIA BEATON � 645 FIRE ST. 3' 1[ON1'VILLB, CONNECTICUT 06353 SCALE: 1" = 20' DATE: OCT. 11 2000 REV: 12114/00 1/15/01 � D.IY. GER ry ENGINEERING LLC P.O. BOX 539 WATERFORD, TEL 860-442-2201 17 AVERS' LANE CONNECTICUT 06385 JOB NO. 00-125 D1I •s/C:/ZPWIN/bJUW.r VCS/SS/OOI25SS.DWC PT:1 DEPTH: 21" A -.SIN. INVERT AT FOUNDATION = 362.80' TIME MEAS. DROP RATE � 2:59 9 B -INVERT INTO TANK = 3+62,25' 3:09 12 1/2 3 1/2 2.86 f.„f 3:19 14 1/2 2 5.00 �m C -INVERT OUT OF TANK= 3s2. DO' 3:29 15 3/4 1 1/4 8.00 3:44 17 1 1/4 12.00- 2.00-D-BOTTOM D-BOTTOMUPPER GALLERIES = 360.00" 3:59 17 3/4 3/4 20.00 - E -BOTTOM LONER GALLERIES - 357.25 # PERC TEST PERFORMED BY UNCAS HEALTH DISTRICT ON 8/18/89 AND 8/22/89 TRIS PTS 1S TSI ORtCDNU Ott OF TSa ZN== 1801IFTAlNS PROJECT: 00-125 Som 0 . AU GVPIXS AM FOR USX OF TBI CLMYT'. PT:1A DEPTH:30" RATE 6.0 MIN./IN. No aoms of TEw Pug mAr w mAu wnwoUr TBI Psmsaw of TBI ► , NSR M MS AN VAM FIIBOUT TM ONO fIL SAU AM S=U = N TSI E111CI UXIL footing drains or sump outlets are for the sole purpose of ensuring that no conflict exists between such drains and the sanitary system. It shall be the sole responsibA ty of the owner and his or her contractor to determine the odequvcy of any such elevations and drains intended to protect the basement from water incursion and/or seepage 14. All septic tanks installed after July 1, 2000 shall conform with the revised Connecticut Public Health Code(Jan. 1, 2000) PROPOSED SEPTIC SvLTEM DESIGN WILLIAM& PATRICIA BEATON � 645 FIRE ST. 3' 1[ON1'VILLB, CONNECTICUT 06353 SCALE: 1" = 20' DATE: OCT. 11 2000 REV: 12114/00 1/15/01 � D.IY. GER ry ENGINEERING LLC P.O. BOX 539 WATERFORD, TEL 860-442-2201 17 AVERS' LANE CONNECTICUT 06385 JOB NO. 00-125 D1I •s/C:/ZPWIN/bJUW.r VCS/SS/OOI25SS.DWC