SW6200204_Planset_20200303

SITE DEVELOPMENT PLANS
PROPERTY OF SCHULTZ RENTALS
McLAUGHLIN TOWNSHIP
HOKE COUNTY
JANUARY 2020
INDEX OF DRAWINGS
COVER
SP1 — EXISTING CONDITIONS
SP2 — EROSION CONTROL PLAN
SP3 — EROSION CONTROL DETAILS
SP4 — GROUND STABLIZATION NOTES
SP4a—
SELF—
INSPECTION,
RECORDKEEPING
AND REPORTING
SP5
— SITE,
UTILITY
AND
DRAINAGE
PLAN
SP6 — DRAINAGE AREAS AND DETAILS
SP7 — PROFILES AND CONSTRUCTION DETAILS
SP8 — CONSTRUCTION DETAILS
SP9 — CONSTRUCTION DETAILS
OWNER/DEVELOPER
ED SCHULTZ
SCHULTZ RENTALS 1, LLC
4780 SHAVANO DRIVE
WI N D SOR, CO 80550
910— 476— 8488
[e-mail]
ENGINEER
GEORGE M. ROSE, P.E.
P.O. BOX 53441
FAYETTEVILLE, NC 28305
910-977-5822
grose9295©gmail.com
♦e -
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AL H L OKE COUNTY STANDARDS AND SPECIFICATIONS.
THE CONTRACTOR MUST CONTACT THE NORTH CAROLINA CALL CENTER AT 1-800-632-4949 PRIOR TO DIGGING IN ORDER TO LOCATE ALL EXISTING UTILITIES. _15 Zo;

2-10-20 9GHULTZ 5PELLING
N FED EX Q
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EDITH M. NEWTON
DO 536 PG 662 -�
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NOTES
I. TOTAL AREA IN OVERALL TRACT=3-13,645 5F = 858 ACRES
TOTAL AREA IN PHASE ONE = 105,150 SF = 2.45 ACRES
2. OWNER/DEVELOPERt
SCHULTZ RENTALS I, LLG
4780 5HAVANO DRIVE
WIND50R, CO 50550
odd lechlro57®yahoo.Gom
g 10-4-16-8488
3. REFERENGE: DB 12-13 P6 20g
4. PIN NO: 411466010I007, 4g4660101016, 4g4660101015
5. EXISTING IMPERVIOUS SURFAGE5i
ASPHALT 64,613 5F
GONGRETE 11,7g3 5F
GRAVEL 16,188 5F
TOTAL = g2,854 5F = 2.15 ACRES
S 00 010'40'' N 216.011
494660301003
EDITH M. NEWTON
DB 536 PG b82
11
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N 000101Icl" E c112,131
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DATE: DEC 2019
DRAWN BY: GMR
CHECKED: GMR
SCALE: NOT
SHEET N0.
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DOTES
I. TOTAL AREA IN OVERALL TRACT=3-13,645 5F = 8.58 ACRES
TOTAL AREA IN PHASE ONE = 105,750 SF = 2.45 ACRES
2. OWNER/DEVELOPER:
SCHULTZ RENTALS 1, LLG
4-l80 SHAVANO DRIVE
WINDSOR, GO 80550
eddlechlro57®yahoo.com
qlO-476-8488
3. REFERENCE: DB 1275 PG 20q
4. PIN NO- 4a4660101007, 4g4660101016, 4g4660101015
5. EXISTING IMPERVIOUS SURFACES:
ASPHALT 64,873 5F
CONCRETE 11,7g3 5F
GRAVEL 16,188 5F
TOTAL = g2,854 5F = 2.15 ACRES
6. ALL GON5TRUCTION TO BE IN ACCORDANCE WITH ALL
HOKE COUNTY STANDARDS AND SPECIFICATIONS.
7. THE CONTRACTOR MUST GOONTAGT THE NORTH CAROLINA GALL CENTER
AT 800-632-4g4q PRIOR TO DIGGING IN ORDER TO LOCATE ALL
EXISTING UTILITIES.
8. ALL BASE, PAVING AND CONCRETE IN NODOT R/W TO BE
PFR Ne',n )T a,PFe'JFIf ATIr)N4 TURN I AW PAVINr7 c,PFrJr-lr.ATIl7NGi ARF•
VICINITY MAP
N!7 S�:AI F
LEGEND
TA 251.90 NEW TOP OF ASPHALT ELEVATION
TG 253.60 NEW TOP OF CURB ELEVATION
GR TOP OF GRATE ELEVATION
Q STORM OR 5EWER MANHOLE
GI CURB INLET
EIP EXIST IRON PIPE (PROPERTY CORNER)
GP COMPUTED POINT (PROPERTY CORNER)
PP EXISTING POWER POLE:
EXISTING GUY WIRE
- - - OHE- EXISTING OVERHEAD ELECTRIC
EXISTING CONTOUR
252 PROPOSED FINISHED CONTOUR
---�-°�- EXISTING NATURAL 6A5 LINE
NOTE: PHASE ONE GONSTRUGTION LIMITS
ARE THE PROPERTY BOUNDARIES
DISTURBED AREA = 2.45 AGRES
EOP - - - - --
R/N - --- - - - - - - - --
PUMP STATION
48" OIA X gib" NET WELL
RIM 249.00
INV NET WELL 241.00
INV IN (59 245.00
SEE DETAILS SHEET SP8
SKIMMER PIPE
OUTLET
5' 5ILT FENCE OPENING
BAFFLES
SEE DETAIL SHEET 5P3
GONSTRUGTION LIMITS
PROPERTY BOUNDARY HERE
4CI4660101000
RR-P5P OF FAT ETTEVI�LE
DB -168 PG Gb7
HATGHED AREA DEPICTS
TEMPORARY SKIMMER BA51N
62' X 150' X 3' DEEP
N
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4'x4' RIP RAP
OUTLET PROTECTION
GON5TRUGTION 5 QUENGE:
1. INSTALL CONSTRUCTION ENTRANCE.
2. CONTACT DENR LAND QUALITY AT q10-433-3300 BEFORE
BEGINNING ANY ADDITIONAL WORK ON THE SITE.
3. PERFORM MINIMUM NECESSARY GRADING TO PREPARE THE TEMPORARY
SKIMMER BASIN.
5. INSTALL ALL SEDIMENTATION AND EROSION CONTROL MEASURES AS
INDICATED ON THE PLAN.
6. SITE ROUGH GRADING OPERATIONS.
-1. INSTALL SANITARY SEWER SERVICE, FIRE LINE AND WATER SERVICE.
6. INSTALL STORM DRAINAGE AND INLET PROTECTION DEVIGE5.
a. FINE GRADE PARKING AREAS, INSTALL CURB AND GUTTER AND PAVING.
10. REMOVAL OF SEDIMENT FROM BASIN AREAS.
11. CONSTRUCT INFILTRATION BASIN.
12. FINAL 5EEDING AND LANDSCAPING.
PERMANENT GROUND COVER SHOULD BE PROVIDED FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR q0 CALENDAR DAYS (WHICHEVER
15 5HORTER) FOLLOWING THE COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
INLET PROTECTION
5F TEMPORARY SILT FENCE
CC<CCCCCC«« C< TEMPORARY DIVERSON BERM
--•-•- CONSTRUCTION LIMITS
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z q �, EXISTING SS MH-El
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INV OUT 248.36
Q--------------�- � INV IN 248.46
--EXISTING SS �QRGE MAIN
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-------------------------- ' _Ta ------ of
GONSTRUGTkON LIMITS ---_------------------------_---_-_-----
INCLUDE TURN LANE .,------- `z
PROPERTY ON5TRUGTION
HERE ' � � .\ CONSTRUCTION LIMITS I�
1 � I I G, Al--) I � A r_: r-:: /-l1 c? r--) C) ll lL t--) � 111,486 SF = 2.56 ACRES O
11 NEW MH-2
55.30 lly--1 E
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UTILITY PROFILE A `. 1 1+26.50 NEW MH-1
\ I 'RIM 257.00
222.b1 LF NEW W SDR-26 PVG S.S. AT 0.4096 INV IN 24q.06
. .: ..�.�.�.�.�.�..�._...�.1.�.�. INV OUT 248.gb
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ER05ION GONTROL PLAN
5GALE I" = 30'
30 15 0 30 so
SCALE IN FEET
3+82.00 NEW MH-3
RIM 250.00
INV oyr 250.1a
INV INf FM 250.50
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CONSTRUCTION LIMIT5
PROPERTY BOUNDARY HERE
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POWER OF DELIVERANCE
COMMUNITY CHURCH
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2-10-20 SGHULTZ 5PELLIN6
2-I5-20 EXTEND BERM TO 5F
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DATE: DEC 2019
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CHECKED: GMR
SCALE: NOTED
SHEET NO.
SP2

CONSTRUCTION I. REMOVE AND PROPERLY D:5P05E OF ALL TREES,
5PEGIFIGATION5, 511 5_iUMF5. AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM 60N5TRUCTED CROSS,
5EGTION MEETS ALL DESIGN REGFJIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE 15 NOT LOWER
AT ANY POINT THAN THE DESIGN ELEVATION PLUS
I:OMP#r TED 2' MK,
THE SPECIFIED SETTLEMENT.
SOIL
4. PROVIDE 5UFFICIENT ROOM AROUND DIVER51ON5 TO
PERMIT MACHINE RE6RAtPl" AND GLEANOOT,
5. VEGETATE THE RI D&E IMMEDIATELY AFTER CONSTRUCTION.
';.. A'. �! ;:; ." "-�'�';?:' "a"•,'`
la" MIN. f
UNLESS It WILL REMAIN IN PLACE LE55 THAN 30 viol b
DAY5.
MAINTENANCE, I. INSPECT SONCE A NEEK AND AFTER
EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM
FLOW AREA AND REPAIR r-e IPIVFR51ON RIDGE. CAREFULLY
6' TYPICAL
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
WHEN THE AREA PROTECTED 15 PERMANENTLY STABILIZED.
REMOVE THE III AND THE CHANNEL TO BLENL7 WITH THE
NATARAL GROUND LEVEL AND STABILIZE IT APPROPRIATELY,
TEMPORARY DIVER51ON/TOPSOIL STORAGE DETAIL
ND 5CALE
TEMPORARY
SEEDING SPECIFICATIONS:
Table 6.IOa Temporary Seedlrg Recommendations
For Late Winter and Eorlj 5 rin
Seeding Mixture
specie$ Rates (Ib/acre)
Rye (gralrJ 120
Annual leepedsza (Kobe in
Piedmi and Goa»kal Plon,
Korean In Mountains) 50
5eedinq Notes
Omlk annual laspedezo when duratlan OF temporary cover is not to
extend beyond June.
5eedinq dates
Mountains - Above 2500 ft; Fab €5 - May 15
Slalom 2500 ftI Feb I - Holy I
Piedmont - Jan. I - May I
Coastal Plain - Dec. I - Apr. 15
5oll amendments
Follow reccmmendotlons OF soli tests or apply 2= Ib/acrs grand
agricultural limestone and T50 Ib/acre 10-10-10 fartlElzen
Mulch
4 I h e n wlasphalt, Epp y ,GOO b/acr• Straw, Avc rA^ tram pN tacWC� kin
nottln or a fi anchoring tool, A disk Hith bip(Je9 9et nearly
g n I etral ht con be used as a mu ch anchoring tool.
9 g
Maintenance
ReFertillze IF growth h not Fully adequate. Reseed, referLlilza and m,ich
Immediately Folloming erosion or other damage.
Table 6.101p Temporary Seeding
meCommenaaclon5 Tor mummer
5eecdlnq Mixture
5peGIe5 Rates (Ill
Berman II m at 40
511 Notes
In the Piedmont s MIp smell -stemmed 5uda�q-o�
may be avostltutsd at a rate of W Ib/acre.
5eedinq dates
Mountains - May 15 - A,g. 15
Pledmant - May I - Pug. 15
Coastal Plain - Apr, 15 - Aug. 15
5oll amendments
Follom recommendations of sall teats or apply
2000 lb/acre ground agricultural ITmestone
and 750 ib/acre 10-10-10 fertilizer,
Mulch
Apply 4,000 Ilai straw. Anchor strain by tacking
wlth copholt ratting, Or a mulch anchoring tool,
A Itsk mRh blades set nearly stralght can be used
as a mi anehorHg tool.
Maintenance
R•Pertilize if growth la not Fully pdegvoke. Reseed,
relartillza and mulch Immediately FOIIOHN ar00i
or other damage.
I able 0.1 C16 1orl Ury=eeo lnq
Recommendations For Foll
5eedtng Mixture
Species Rates (Ib/acre)
Rye (grain) 120
5eeding dates
Mountains - Aug. 15 - Dec. 15
coastal Plain s Pladmank - Aug, 15 - Dec. 3O
5011 amendments
Follow soll tests or apply 2A00 Ib/acre ground
agrlculturdl limestone and 1,000 Ib/acre
I0-IO-1O ferthlzer.
Mulch
Apply 4DOC 10facre straw. Archer straw ty tacking
mlt aspholt, netting or a mulch anchoring
tool, A disk with blades Sat nearly straight
Gan be used bed mulch anchoring tool.
MO Interol
Repair and rolartgize damaged areas hnm"Icitely. Topdre
with 50 Ib/acre of nitrogen M March if It is naccossary to
extend temporary cover beyond .one 15, overseed
with 50 Ib/acre Kobe (Piedmont and Coastal
PIa1n) ar Korean (Movntalne) Isspedaza M
Late February or early March.
SEEDING SPECS.
FOR EROSION CONTROL -
EROSION CONTROL SHALL BE PERFORMED AS DETAILED IN THE STANDARD SPEC-
IFICATIONS FOR ROAD AND STRUCTURES. JULY 1, 1900
THE USE OF TEMPORARY EROSION CONTROL MEASURES SHALL BE INCLUDED TO
PREVENT SILTATION OF WATERWAYS AND ADJACENT PROPERTY. THE USE OF SILT
BASINS, AND TEMPORARY SEEDING, AND MULCHING, AS NEEDED
IS RECOMMENDED.
GROUND STABIUZATION OF PERIMETER AREAS AHD SLOPE$ GREATER THAN 3:1
SHALL OCCUR WITHIN 7 DAYS. DITCHES AND DIVERSION BERMS SHALL BE
STABILIZED WITHIN 7 DAYS.
PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED
WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER
15 SHORTER) FOLLOWING COMPLETION OF CONSTRUCION OR DEVELOPMENT.
PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE
COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES.
IN ANY EVENT, SLOPES LEFT EXPOSED WILL WITHIN 7 AND 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
R WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES. 0 STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
PERMANENT EROSION CONTROL SHALL BE PERFORMED AS FOLLOWS:
1. ALL DISTURBED AREAS SHALL BE DRESSED TO TYPICAL SECTIONS AND PLOWED TO A
DEPTH OF 5" IN . THE TOP 2"IN. SHALL BE PULVERIZED TO PROVIDE A UNIFORM
SEEDBED. (NOTE (IN).
SHOULD BE APPLED BEFORE PLOWING OPERATION.)
2. LIME, SEED, AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO
GIVE UNIFORM DISTRIBUTION OF THESE MATMMLALS. THE HAN�D� �BUCKET METHOD IS
NOT ACCEPTABLE. FOLLOWING ARE RATES AND TYPES OF MMIERU,LS TO BE APPLIED
PER ACRE: 001 TALL FESCUE
5D# PENSACOLA BAHIAGRASS
301 SERICEA L.ESPEDEZA
100 KOBE LESPEDEZA
3.000-5.0000 LIMESTONE
1,Doof to-lo-10 FERTILIZER
BEST SEEDING DATES: POSSIBLE SEEDING DATES:
FEB, 15 - MAR, 20 FEB, 15 - APR. 30
SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 30
OR
2000 TALL FESCUE (BLEND OF 2 OR 3 IMPROVED VARIETIES)
250 RYE (GRAIN)
3.000-5,000/ UMESTDNE
1,000) 10-10-10 FERTILIZER
BEST SEEDING DATES: POSSIBLE SEEDING DATES:
SEPT. 15 - OCT. 15 SEPT. 1 - OCT. 31
FEB, 15 - APR. 30
3. SE,Wr;D AREA SHALE. BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED.
4, GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH BASE.
THE GROUND SHOULD NOT BE VISIBLE WHEN RIDING BY A MULCHED AREA IF li
PER APPUCA71ON IS ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS
A UNIFORM COVERAGE IS EXPECTED.
S. MULCHED AREA SHALL BE TACKED WITH ASPHALT SUFFICIENT TO HOLD STRAW IN
PLACE.
6. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE
DITCH EROSION. USE OF JUTE MASH. EXCELSIOR MATTING, OR FIBERGLASS RO'NNG
IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING
OPERATION.
GENERAL EROSION AND
SEDIMENT CONTROL NOTES:
I. Uf4Xr,% OTHERWISE INDICATED. ALL VE6ETATIVE NO
5 ION I TI TRUiT11FiA,L ERGS AND 9!'R F7�1T CONTROL ERA! GE5
WILL @E CONSTRUCTED AND MAINTAINED ACGORDINS TO
HINIMIM' STANDAFil AND SPECIFICATIONS OF THE NOFZ74
GAROLINA EIRCKAOIN AND swil •1T CONTROL HANDDOCJK
2. A COPY OF THE ,APPROYFD 5RkO ION AND SEDIMENT C4t1TROL
PLAN 50ALL BE MAINTAINED ON THE 517E AT ALL TIMM
3. CONTRACTOR 15 RESPONSIBLE FOR INSTALLATOM OF ANY
ADDITIONAL CoNTRO3. MEASURES tEC -55ARY TO PlItil T
EROSION AND SEDII-ENTATIO14 AS DETERMINED BY THE
PLAN APPROVINII AITHORIT'i
4. CONTTtYTOR SHALL INSPECT ALL CONTROL T1EA,511RE5
MMKLY AND AFTER EACH EVENT.
ANY N15GE5ll REPAIRS OR CLEANUP TO
MAINTAIN THE EPPECTIVdE55 OF THE EROSION
CONTROL DEVICES 5hi BE MADE IMMEDIA7T3Y.
5. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARINS.
6. THE PLAN APPROVINb AUTHORITY WILL BE NOTIFIED ONE hEEK
PRIOR TO THE PRECON5TRLCTION CONFERENCE, ONE YAK
PRIOR TO THE OF LAND DI5TUR9IIJ6 ACTIVITY,
AND ONE Y>ffK PRIOR TO PAL INSPECTION.
T. GONTRAGTOR SHALL SEED AID MALH WITHIN DAY OF INITIAL
DMIURAAJIGE AND IN NO CASE 5hi OVER 1000 FFE-r BE
LEFT UFL9®® AND IMMA.C♦'IED AT ANY ONE TIME.
b. SEDIMENT FENCES SHALL 15E REHOV® FROM
THE 517E m; EN 69A551N( 15 AG41i AND
STABILIZATION 15 COMIPLETE.
GENERAL MAINTENANCE REGU I REMENTS:
I. ALL EROSION CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLONIN6 EVERY RUNOFF -PRODUCING
RAINFALL BUT IN NO CASE LE55 THAN ONCE EVERY NEEK. ANY
NEEDED REPAIRS HILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DE5IGNED.
2, ALL 5EEDED AREAS HILL BE FERTILIZED, RE5I=EDED A5 NEGE55ARY,
AND MULCHED ACGORDING TO SPECIFICATIONS IN THE VEGETATION
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
51"1
Post
Z4'
wirn
The Slicing Method
P1 axtr»wi
71'
KNIT !Pin iG:
,oe-
n• m.,.. bin cr's•Vi M•m
,Winn-n w• M u•,
FLOW
flEYI
Pon H:
x„a�:u.,rx:,.•m
awn uwuggF.r
a+,ra
,,..,
No mom ■hers 24• ofa W febri
is sllaw•d shore ground
cross-Scctioh
Yew
fa¢rrc BsekilN trench
thorvughly
uLe
Ups14,
In
i
.............. .................. rap d Fadc
Lon 4
I
svaw
,VIACwMFM all
• Gd1•, k3i d pcol I t wa•t
• asr Male L•t e•+ Pea al Ann Ise ,w Floe
•Fu■F•••Ocn i•sr. ou+culsp Aorw Luscaiirh
a rMJr,•,rn el I'aP.F1ix.1,
•eery!sac-msnn swn•aw.eurwiwx+
e_c�M Poll a v,11+ .
Roll or sw fence
IipriLmrYgicMapulM `JchLp [xrxN,
tx Wd-hl
Vtlrbtaly plaW is not acCopi le bdCA1,50 oT rxxUz "ai
::"'t
xaxkz
rxlrz
�.nml�nx.kv-
Fmc
1
I
Carthplebd N•Mfpllan
TEMPORARY SILT FENCE
NO SCALE
RISER STRUCTURE
3 SKIMMER (SIZE VAR.)
STEEL POSTS (QUANTITY VAR.)
/EMBANKMENT
PLASTIC SLOPE DRAIN PIPE �� r / STONE ENERGY
(PRACTICE STANDARD6.32) 111��� DISSIPATOR
OR /
GEOTEX7ILE LINING
TEMPORARY OR �\
PERMANENT DITCH
ROPE
` EMERGENCY SPILLWAY
COIR FIBER BAFFLES � //'
(PRACTICE STANDARD 6,65) STONE PAD 0
PLAN VIEW {below skimmer)
WOOD STAKE
OR METAL POST
TOP OFEMBANKMENI
RISER STRUCTURE
1'MIN, y'; I'Ct..'C .
TRASH RACK �—EMERGENCY SPILLWAY
FREEBOARD- �; �� I �,r
1, MIN. PY. ��I=i1�_2llmll11 laIII:r N1l= 7
SKIMMER ti5-Fi ll1 tH111111 IIi11VICIl IVl 1i11 1_Z5_III
S�TS�O'0F
a3' IB�ilr�l �Jrll�11 �llv 11�3Jill
`lIi�1rH�1174pIi�11 hr�1
., ^1 �1 ��fi�llfi�lll �li1 �111 rlul=fill �1111All 11
:4' BARREL
PIPE
a
CLASS 5STONE PAD CUT-OFF ANTi-SEEP
i4' X 4' X V MIN.) ANTIFL.OTATION BLOCK SECTIONAL VIEW TRENCH COLLAR STABILIZED
2' DEEP OUTLET O
1.1
NOTES
1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
2. INSTALL A MINIMUM OF 3 COI FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6,65. r�s
a 3. INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN,
4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING. NOT TO SCALE e
�o
a
Figure 6.61d Sediment Basin (with Riser Barrel Pipe) y
SEDIMENT/SKIMMER BASIN DETAIL
NO SGALE
LOCATION
A TEMPORARY CONSTRUCTION EXIT SHALL e5 LOCATED AT EVERY
ACCESS/OGRESS POINT OF THE CONSTRUCTION SITE WHERE EQUIPMENT
AND/OR TRAFFIC LEAVES THE CONSTRUCTION AREA AND ENTERS A PUBLIC
ROAD OR EXISTING PAVED AREA OF THE SITE WHICH 15 NOT INVOLVED IN
THE CURRENT PROJECT.
SIZE
WiOTH - THE TEMPORARY CONSTRUCTION EXIT SHALL HAVE A MINIMUM
WIDTH OF 12 FEET BUT SHALL NOT BE LESS THAN THE FULL WIDTH OF THE
VEHICULAR ACCESS AREA.
LENGTH - MINIMUM LENGTH OF 25 FEET.
DEPTH - MINIMUM 6 INCHES.
MAINTENANCE REQUIREMENTS
THE TEMPORARY CONSTRUCTION EXIT SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR THE FLOW OF MUD ONTO
PUBLIC RIGHTS -OF -WAY OR UNDISTURBED PAVED AREAS. THE EXIT MAY
RERUIRE PG^RIODIC DRESSING WITH FRESH AND CLEAN 2-INCH STONE
AS CONDITIONS DICTATE. ALL MATERIALS (MUD, SOIL, SEDIMENT, ETC)
SPILLED, DROPPED, WASHED, OR TRACKED FROM THE CONSTRUCTION AREA
ONTO ROADWAYS AND OTHER PAVED AREAS SHALL BE REMOVED IMMEDIATELY.
GENERAL
WHEELS MUST BE CLEANED TO REMOVE MUD AND OTHER DEBRIS PRIOR TO
ENTERING ONTO PAVED AREAS. WHEN WASHING OF EQUIPMENT AND/CR
VEHICLES 15 REQUIRED, IT SHALL BE DONE IN AN AREA S1ABIL12ED WITH
CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR
SEDIMENT BASIN.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NO SCALE.
SILT FENCE - Practice 1i
Constructlan Specifications
MATERIALS
1. Use a synthetic Filter fabric of at least g5F6 by weight of polyoleFlne or polyester.
whcA I9 certified by the manufacturer Or supplier as canForming to the requirements In
A5TM D 6461, which Is shown In part In table 6b2b, synthetic FAer fabric eiwuld
col ultraviolet ray Inhlbltora and stabilizers to provide a mill of 6 months of
expected usable construction Ilfe at a tsmparatur'e rungs OF 0 to 1207 F.
2. Ensure that posts for sediment fences are 1." 161 Ft steel with a minimum length
of 5 Feet. Make sure that steel posts have projections to Facilitate Fostorl the Fabric.
3. For ralnForcament of standard strength Filter fabric, use wire Fence with a minimum 14
gauge and a maximum mesh spooling of 6 Inches,
CONSTRUCTION
I, Construct the sediment barrier of standard strength or extra strength synthetic fllter
fabrics.
2.Ensure that the height OF the small Fence does not exceed 24 inches amve the
grad surface. (Higher Fance5 may Impound volumes OF water sufficient to cause
Failure of the structureJ
3.Construct the filter Fabric from a continuous roll cut to the length of the barrier to
avoid joints. When joints are necessary, securely fasten the Filter cloth only at a support
post with 4 Feet minimum overlap to the next post.
4.5uppol standard Strength Filial fabr•lc Py wino mesh fastened socuo"apethe
aide of the poake, Extend the wire mesh aupport to the bottom of the trench. Fasten the
wire reinforcement, then Fauna or the upslope side of Line fence post. mire or plot zip
ties should hove minlnum 50 pound tensile strength.
5. LN•ten a wire mesh support farce 15 used, space poets a maximum of 6 feet apart.
Support posts should be driven securely Into the ground a minimum of 24 Inches,
6. Extra strength Filter fabric with 6 Peet poet apocing doss not requra wine mesh support
Fence. securely fasten the Filter Fadrlc directly to posts. Aire or plookic zip VI should
have minimum 50 pound temlle strength.
1Excavate a trench approximately .motay4 Inches wide ore 6 Inches ViseP along the roPaxd
line of pasta and upslop. from this barrier (Figure 6.62aI.
A.11 12 Inches of the Fabric along the bottom Ond side OF the trench.
a. Bal 111 the trench with soli placed over the Filter Fabric and compact. Thorough
compaction OF the bocklll Is c 11:l al to slit fence pPrFormance.
10. DO not attach Filter fabric to axle" trees -
SEDIMENT FENCE INSTALLATION U5114.57HE 5LIGINGMETHOD
Instead OF excavating a trench, placing Fab••1c and then bockflllhg Tench, sediment Fence
may be Installed using specially designed equipment that hearts the fabric into a cut
611406 in the graind with 0 dlsc (Figure 6.62b).
Installation 5peelficotiona
I. The base of both and posts should be at least one foot higher than the middle of the
fence Check with a level If necessary.
2.Ins:ali posts 4 feet apart in critical areas and 6 Feet apart an standard cippllcatons,
5. InetalI posts 2 feek deep on the downstreom side of the silk Fence, and as close as
pooelble to the fabric, enabilng posts to support the Fatxlc Fran upstream water pressure.
4. Ins:ah posts with the All Facing away Fran the silt fabr ll
5, Attach the fabric to each poet with three ties , all spaced withln the top 5 Niches of the
folal Attach each tie diagonally 45 degrees through the Fabric, with each puncture at
least I inch vertically cxfonl. Also, each U6 should 60 positioned W hang on a post nipple
when tightened to prevent sagging.
6.htrcp opproxlim iy 6 Inches of Fabric around the and posts and secure wEh 3 LIPS,
1. No more than 24 Inches OF a 36 inch fabric fa allowed above ground level.
B. The Installation should be checked and corrected Far any deviations before
compaction,
q. Compaction is vitally ImportanC For effective results. Compact the *all Immediately
next to the silt feriae Fable with the front wheel OF the kroctor, ik3d steer, Or raller
axerting at least 60 pounds par square inch. Compact the upstream aide first, and then
each side twice For a total of 4 trips.
Maintenance
Inspect sediment Forces at least oce a meek anc4 after each rair
l Mats only
repo.ra Immedlotely, 51 the Fabric of a iadiment Fence collapse, tear, decampiol Or
became Ineffective, replace It promptly. Remove sediment deposits as necessary to
provide adequate storage volume For the next rain and to reduce pressure on the fence.
Take care to avoid undermining the Fence during clecnout, Remove all fencing materlale
and unstable sediment deposits Ono bring the area to grade and stabilize It after the
contributing drainage area has been properly stabilized.
`x x
,4'-0" MAX. 5PAGI149 I COCONUT FIBER I ME5H
PROPERTIES BELOW
5' 5TEEL
FL
5" X 6" TRENCH
3AGKFILL AND GOMPAC
'ENGE AND FABRIC
3URIE12 IN TRENCH
THICKNESS
0.50" MIN.
TENSILE 57REN57H (WET)
40OY600 1-15/1 T MIN.
ELONGATION (WET)
ball MAX.
FLOW VELOCITY
10-12 111
VIEOHT
20 1 MIN,
MINIMUM WIDTH
6.5 FEET
OPEN AREA
50% MAX.
K5 I MMEg_ Q6S I N GON5T&UGTI ON SE1G I F I CATI ON5:
I. CLEAR, GRUB AND STRIIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION
AND ROOT MAT. REMOVE ALL 5URFAGE 501L CONTAINING HIGH AMOUNTS OF ORGANIC
MATTER AND 5TOGKPILE OR DISPOSE OF IT PROPERLY. PLACE TEMPORARY
SEDIMENT CONTROL MEASURES BELOW BA51N A5 NEEDED.
2, ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATTION,
ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO
EXCEED q INCHES, AND MACHINE COMPACT IT. OVER -FILL THE EMBANKMENT 6 INCHES TO
ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM
5ETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE 5KIMMER OR BY PROVIDING
A LOW SUPPORT UNDER THE SKIMMER OF 5TONE OR TIMBER.
4. PLACE THE BARREL ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS
MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE A5 BAGKFILL AROUND THE PIPE, PLACE
THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYER5 AND COMPACT IT UNDER AND
AROUND THE PIPE TO AT LEAST THE SAME DENSITY A5 THE ADJACENT EMBANKMENT. CARE MUST
BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION NHEN
COMPACTING UNDER THE PIPE HAUNCHES.
5. A55EMBLE THE SKIMMER FOLLOWING THE MANUFAGTURER'S INSTRUCTIONS, OR AS DESIGNED.
6, LAY THE A55EMBLEP SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE
INLET OF THE BARREL PIPE. ATTAGH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE
SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER
AND ANCHOR IT TO THE 51DE OF THE BA51N. THIS WILL BE USED TO PULL THE SKIMMER TO THE
SIDE FOR MAINTENANCE.
-1. EARTHEN 5PILLNAYS - IN5TALL THE SPILLWAY IN UNDI5TURBED 501L TO THE GREATEST EXTENT
POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DE51GN WIDTH AND ENTRANCE
AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE 5000E55FUL OPERATION OF THE 5PILLNAY.
THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLA51`I6 OR IMPERMEABLE GEOTEXTILE FABRIC.
THE FABRIC MUST BE H'DE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND
ONTO THE THE TOP OF THE DAM FOR ANCHORING IN A TRENCH, THE ED6E5 MAY BE 5EGURED KITH
8-INGH STAPLES OR PIN5. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND
EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC, MUST BE ONE PIECE, NOT JOINED OR
SPLICED; OTHERN15E WATER GAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC 15
IN51JIFFIGIENT FOR THE ENTIRE LENGTH OF THE SPELLHAY, MULTIPLE 5EGTION5, SPANNING THE
COMPLETE HIDTH MAY BE USED. THE UPPER 5EGTION(5) SHOULD OVERLAP THE LOWER 5ECTION(5)
50 THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE
FABRIC IN A TRENCH WITH 5TAPLE5 OR PINS.
8. INLETS - D15CHARGE WATER INTO THE BA51N IN A MANNER TO PREVENT EROSION. U5E TEMPORARY
SLOPE DRAINS OR DIVER51ON5 WITH OUTLET PROTECTION TO DIVERT 5EDIMENT-LADEN WATER TO
THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
CL ER051ON CONTROL - 6ON5TRUGT THE 5TRJGTURE 50 THAT THE DISTURBED AREA 6 MINIMIZED.
DIVERT SURFACE HATER ANAY FROM BARE AREA5. COMPLETE THE EMBANKMENT BEFORE THE
AREA 15 CLEARED. STABILIZE THE EMERGENCY 5PILLNAY EMBANKMENT AND ALL OTHER P15TURBEP
AREAS ABOVE THE CREST OF THE PRINCIPAL 5PILLWAY IMMEDIATEDLY AFTER CON5TRUCTION.
10, IN5TALL POROUS BAFFLES PER SECTION 6.65 OF THE NC SEDIMENTATION CONTROL MANUAL.
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE
STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE: AREA TO BLEND WITH THE ADJOINING
Al AND 5TABILIZE PROPERLY.
5K1 MMER SEV IM NT 5A51 N MA INTENANG
I. INSPECT THE BARRIER AT LEAST MEEKLY AND AFTER EACH
51GNIFIGANT (1/2 INGH OR GREATER) RAINFALL AND REPAIR
IMMEDIATELY. REMOVED 5EDIMENT AND RESTORE THE BA51N
TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES
TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE
SKIMMER TO ONE SIDE 50 THAT THE SEDIMENT UNDERNEATH
GAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE
ENTIRE BA51N, NOT JUST AROUND THE SKIMMER OR THE I'll
CELL. MAKE 5URE VEGETATION GROWING IN THE BOTTOM OF
THE BASIN DOE5 NOT HOLD DOWN THE 5KIMMER,
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED, RE -ANCHOR THE
BAFFLES IF HATER 15 FLOWING UNDERNEATH OR AROUND THEM.
3, IF THE SKIMMER 15 GLOGGED KITH TRASH AND THERE 15 HATER
IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE
SKIMMER BOB UP AND DOWN AND DISLOi THE DEBRIS AND
RESTORE THE FLOW. IF TH15 DOES NOT WORK, PULL THE 5KIMMER
OVER TO THE 51DE OF THE BA51N AND REMOVE THE DEBRI5. AL50
GHEGK THE ORIFICE INSIDE THE SKIMMER TO 5EE IF 1T 15 CLOGGED;
IF 50, REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS GLOGGi=D, THE ORIFIGE
GAN BE REMOVED AND THE 055TRUCTION CLEARED KITH A PLUMBER'S
SNAKE OR BY FLUSHING KITH WATER, BE SURE TO REPLACE THE
ORIFICE BEFORE REP051TIONING THE 5KIMMER.
5. CHECK THE FABRIC LINED 5PILLED FOR DAMAGE AND MAKE ANY
REOUIRED REPAIR5 WITH FABRIC THAT 5PAN5 THE FULL WIDTH OF
THE 5PILLNAY, CHECK THE EMBANKMENT, 5PILLNAY5 AND OUTLET
FOR PIPING AND SETTLEMENT. MAKE ALL NEGE55ARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
5KIMMER AND POOL AREA5.
6. FREEZING WEATHER GAN RESULT IN ICE FORMING IN THE BASIN,
50ME SPECIAL PRECAUTION5 SHOULD BE TAKEN IN THE HINTER TO
PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
AREA
)ppFII�jppSGl1RTTFMZMA RE A
25ASLDF SUii AREA
1
\ x
��I 1
3'-O"
2'-0"
6ROUND STABILIZATION
517E AREA
STABILIZATION
5TABILIZATION TIME
DE5CRIPTION
TIME FRAME
FRAME EX6EPTION5
PERIMETER DIKE5,
DIVERSION 15ER1,15,
5WALE5, DiTCHE5
-I DAYS
NONE
AND 5LOPE5
HIGH IOUALiTT"
WATER (Hl
7 DAY5
NONE
ZONE5
51-OPE5 5TEFF"ER
IF SLOPES ARE 10' OR
THAN 3:1
T DAYS
LE55 IN LENGTH, AND ARE
NOT STEEPER THAN 2: 1,
14 DAY5 ARE ALLOWED
5LOPE5 STEEPER
-7-DAY5 FOR SLOPES
THAN 3:I
14 DAY5
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREA5
NONE
WITH 5LOPE5 FLATTER
14 DAYS
(EXCEPT FOR
THAN 4;1
PERIMETER5 AND
HOA ZONES)
GENERAL NOTES:
L Z?RIVE 5' STEEL P05T5 AT
LEAST 24• INTO SOLID 6FOUND
AND MIN. 4' APART.
2, USE 5TAPLE5 I' APART
HORIZONTALLY AND VER71CALL"
TO ATTACH THE FILTER FABRIC TO
THE WIRE FENCE.
3. MINIMUM BAFFLE SPAGiNG 15 10'.
4. THE FLOOR OF THE BASIN IN THE
OUTLET ZONE AND BERMS 5HOUL0
BE SEEDED IMMEDIATELY AFTER THE
BA51N 15 GONSTRUGTED.
5, KEY 5AFFLE5 INTO THE SIDE SLOPES.
6. REFER TO NGEEill SECTION 6.65
FOR ADDITIONAL SPECIFIGATON5.
BAFFLE MAINTENANCE
I, INSPECT BAFFLES AT LEAST ONCE Hil AND AFTER
EACH RAINFALL, MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. MAINTAIN AGGE55 TO THE BAFFLES. REPLACE BAFFLE FABRIC
PROMPTLY SHOULD A BAFFLE GOLLAF5E, TEAR, DEGOMPOSE
OR BECOME iNEFFEGTI 'E,
3. REMOVE 5EDIMENT5 WHEN 5A51N REAG11E5 ONE-HALF FULL TO
PROVIDE ADEC2UATE 5T0ii VOUJME FOR THE NEXT RAIN
A A AND TO REDUCE PFZE55UFiE ON THE BAFFLES. TAKE RE TO
AVOID DAMAGING THE BAFFLES QJ1i GLEANOUT AND REPLAGE
IF DAMASED Mli GLEANOUT OPERATIONS. 5EDIMENT DEPTH
5HOULD NEVER EXill ONE-HALF THE DE51CPNED 57011 DEPTH.
4, AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
5TA511-1E:D, REMOVE: ALL BAFFLE MATT RIAL5 AND UN57A5LE
SEDIMENT DEPOSITS BRING THE AREA TO 6R,ADE AND STABILIZE IT.
BAFFLE DETAILS
NO SCALE
INFLOW
SKIMMER SEDIMENT BASIN
NO SCALE
NOT-5:
I. SKIMMER 15 TO BE A 5URFAGE DENATERING
DEVICE 5UCH A5 BMP SKIMMER OR APPROVED
DEVICE.
2. 5KIMMER SHOULD 815E TO LEVEL OF HEIR HEIC7HT
IN TEMPORARY BA51N OR TO R15ER INLET.
5. ROPE ATTACHED TO SKIMMER TO HELP KE7z
GLEAN.
5GHEDULE 40 PVC
RIGID FLEXIBLE JOINT
OUTLET END THROUGH
TOE OF SLOPE OF WEIR
VENT
AGGE551 BLE
THROUGH DOOR
FLOAT
RETRIEVAL ROPE
BARREL PIPE LONGER THAN SHOWN,
NOT INCLUDED WITH SKIMMER 54JPPLIED BY USER.
SKIMMER CALCULATIONS
U51NG 1' OF FREEBOARD, VOLUME OF SKIMMER BA51H B (50)(60)10.5) is 10,500 GF
FOR DRAWDOWN TIME OF 3 DAY5, a = VA
= 10500/3
= 3,500 Cr- PER DAY
DESIRED DIAMETER OF ORIFICE D = G (2310f-H-F)
TRY 2" 5K)MIMM, WITH H = 0.161 FT
D = 3500/1`2310* 0,16-1 , 5KIMMER DETAIL
D = 1.112 INCHES
USE 2-INCH DIAMETER 5KIMMER FOR BA51N5 B A G NO SCALE
t ate• �•.•.a i•
r y t •
�!.�• • i+�� (+ii �' •: •K it -
•s•� • • •
• •v • • •A•ti���•sr! • + •�%#•,a„i •a �i•••i
�!�• i�•i;i+i•��• •.•••• far• ��i��••••�
•w, • •• �. era !' . l•4. M• � I
a.�i��it�i`•w�a i +A.i'►Y�{•'+��• �i{�F �',:"L� a• R•�a...•.��i1i �. �•,4.. •�a
aa•1•'•�+s•i a+�•i aaN� •�+ �• � � •?��iri+ � iii iiii •�•a ••••
••r•t•Iy.yl•e•••• •• • ••••n• •rah A•.•�.r• ���4�p•� a.a !
•• •a •'I`i i••�••aa+;�4R»�ii���aa�4aay•i•'ii•i�i�i ai'•a s�• r�•� Ir([iia•�+'•
••a••a�•�i iYi i��ii•�i •i���iPi���i+i•�i •is�••i�'i*i • � �•+ata�i� i`•+-•• �••�
s
TEMPORARYMAINTENANCE: INSPECT DIVER510lREMOVEEVERY RAINFALL. IMMEDIATELY •
I
r REPAIR THE DIVERSION - POE.
GHEC,K OUTLETS r MAKE TIMELY REPAIRS, AS NEEDED.
THE AREA PROTECTED 15 PERMANENTLr STABILIZED,
THE RIPI ANP THE CHANNEL TO BLEND V41TH THE NATURAL
-• r LEVEL AND APPROPRIATELY
TEMPORARY
.r DIVERSION
r,
NO 5GALE
D'BL4TEWN6
I. LAY ONE BI.IX,IG ON EACH SIDE
OF THE STRUCTURE ON 175
54PE IN TFI BOTTOM ROW TO
.- WW RETE BLOCK
/
ALLOW POOL DRAINAGE. THE
FOUNDATION SHALL BE EUcf-Ali
AT LEAST 2 IW_HE5 BELOA THE
GREET Of THE STORM DRAIN.
-
PLACE THE BOTTOM ROW OP 6LOGK5
A.6AIN5T THE EDGE OP THE 5TOPM
DRAIN FOR LATERAL SUPPORT AND
-� TO AVOID WASHOUTS W-EN OVERFLOW
OCcUlli. IF HEC-EVI GIVE LATERAL
_
SUPPORT TO SllEiSEGlUl ROWS BY
PLACING 2X4 HOOD STUIDS 11 ROUGH
BLOCK OPENINGS.
7 0
Z. GAR1B19U1_LY FIT HARDWARE CLOTH OR
o00
08
r.OHIPARABLE HIRE MESH HITH 1/2-
INCH OPENINGS OVER ALL
BLOCK OPENINGS.
IV:
gags Qo 75
�a
3. USE Na'f WASHED STOW PLACED
2-INCHES BELOW THE TOP OF THE
BLOCK. MAXIM 14 SLOPE OF
8 &a oI�
c
a gam- gO
570T•E FILL SHALL 2,0
2,1 ELOPE 61 FILTER
® DEPICTED BY THIS SYMBOL
ON THE DRAWINGS.
TEMPORARY swir"ENT
POOL -.' WI1ZE 5ali VB4ATIERIhl5 MAINTENANCE: INSPECT THE BARRIER AT LEAST WEEKLY Al AFTER
EACH 516NIFIGANT (1/2" OR GREATER) RAINFALL AND
r MIN. MAKE REPAIRS AS NEGE55ARY.
2HIM. _ _ 16• REMOVE SEDIMENT A5 NEGE55ARY TO PROVIDE
ADEGUATE STORAGE VOLUME FOR 5UB5EOUENT RAINS.
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND
59viMEHT .. \� r*ZOP INLET ANY UNSTABLE SOIL, AND EITHER 5ALVA67E OR DISPOSE
HITH 6RATE OF IT PROPERLY. BRING THE 015TURBED AREA TO
PROPER GRADE, THEN SMOOTH AND GDMPACT IT.
APPROPRIATELY STABILIZE ALL BARE AREA5 AROUND
THE INLET.
f3LOGK AND ORAVEL
INLET PROTEGT I ON
NO SGALE
III too,
1q0 r,
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DRAWN BY: GMR
CHECKED: GMR
SCALE: NOTED
SHEET N0.
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REVISIONS:
2-10-20 50HULTZ 5PELLIN&
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization Permanent Stabilization
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or
other mulches and tackifiers other mulches and tackifiers
• Hydroseeding • Geotextile fabrics such as permanent soil
• Rolled erosion control products with or reinforcement matting
without temporary grass seed • Hydroseeding
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered
• Plastic sheeting with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the tmeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE
WITH LINER
to,
HIGH
COHESIVE 8&
MIN
B
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
LOW FILTRATION
SOIL BERM
Q O
O O
HIGH
10 MIL COHESIVE 6
PLASTIC LOW FILTRATION
10 MIL
7
NIGME SLOP SOIL BERM
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(TYPJ
SANDBAGS CTYPd
SILT FENCLATIE SIDE SLOP LI ING OR STAPLES
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CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE <18'X24' MEN,)
WASHOUT 1, ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR
SOLID REACHES 75% OF THE STRUCTURES
CAPACITY.
PLAN 3.CDNCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTUP
NOT TO SCALE
LSANDBAGS (TYP,) NOTES'
OR STAPLES L, ACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE <L8'X24' MIN.) 2. THE CONCRETE WASHOUT
WASHOUT STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75X OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM
ELAN 12 INCHES OF FREEBOARD,
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING ➢EVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
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SCALE: NO
SHEET NO.
SP4

REVI 10fe*
2-10-20 SCHULTZ SPELLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business_ hours)
Daily
Daily rainfall amounts.
(1) Rain gauge
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the Inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
S. Description of mzintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the pers-)n performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Porimeter of
At least once per
if visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. !Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation w to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional office per Part Ili, Section C, Item (2)(a) of this permit.
1. The phase of grading (installation of perimeter E&SC
(6) Ground
After each phase
stabilization
of grading
measures, clearing; and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. USC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevztions
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part Ill, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) ail spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an aral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actioni taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill cr release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an 3ral or electronic notification.
bypasses [40 CFR
e
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an aral or electronic notification.
with the conditions
•
Within 7calendardays, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environs,nent[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(l)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case-bv-case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
WWI.
NORTH CAROLI NA
Environmental Quality
EFFECTIVE: 04/01/19
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DATE: DEC 2019
DRAWN BY: GMR
CHECKED: GMR
SCALE: NO
SHEET NO.
SP4a

NOTES
I. TOTAL AREA IN OVERALL TRACT=3-13,645 5F = 8.58 ACRES
TOTAL AREA IN PHASE ONE = 105,150 5F = 2.43 ACRES
2, OWNER/DEVELOPER:
SCHULTZ RENTALS I, LLG
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4180 5HAVANO DRIVE
' 1
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eddlechlro5loyahoo.com
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3. REFERENCE: DB 1273 PG 209
1 1
4. PIN NO: 4C14660101007, 414660101016, 4ci4660101015
1
5. EXISTING IMPERVIOUS SURFACES:
I
I
ASPHALT 64,813 5F
i
GONGRETE 11,7a3 SF
I
GRAVEL 16,188 5F
TOTAL = c12,854 5F = 2.15 ACRES
l r ! i1
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6. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL If
HOKE COUNTY STANDARDS AND SPECIFICATIONS.
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7. THE CONTRACTOR MUST GOONTAGT THE NORTH CAROLINA GALL CENTER ��
AAE PAGIFIG PARK A550CIATE5
!` DB 115c€ PG 873
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AT 800-632-4944 PRIOR TO DIGGING IN ORDER 70 LOCATE ALL
.\ 1
EXI5TIN6 UTILITIES. 1
FED EX FAGILITI'
In
0+00 UTIL PROFILE A
8. ALL BASE, PAVING AND CONCRETE IN NGDOT R/W TO BE
PER NGDOT 5PEGIFIGATION5. TURN LANE PAVING 5PEGIFIGATION5 ARE: /
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TA 251.ciO NEW TOP OF ASPHALT ELEVATION / i - - - - _ _ _ _ - _ - _ -
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G I CURB INLET
EIP EXIST IRON PIPE (PROPERTY CORNER)
GP COMPUTED POINT (PROPERTY CORNER)
PP EXI5TIN6 POWER POLE
__ -.--------------------�eryf-------- Z
--------J`-
-
VUY EXISTINfGUY WIRE f- _ ` -
_
- - - OHE EXISTING OVERHEAD ELECTRICAL -- C
Qp
EXISTING CONTOUR / ' / Q
252 PF-OP05ED FINISHED CONTOUR Y - _ 1� _ / rn
_..-.._«.-<.._. EXISTING NATURAL 6A5 LINE ---- T - - - - -- -- --/ ---- �_---� __`y�il- �o,,,e\ --
/ - --_-_ --�-------------- ------- - - - - - - - - - - - - - - - - - - - -
- - >
____
CONSTRUCTION LIMITS / / _ / CONSTRUCTION LIMITS z > >
PROPERTY BOUNDARY HERE / _ _ _ _ _ _ U.S. 401 ODO
/WATER METERS AND BAGKFLOWS \
3+48.91 NEW MH-2
/ SEE DETAIL SHEET SPS � CONVERT EX. DI TO Gl-I 30" GAG IN R/W RIM 255.30
- - G IN R/W TG 254.25 INV IN 250.05 _
OR 253.15 - INV OUT 249.95 _ _
/ ------ - INV IN 246.74 _ rc255.08_ --- _
150 TAPER - 55 LLLA--------!! �_�----- ------ �----...--..._._---�---------------....�--
EOP------- ---- --------------- - -- --- -INV --- 246.58 - -� - �. \ / 1+26.50 NEW MH-I
NEW 8 TAPPING 5 DLE UTILITY PROFILE A
c 24q.15 8" GATE VALVE I • • RIM 257.00
24q ' - \ --- 222.61 LF NEW 5" SDR-26 PVG 5.5. AT 0.40`%
INV IN 249.06
/ TG251.50 - TG252.50� -- ------- -- ---- . 6
- - - - - - _ _ INV OUT 248
__________---------------------- ---- ye.. EXI5TING 8" 5DR-21 PVG=WATER_ II _
a
EXISTING 6" 5DR_21 PVC, WA _
-GIB- GAS- SAS---WS-GAS
�GA3 CAS -GAS AS GAS -GAS -GAS - GAS - GAS -OAS Gas -GAS GAS A'
Gn5 GAS GA GAS GAS -OAS -GAS 5 GAS -GAS -GAS -GAS -GAS CAS-AS�G GAS -pM- �QA¢ }5-pAS -�--a - - -- - - -
-- --
2s2 EGM�S �q°18'16" W 8q.8q' ERB
R/W----- - - - - - EGM / NEW I- q°20'�I" E 414 TG
TG 5 • EXIST
- 254.� - - rc 33,15 LF NEW 8 SDR-26 _. - .- FIRE HYDRANT
A /
CG 2 1.455 rc as�-r - rc 2s2.as Tc 253.15 - - - 2s3.�o - rc 2s6.2s � � oHE- .. - .. - . - . _ .. _ . - . _ . _ oH�- - _ - . _ . _
PUMP ST,4TION UTIL PROF G (8" s� INV 4 6 / 2 SD 21 G E M IN
rc r PVG 5.5. AT 0.40%
48 DIA X q6 NET WELL 83.50 LF NEW el D 26 • Tc
2 z•�o��TG
3, 0 2 ' UTIL
iTY ASE PRC s3.6o 254.00 254.
5
RIM 24q.00 PVG 5.5. y G7C,rc _
INV WET WELL 241.00 _ - 2 - �' Ar o. IN�1D .�cr _ _7�
b4 1_� " -- 2s2es---
INV IN (8"9 245.00 ?� 5096 124 LF 15 PAT 50 IN 49.40
+83.50 NEW MH- 3+98.90 NEW MH-6
SEE DETAILS SHEET 5P8 / IM 251.50 NEW DI-2 RIM 255.00
.42 251 1�V IN 24.INV OUT 24878
2o�IVOUT 2473 INV 248.18 2,
II T
/
LBORE #1
251,00
Z
PP
r
0
D
Lu
Z
z
LEE
4ci4660101006
#3
RR-P5P OF FA''ETTEVILLE
DB 768 PG G6-7
x
C�3
r
4'x4' RIP RAP
OUTLET PROTECTION
Q
Z
18 LF 24" RGP
AT 0.50% A
INV FE5 247.50
Q T T Tc TG T 54, 2 5.50
�j 2 5 2 3.60 253.90 254.35
CA
T, TG FH _ F 14 �94.45 10 2 6�
2 2,'10 255' 0 TG TG
2$5.T5
256
3+82.0(9 NEW MH-3
RIM 25b.00
INV OUT 250.15
INV IN FM 250.50
TG
255.80
i
z
O
Q
70
253 - - -
` -
IN & PROJECT
I+47.03 NEW
RIM 252.4
MH-
� UTI PROF G 20' UTILITY
5EMENTu
"
a
-
•
INV IN 24 ..
251.61, LaF Nee 8" EiDR-26 �/G 5.5. AT 0.2} .A :.' �.• a . �
a a
e• • . ' ''
61 . Tr; a
25s.65
INV Oil 4T67
- -
255.60 253. VAN
255.70•
2ss.as
FF
d293.85
12
8' TURN -DOWN GONGRETE SIDEWALK
I r
p,
N
ev
-
FF 254.66 FF 254.66
FF 255.33 FF 255.33
FF 255.55
FF 256.00
FF 256.00
FF 256.00 FF 256.00
FF 256.00
FR
FOSS
BUIL
INCH
16,500 S
TOTAL
I 2
3. 4
5
6
8 q
10 #
+
2 585 SF 1,500 SF
1,500 SF 1500 SF
1,500 SF
1500 SF
1,500 SF
1,500 SF 1,500 SF
1,560 SF T
C/o
M69
8" PLUG
2" BLOWOFF
SEE DETAIL
INV IN 8") 249.10
PHASE ONE BOUNDARY
1+52.97 NEW MH-7
RIM 252.35
INV OUT 245.38
8" 5TEP-
DOWN
TA 253.10
8 STEP-
DOWN
cro 5' TURN -DOWN GONG 51DEWALK ;;�
G/O T5 LF 10" SDR-26 PVG Gb
"T *05
TA 254.25
TA 255.50
N 8q02051" E 40q.Oq'
/
LF 9" 5Dr
AT WON
«E,s
SITE PLAN
SCALE 1 " = 50'
30 15 0 30 6o
SCALE IN FEET
2
N
GONSTRUGTION LIMITS
PROPERTY BOUNDARY HERE
494b60f01008
/
POWER OF DELIVERANCE
/
GOMMUNITY GHURGH
DB 522 PG 381
TG 256 50
Tw 257.0
25-1.0
25-7.5
_TG 255.50
TH 258.0
DRY -STACK, SPLIT -FACE
BLOCK RETAINING WALL
TYPIGAL 24" VERTIGAL GURB
0.57
0.5 �
N --� -
0.125" R
5000 PSI CONCRETE
24"
WIDTH PER PLAN
0.5" R
• 'a
3000 1751 GONGRETE
,41
+ GOMPAGTED SAND -CLAY
a.
TURN -DOWN SIDEWALK
NO 5GALE
TURN LANE P6�ZINC
SPECIFICATION
5" BASE B25.05
3" I IaB BINDER COURSE
2" 59.5 SURFACE (IN 2 EACH 1-1/2" LIFTS)
MILL OUT EXI5TIN5 EDGE OF ASPHALT 12" TO 36"
FOR TYING NEW ASPHALT TO EXISTINC7
1.5" 5F 9.5A ASPHALT
ASPHALT SEGTION
(OUTSIDE OF NGDOT R/W)
NO 50ALE
TYP I GILL 30" VERT I GAL CURB
NGDOT R/W)
0.5"R
0.125" R�
�0 5000 PSI CONCRETE 1�
" ABG STONE
COMPACTED 501L
TYPICAL 24" SPILL -OFF GURB
0.5"
PITCH I/B" PER FT
0.125" RIle
3000 PSI CONCRETE r
PITCH 5/a" T �-
24"
NOTE
DUMMY GROOVE JOINTS
EVERY 10'. EXPANSION
JOINTS EMERY 30'
TYP' I GAL CURB DETAILS
NO SCALE
E II
NOTE: NO LANDSCAPING PROPOSED IN TH15 AREA. ANY
ADDITIONAL LANDSGAPING PROP05ED MUST BE
APPROVED BY HGPU PRIOR TO GON5TRUGTION.
1" P.E. WATER LINES BY
PLUMBING CONTRACTOR
NEW P RPZA 5AGKFLOW5 IN
�I ABOVE GROUND HOT BOX
I TYP. 1-14
I I I P.E. WATER
5ERV I GES
1 1, TYP. I-12
123456'1 Bq II
\ 2" BLOWOFF IN
METER BOX
S 89 ° 20'31 " E R/W L I NE 1 3 4 5 6 1 8 4 0 11 1
�� 2" BALL VALVE
GA5 \ GAS GAS GAS y GAS GAS
EX. WATER
` - - NEW GURBLINE
NEH NATER SERV I GES
AND BAGKFLONS
SCALE I" = 10'
METER #1
SUITE 10 (3/4")
METER #2
SUITE q (5/4")
METER #3
5UITE 8 (3/4")
METER #4
SUITE 7 (3/4")
METER #5
SUITE 6 (5/4")
METER #6
51JITE 5 (3/4")
METER #7
SUITE 4 (5/4")
METER #8
SUITE 3 (5/4")
METER #q
SUITE 2 (3/4")
METER #10
SUITE 1 (5/4")
METER #11
YARD IRRIGATION (I")
METER #12
H05E B155 (3/4")
NEW 2" 5DR-21 PVC WATER
GAS GAS GAS
�<Wx2" TAPPING SADDLE
2" BALL VALVE
�sHu�u►r����
CA q
315 '
Y +
� fly U
AofN.4r'1
REVISVONS
1-20-20 A5PHALT/CURB DETL
1-31-20 TURN LANE LENGTH NOTED
2-10-20 5GHULTZ 5PELLINCv
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DATE: DEC 2019
DRAWN BY: GMR
CHECKED: GMR
SCALE: NOTED
SHEET N 0.
SPS

NA
ELEV 252
10'
NOTES: NO TREE5 TO BE LOCATED NITHIN
THE IO' AGGE55 MAINTENANCE SHELF.
SOD USED IN THE BASIN TO BE GROWN
IN NON -CLAY SOILS.
12' 1 155,
ELEV 251
ELEV 24-1
100-YR NSE 251.25
10-YR NSE 241.47
I -YR NSE 247.36
BOTTOM EL 247.0 CENTIPEDE 50D
12'
4" MIN UNIFORM WASHED SAND \
1-2% FINE5 OR LE55
UNIFORMITY GOEFFIGIENT<2 UNDISTURBED 501L
SEGT ION A -A
INFIL.TFZATION f3ASIN
NO SCALE
m
Q'
FI FV 757
N
i
r
I
1` r
r
r
r
r �
r �
' EXI57ING 55 1�QIiGE MAIN
---------------------------------__--------------- --
B -- ------------- 14---------------------------- _-------.._,.
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------ ' - U.S. 401 RAEFO 2D ,GOAD r
A6PHA T AREA
FM SF
PE I O(JIS AFMA 11
NON-BASIN
EGM
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9FTPRINT
l
0
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30
ELEV 24a
GR N
BA61N AREA
14,'119 5F
DRAINACRE AND OPEN SWAGE AF;ZE-A5
SGALE I" = 50'
50 25 0 50 100
SCALE IN FEET
-----------------------
EGM
1-2q-20 W5E IN BA51N
2-I0-20 5G-IIJLTZ 5PELLIN6
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(7)
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DATE: DEC 2019
DRAWN BY: GMR
CHECKED: GMR
SCALE: NOTED
SHEET NO.
SP6

UTILITY PROFILE G
SGALE I " = 5' VERT
SGALE I" = 30' HORI Z
260
260
i
0
v ILL
INI5HED
&RADE
NATURAL
OROUND
255
O
6
m
255
00
250
--
250
Q
G SAN.
WER AT
0.40Xi
"
-26
R-2
63-.53
SAN
LF 6" 5
SEWER AT
-
0.40%
r-
\z
r
245
5LF
„yRA�
r�
245
S
t NN
�
z
INV
IN (8") 2
45.00
-
Z
-
INV NE
NELL 241.00
0+00 0+20 0+40 0+60 0+60 1+00 1+20 1+40 1+60 I+80 2+00 2+20 2+40 2+60 2+60 3+00 3+20 5+40 3+60 3+80 4+00
UTILITY PROFILE 5
SGALE I " = 5' VERT
SGALE I" = 30' HORIZ
U-�
260
-
-1
260
�0
m4
- -
-
NATU
AL GROUND
m N
N
v
FI
I5HED CRAVECD
—
255
LL
O
__..
-
255
TURAL 6ROUND
DEPICTS
CURB
— —
+
_
250
- --
250
0 n
w
_
-
- "
MIN.
3.5'
2" FORGE
MAIN
AlN
INV IN
.50
--
2„
245
245
\IN
z
IN (8") 245.00
-
-
LJ
INV j^ET
NELL 241.00
-
0+00 0+20 0+40 0+60 0+80 1 +00 1+20 1+40 1 +60 1 +80 2+00 2+20 2+40 2+60 2+50 3+00 3+20 3+40 3+60 3+50 4+00 4+20
UTILITY PROFILE A
SGALE I" = 5' VERT
SGALE I" = 50' HORIZ
260
_
dS
ATURAL
GROUND
260
0Lu
�
+
{?
" - -
- _
m
iY
-
EX.
A5
255
-
_ _ _
255
-- -
- --
---- - ---
- -
EX. VV
tTER
-- -
0
VERIFY
DEPTH
- --
-
" FORGE
MAIN
I
V 1N 2
.50
250
8"
I
EE UTI L
OF B
250
Lt�zln;
222.
I LF 8" 5
R-26
G S.S. A
0.4055
-
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BOREtt
t-
245
N
(
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?L
35.151
LF 8" S
R-26
--
PVG
E.5. AT O
40%
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 5+20 3+40 3+60 3+80 4+00 4+20
UTILITY PROFILE D
SGALE I " = 5' VERT
SGALE I" = 30' HORIZ
260
260
----'l
255
- m
FINISHED
N
G
DE
NATURAL
GR
UND
Ln
±
of
255
+ +
07
x
W
-
250
--_
-----
---
----
-fY
250
245
Lr-
245
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0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
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DATE: DEC 2019
DRAWN BY: GMR
CHECKED: GMR
SCALE: NOTED
SHEET NO.
SP7

REV' MS
2-10-20 50HULTZ 5PELLIN6
PRE -CAST
3' MIN.
PRE -CAST
CONCRETE
CONCRETE
VALVE COLLAR —�
VALVE COLLAR
SOLID BRICK
PLACED ON
2" BRASS
COMPACTED SOIL
NIPPLE
UNDER VALVE BOX
CAST IRON VALVE BOX
(SEE DETAIL W-5) CAST IRON
2' BRASS VALVE BOX
2" SQUARE COUPLING
OPERATOR NUT (AS NEEDED)
MECHANICAL JOINT
2" 90' BRASS BEND
�" x 1' NIPPLE��
GATE VALVE
L THRUST BLOCKING
R.J. PLUG
FULL JOINT FROM TAPPED 2" NPT
LINE VALVE TO END
THRUST COLLAR NOTE
'GATE VALVES SHALL BE PLACED
(SEE W-7 FOR DETAILS) ON A 4 INCH CONCRETE BLOCK.
2"_E3LOWOFF ASSEMBLY AT LND OF WATER MAIN
N.F.S.
HOKE COUNTY REGIONAL 2 " BLOWOFF ASSEMBLY AT END
WATER SYSTEM DETAILS OF WATER MAIN
HOKE COUNTY, NORTH CAROLINA
REMOTE MOUNTED
,DUPLEX CONTROL PANEL
I I
Ji � 44
1 I If
IIC2) 2' ELECTRICAL
CONNECTION
T EY CON➢UIT SEAL
i ti CREO'D. BY OTHERS)
BOTTOM LEVEL 251,00'
Le.
CONDUIT �� 1
C48"
INLET FITTING
4, CFIELD INSTALLED)
INVERT
HIGH WATER 'ALARM' LEVEL 246.24'
4EI' ALUM, COVER FROGMOUTH HATCH
1/4' ALUMINUM 300P,S,F,
1'
MAX.
a
r 9
STORZ CAP TO
FACE STREET
o p
CJI
GATE VALVE
Z
18" MIN. AND VALVE
BOX
Q:
m1-
Mi r
1 /3 C.Y. NO.
57 WASHED
MECHANICAL JOINT
03/4"
THREADED
STONE AROUND
END W/MEGA LUG
i I
ROD (2 REQUIRED)
WEEP HOLE -�jjjjj
b" DUCTILE
2
IRON PIPE
o
WATER
MAIN
6" MJxFLG
99 BEND
CONCRETE LENGTH TO BE DETERMINED
THRUST BLOCK IN THE FIELD MECHANICAL JOINT
NOTES: MECHANICAL JOINT END W/MEGA LUG TEE W/MEGA LUG
1. FIRE HYDRANTS SHALL BE INSTALLED NO MORE THAN ONE FOOT WITHIN THE N.C.
D.O.T. RIGHT-OF-WAY.
2. THE DISTANCE FROM THE WATER MAIN TO THE FIRE HYDRANT VARIES. THE
CONTRACTORS BID PRICE FOR FIRE HYDRANT ASSEMBLIES SHALL INCLUDE THE COST
FOR THE VARYING FIRE HYDRANT LEG LENGTH.
3. COSTS TO INSTALL THE FIRE HYDRANT TO GRADE SHALL BE PAID BY THE CONTRACTOR.
FIRE HYDRANT AND VALVE DETAIL
N.T.S.
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS FIRE HYDRANT DETAIL
HOKE COUNTY, NORTH CAROLINA
SST FASTENERS
�—V SST PIPE GUIDE RAILS
MUST BE PLUMB
2' SCH,80 PVC TRUE
1 UNION BALL VALVE
2' DISCHARGE
STEEL CONNECTION
DISCHARGE LEVEL
LIFTOUT CHAIN, 1/4'
SCH.80
48' DIA, FIBERGLASS BASIN
SRAL25CV LIFTOUT
(W/CHECK VALVE)
BOTTOM LEVEL 243,00' '� �•
MODEL VS20-23 shown 2HP GRINDER PUMP •'CONCRETE,ANT14LOTATION BASE REQUIRES ,
8 1/2 CU, FT, FOR EACH FOOT OF BASIN DEPTH,
(BY OTHERS) '
SRAL25CV48X96 VS20-23-35 SHULTZ PROPERTY 220CT2019
SENER NET HELL DETAIL
NO SGALE
DV, PVC
3' WIDE DETECTOR
TAPE 1 B" BURY
zi
COPPER10 UWIRE
SPIRAL WRAPPED
AROUND PVC PIPE
NOT REQUIRED
FOR DIP E
rl
N
W W
iL PIPE
z
PIPE z
UNDISTURBED SOIL WIDTH Z
AS REQUIRED
BELL O.D.+12" MIN.
BELL 0.0.+24" MAX.
WATER MAIN TRENCH DETAILS
N.T.S.
NOTES:
1. LAYING CONDITIONS AS PER AWWA C500 AND C605 STANDARDS.
2. BEDDING MATERIAL SHALL BE 4" MINIMUM THICKNESS, LOOSE SOIL (DEFINED
AS NATIVE SOIL EXCAVATED FROM THE TRENCH). FREE FROM ROCKS AND SHALL
PROVIDE UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. COMPACT TO 95X
MAXIMUM DENSITY.
3. INITIAL BACKFILL SHALL BE LIGHTLY CONSOLIDATED IN MAXIMUM 6" LOOSE
LIFTS, COMPACTED TO 95% OF MAXIMUM DENSITY.
4, UNDER AREAS TO BE SEEDED OR SODDED, COMPACT SUCCEEDING LAYERS OF
FINAL BACKFILL IN 12" LOOSE UFTS TO 85X MAXIMUM DENSITY.
5. UNDER STRUCTURES, PAVEMENTS AND ROAD SHOULDERS, COMPACT SUCCEEDING
LAYERS OF FINAL BACKFILL IN 6' LOOSE UFTS TO 95% MAXIMUM DENSITY
EXCEPT COMPACT TOP 12" OF SUBGRAOE TO 98 X MAXIMUM DENSITY.
6. PROVIDE /10 SOLD COPPER WIRE IN SUFFICIENT LENGTH TO BE SPIRAL
WRAPPED AROUND EACH SEPARATE RUN OF ALL BURIED PVC PIPING. AT VALVE
BOXES, BRING WIRE TO WITHIN 6 IN. OF TOP OF BOX AND INSERT INTO BOX
THROUGH DRILLED HOLE. NOT REQUIRED FOR DUCTILE IRON PIPE.
7 INSTALL 3" WIDE DETECTOR TAPE AT 18" DEPTH. TAPE SHALL HAVE MIDDLE
FOIL LAYER.
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS WATER MAIN TRENCH DETAILS
HOKE COUNTY, NORTH CAROLINA
pEL ocnti np !•uA� iu pP ro NWC AL1M10!
`M oCrw, m "lcT1
PVC RJ O.I.P. N D.I.P. MJ O.I.P. 1
HOPE
xic uMra ��r
DIRECTIONAL BORE PIPE RESTRAINT
HT.L
own AM
PATENT W/cu eGL. HOPE W IMP
o"ON& Status
nm snrome
HDPE TO MECHANICAL JOINT ADAPTER
x..a.
DUCTU OON
�arE
PLAIN[
EPvcll
D.Lp
DIP/PVC TRANSITION ASSEMBLY
..Ta.
HOKE COUNTY REGIONAL DIRECTIONAL BORE PIPE
SEWER SYSTEM DETAILS RESTRAINT
HOKE COUNTY, NORTH CAROLINA
EGM
4G4b6010100b
RR-P5P OF FAYETTEVILLE
DS Zb8 PG a6i
FUME' 5TATION
46" VIA X ,%" NET HELL
RIM 2461,00
INV WET HELL 241.00
INV IN (5") 245.00
R/W
DOUBLE
CHECK VALVE
Cmr��� ANGLE
VALVE
METER BOX
(CONC., C/I,
OR PLASTIC
OUTLET COPPER SETTER / POLY. WAVER SERVFCE LINE
TO BE FORD
J COMPRESSION
(VHH 172-7W-SN)
FITTING
OR APPROVED
BRASS ADAPTER
EQUAL
METER FOR
YOKE COMPRESSION
CONECTION
TYPICAL HOUSE SERVICE DETAIL (SHORT)
N.T.S.
NOTES:
IN
LETS NLETS WILL HAVE A BRASS ADAPTER
AS REQUIRED FOR A COMPRESSION
FITTING TO "IPS" WATER SERVICE PIPE.
2. YOKEWILL HAVE CHECK VALVE THAT
E E LE
SHALL HAVE SPRING ASSISTED SEATING,
AND THE SEAT SHALL BE OF BUNA-N-
RUBBER.
3. OUTLET SHALL BE FORD DOUBLE
PURPOSE COUPLING OR APPROVED
EQUAL.
4. METER YOKES SHALL BE SUPPORTED AS
CALLED FOR IN SPECIAL PROVISIONS.
U.S. HIC7MA'I' 40
HOKE COUNTY REGIONAL TYPICAL HOUSE SERVICE DETAIL
WATER SYSTEM DETAILS (SHORT)
HOKE COUNTY. NORTH CAROLINA
CORPORATION
STOP
SADDLE
CUT SLOT FROM INSIDE
VALVE CAN. INSTALL
WIRE THROUGH SLOT.
PRE -CAST
CONCRETE VALVE
COLLAR
1/2"
IIIIIIiI
IIIIiI1I
_ �'.
' IIIIIIII
IIIIIIII
-
"I
CAST IRON VALVE BOX
ST
IRONWORKS
I!—
IIf1IIII
JO DON OR
'APPROVED
EQUAL
2" SQUARE
OPERATOR NUT
IIl�Iill
II
TRACER WIRE #12 COPPER WIRE
l
MECHANICAL JOINT
COATED FOR DIRECT BURIAL
GATE VALVE
NOTE:
ALL GATE VALVES SHALL
BE PLACED ON AN 80 LB.
BAG OF SACRETE.
NOTE:
CONTRACTOR SHALL PROVIDE CONCRETE FORCE MAIN AND WATER MAIN GATE
VALVE MARKERS ON RIGHT OF WAY LINE. MARKER SHALL HAVE THE LETTERS
F.M.R. OR R,WV. OR P.W.V.
N.T.S.
HOKE COUNTY REGIONAL GATE VALVE
WATER SYSTEM DETAILS ASSEMBLY
HOKE COUNTY, NORTH CAROLINA
FJCi5TIN6 8' SPM-21 PVC WATEP LINE
CAS GAS — GAS GAS GAS-- GAS — GAS GA5 GAS GAS --
155.50 LF NEW 8' 5DR--20 PVC 5AN. SEWER AT
WIDE
N12,
DOUBLE GATE
N'
I& X IS' FENCED AREA
6' GHAIN LINK FENGE
o
Z�
PUMP STATION AREA DETAIL
SCALE 1 " = ZO'
20 10 0 20 40
SCALE IN FEET
20' UTILITY EASEMENT j
3" WIDE DETECTOR
TAPE - 18" BURY
#10 SOLID
COPPER WIRE
SPIRAL WRAPPED
U AROUND PVC PIPE
NOT REQUIRED
i FOR DIP
., z
cr
� Y
w W
a 0 PIPE
N Z
'a
PIPE i
0
UNDISTURBED SOIL WIDTH m
AS REQUIRED
BELL O.D.+12' MIN.
BELL D.D.+24" MAX.
FORCE MAIN TRENCH DETAILS
N.T.S.
NOTES:
1. LAYING CONDITIONS AS PER AWWA C600 AND C605 STANDARDS.
2. BEDDING MATERIAL SHALL BE 4" MINIMUM THICKNESS, LOOSE SOIL (DEFINED
AS NATIVE SOIL EXCAVATED FROM THE TRENCH)),, FREE FROM ROCKS AND SHALL
PROVIDE UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. COMPACT TO 95%
MAXIMUM DENSITY.
3. INITIAL BACKFILL SHALL BE LIGHTLY CONSOLIDATED IN MAXIMUM 6" LOOSE
LIFTS. COMPACTED TO 95% OF MAXIMUM DENSITY.
4. UNDER AREAS TO BE SEEDED OR SODDED, COMPACT SUCCEEDING LAYERS OF
FINAL BACKFILL IN 12" LOOSE LIFTS TO 85% MAXIMUM DENSITY.
5. UNDER STRUCTURES, PAVEMENTS AND ROAD SHOULDERS. COMPACT SUCCEEDING
LAYERS OF FINAL BACKFILL IN 6" LOOSE LIFTS TO 95% MAXIMUM DENSITY
EXCEPT COMPACT TOP 12" OF SU13GRADE TO 98 % MAXIMUM DENSITY.
6. PROVIDE #10 SOLD COPPER WIRE IN SUFFICIENT LENGTH TO BE SPIRAL
WRAPPED AROUND EACH SEPARATE RUN OF ALL BURIED PVC PIPING. AT VALVE
BOXES, BRING WIRE TO WITHIN 6 IN. OF TOP OF BOX AND INSERT INTO BOX
THROUGH DRILLED HOLE. NOT REQUIRED FOR DUCTILE IRON PIPE,
7 INSTALL 3" WIDE DETECTOR TAPE AT 18" DEPTH. TAPE SHALL HAVE MIDDLE
FOIL LAYER.
HOKE COUNTY REGIONAL
SEWER SYSTEM DETAILS FORCE MAIN TRENCH DETAILS
HOKE COUNTY, NORTH CAROLINA
SOLID C(
t LA
J5.75V' 5.75"
17.25"
F� 20.125'
SECTION A -A SECTION B-B
WATER METER BOX DETAIL
N.T.S.
MIN. AVG. WGT.
FRAME
50 LBS.
COVER
20 LBS.
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS WATER METER BOX DETAIL
HOKE COUNTY, NORTH CAROLINA
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DATE: DEC 2019
DRAWN BY: GMR
CHECKED: GMR
SCALE: NOTED
SHEET NO.
SP8

REVISION&
2 I0-20 5GHULTZ 5PELLIN&
-Z TAICR£ r■�H saYe �h
(!ee OCf4L TNS '.MQ'T) w DM ea rove Ao1►Ip1
(m MAL Tm
PNC Rd D.I.P. ND-f.P. MJ D.I.P. HOPE
a� Mram ■q�1��Rv�
(1100 LOIMM WraTi
DIRECTIONAL BORE PIPE RESTRAINT
H.TA
OLW No
HOPE - DIP
CPTWk STANIila
mm = R HOPE TO MECHANICAL JOINT Aammm OAPTE
H. ,a.
DUCRa IRON
PYC DlP
DIP/PVC TRANSITION ASSEMBLY
H.T.I.
HOKE COUNTY REGIONAL DIRECTIONAL BORE PIPE
SEWER SYSTEM DETAILS RESTRAINT
HOKE COUNTY. NORTH CAROLINA
STAINLESS STEEL
WRAP AROUND SLEEVE
THRUST
BLOCK
SOLID 4" CONCRETE
BLOCK W/ STONE
PRE -CAST
1/2" CONCRETE
VALVE COLLAR
SCREW -TYPE ADJUSTABLE
CAST IRON VALVE BOX,
SEE DETAIL W-5
TAPPING
VALVE
TAPPING SLEEVE AND VALVE ASSEMBLY
N.T.S.
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
NOTES
1) TAPPING SLEEVE SHALL BE STAINLESS STEEL
WRAP -AROUND TYPE AS MANUFACTURED BY
FORD, MUELLER, OR ROMAC.
2) PLACE TAPPING VALVE ON 4" CONCRETE BLOCK.
PLACE BLOCK ON 6" COMPACTED #57 STONE.
BACKFILL AROUND SLEEVE AND VALVE WITH STONE TO
TOP OF PIPE.
FULL CIRCLE SS BODY AS MANUFACTURED
BY SMITH/BLAIR OR ROMAC
TAPPING SLEEVE AND VALVE
ASSEMBLY
STONE BEDDING UNDER MANHOLE
MANHOLE DIA
MANHOLE DEPTH
OEPTH OF STONE BEDDING
UNDER MANHOLE
4'
O•-a
a
17'-24'
12'
25'-30'
15•
5'
S.
17'-24'
12'
25'-30'
15,
e'
or -ell
a
W-14'
G'
17'-24'
12•
2S'-30'
15M
Hm
MMQ WO/M FLOW MGM!
!
T4 =TAL aMW Q MAM
ALL
MANHOLE ANTI -FLOTATION COLLAR
MANHOLE
.r
S r -I] OiiP 4 IMDE
S' r MAr■�011 �+•-20' Daly l• NOD[
AHR-rum" cw.4e
■■Tm YAMS
PRECAST MANHOLE DETAIL
II.T.S
HOKE COUNTY REGIONAL
SEWER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
PRECAST MANHOLE DETAIL
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DATE: DEC 2019
DRAWN BY: GMR
CHECKED: GMR
SCALE: NOTED
SHEET NO.
SP9